HomeMy WebLinkAbout2025 06 05 Planning and Zoning Regular Meeting Agenda - ReducedPLANNING AND ZONING
BOARD/LOCAL PLANNING
AGENCY
REGULAR MEETING AGENDA
THURSDAY, JUNE 5, 2025 - 5:30 PM
CITY HALL - COMMISSION CHAMBERS
1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA
1
CALL TO ORDER
Roll Call
Invocation
Pledge of Allegiance
Agenda Changes
AWARDS AND PRESENTATIONS
INFORMATIONAL AGENDA
PUBLIC INPUT
Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a
“Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or
homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City
Commission.
CONSENT AGENDA
300. Approval of the Thursday, April 3, 2025 Planning and Zoning Board/Local Planning Agency
Regular Meeting Minutes.
2025 04 03 Planning and ZoningLPA Regular Meeting Minutes.pdf
301. Approval of the Thursday, April 24, 2025 Planning and Zoning Board/Local Planning
Agency Special Meeting Minutes.
2025 04 24 Planning and ZoningLPA Special Meeting Minutes.pdf
PUBLIC HEARINGS AGENDA
400. First reading of Ordinance 2025-04, Small-Scale Future Land Use Map Amendment of one
(1) parcel of land located at 1333 N US HWY 17-92
Florida Auto Auction FLU Amendment to COMMERCIAL PZB Staff Report
06.05.2025.pdf
Ordinance No. 2025-04 _ FLU Amendment FL Auto Auctions Property.pdf
FL Auto Auction FLU Maps.pdf
2025 05 27 Affidavit - Ordinance 2025-04 & 2025-05 PZ First Reading.pdf
ANCP2022-0039 Annex FLU Rezone Application.pdf
401.
Sea Hawk Cove Extension, SR 434/419 and Michael Blake Boulevard – Final Engineering
and Site Plan, Final Plat, Waivers, Removal of Three (3) Specimen Trees, and Development
Agreement
Sea Hawk Cove Staff Report PZB FINAL.pdf
FEDP-2024-0009 Sea Hawk Cove Site Plan Final.pdf
DVAG-2025-0007 - Tuskawilla Retail Partners II DA.pdf
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FEDP-2024-0009 Environmental Report.pdf
SUBD-2024-0001 Sea Hawk Cove Final Plat.pdf
FEDP-2024-0009 Sea Hawk Cove Ext Landscape Plan.pdf
ARBOR-2025-0210 Sea Hawk Cove Tree Removal.pdf
FEDP-2024-0009 Sea Hawk Cove Ext Site Plan App.pdf
ARBOR-2025-0210 Sea Hawk Cove Extension App.pdf
SUBD-2024-0001 Sea Hawk Cove Final Plat App.pdf
402. Sutton Crossings Final Plat Approval
Sutton Crossings Final Plat Staff Report PZB 06.05.25 FINAL.pdf
Sutton Crossings Final Plat 05.30.2025.pdf
SUBD-2024-0002 Application Sutton Crossings.pdf
403. First Reading of Ordinance 2025-05, to assign the General Commercial Zoning District to
one (1) parcel of land located at 1333 N US HWY 17-92
Florida Auto Auction Rezoning C-2 PZB Staff Report 06.05.2025.pdf
Ordinance No. 2025-05 _ Rezoning FL Auto Auctions Property.pdf
FL Auto Auction Zoning Maps.pdf
Development Agreement - FL Auto Auctions 5-18-25.pdf
2025 05 27 Affidavit - Ordinance 2025-04 & 2025-05 PZ First Reading.pdf
ANCP2022-0039 Annex FLU Rezone Application.pdf
REGULAR AGENDA
REPORTS
PUBLIC INPUT
Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a
“Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or
homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City
Commission.
ADJOURNMENT
PUBLIC NOTICE
This is a Public Meeting, and the public is invited to attend and this Agenda is subject to change. Please be
advised that one (1) or more Members of any of the City's Advisory Boards and Committees may be in
attendance at this Meeting, and may participate in discussions.
Persons with disabilities needing assistance to participate in any of these proceedings should contact the
City of Winter Springs at (407) 327-1800 "at least 48 hours prior to meeting, a written request by a
physically handicapped person to attend the meeting, directed to the chairperson or director of such
board, commission, agency, or authority" - per Section 286.26 Florida Statutes.
"If a person decides to appeal any decision made by the board, agency, or commission with respect to
3
any matter considered at such meeting or hearing, he or she will need a record of the proceedings, and
that, for such purpose, he or she may need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the appeal is to be based" - per Section
286.0105 Florida Statutes.
4
CONSENT AGENDA ITEM 300
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA |
JUNE 5, 2025 REGULAR MEETING
TITLE
Approval of the Thursday, April 3, 2025 Planning and Zoning Board/Local Planning
Agency Regular Meeting Minutes.
SUMMARY
N/A
FUNDING SOURCE
RECOMMENDATION
Staff recommends approval of the Thursday, April 3, 2025 Planning and Zoning
Board/Local Planning Agency Regular Meeting Minutes as presented.
5
PLANNING AND ZONING BOARD/
LOCAL PLANNING AGENCY
REGULAR MEETING MINUTES
APRIL 3, 2025
CITY HALL – COMMISSION CHAMBERS
CITY OF WINTER SPRINGS, FLORIDA
CALL TO ORDER
Chairperson Kok Wan Mah called the Thursday, April 3, 2025, Planning and Zoning Board/Local
Planning Agency Regular Meeting to Order at 5:30 p.m., in the Commission Chambers of the
Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708.)
Roll Call:
Chairperson Kok Wan Mah, present
Vice-Chairperson Michael Ferrante, present
Board Member Louie Hilal, present
Board Member Rachel Hood, present
Board Member David Mahnken, absent
Assistant City Attorney Kristin Eick, present
Assistant City Clerk Tristin Tarrant, present
Also present:
Ms. Terrilyn Rolle, Director, Community Development Department
A moment of silence was held, followed by the Pledge of Allegiance.
Chairperson Mah asked if there were any changes to the agenda and, hearing none, the
agenda was adopted.
AWARDS AND PRESENTATIONS
100. Not Used
INFORMATIONAL AGENDA
200. Not Used
PUBLIC INPUT
Chairperson Mah opened Public Input.
No one addressed the Board.
Chairperson Mah closed Public Input.
CONSENT AGENDA
300) Approval of the Thursday, March 13, 2025 Planning and Zoning/ Local Planning
Agency Regular Meeting Minutes
"I WOULD LIKE TO MAKE A MOTION TO APPROVE THE THURSDAY, MARCH 13, 2025
PLANNING AND ZONING BOARD MEETING." MOTION BY BOARD MEMBER HILAL.
SECONDED BY VICE CHAIRPERSON FERRANTE. DISCUSSION.
VOTE: MAH (AYE); FERRANTE (AYE); HOOD (AYE); HILAL (AYE)
6
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING – APRIL 03, 2025
PAGE 2 OF 3
P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y
R E G U L A R M E E T I N G | W E D N E S D A Y , | P A G E 2 OF 3
MOTION CARRIED 4-0.
PUBLIC HEARINGS AGENDA
400) Ordinance 2025-10: Parking Regulations
Ms. Rolle opened the item and introduced the proposed ordinance. Chairperson Mah asked
the Board if they had any questions or discussion topics. The board praised the inclusion of the
pervious pavement and additionally asked for clarification regarding the distance between the
lots and the primary stones gravel size was asked. Staff clarified it was the industry standard.
Further discussion ensued on the dimensions of the drive-thru apron and the suggestion of
defining the depth was given. Consensus was given to add a definition for the apron to be a
depth of 6 feet or meet the sidewalk.
Chairperson Mah opened the Public Hearing for Item 400.
No one addressed the Board.
Chairperson Mah closed the Public Hearing for Item 400.
“I MAKE A MOTION WE APPROVE ORDINANCE 2025-10 PARKING REGULATIONS WITH THE
ADDITION OF THE APRON DEFINITION CONDITION ADDED TO THE PROPOSED
ORDINANCE CHANGES.” MOTION BY BOARD MEMBER HOOD. SECONDED BY VICE-
CHIARPERSON FERRANTE. DISCUSSION.
VOTE: MAH (AYE); FERRANTE (AYE); HOOD (AYE); HILAL (AYE)
MOTION CARRIED 4-0.
401) Ordinance 2025-09: Town Center Corner Store with Gas
Mrs. Rolle opened the item and gave history of the code and reason for the amendment.
Discussion on EV charging stations, concerns were expressed about the lengthy specific
conditional use language, and feeling the requirements limit the potential applicants that
could apply for this ensued. The Board came to the consensus that the only requirements
should be the square footage, fueling pumps amount, and the location description.
Chairperson Mah opened the Public Hearing for Item 400.
No one addressed the Board.
Chairperson Mah closed the Public Hearing for Item 400.
“I MAKE A MOTION THAT WE ACCEPT ORDINANCE 2025-09 TOWN CENTER CORNER
STORE WITH GAS WITH THE CONDITION THAT WE REMOVE THE SPECIFIC PHRASING
DETAILING THE TYPE OF OFFERINGS WITHIN THE STORE [KEEPING SQUARE FOOTAGE
REQUIREMENTS, NUMBER OF FUELING POSITION AND LOCATION AT AN ARTIAL ROAD].”
MOTION BY BOARD MEMBER HOOD. SECONDED BY VICE-CHAIRPERSON FERRANTE.
DISCUSSION.
VOTE: MAH (AYE); FERRANTE (AYE); HOOD (AYE); HILAL (NAY)
MOTION CARRIED 3-1.
7
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
REGULAR MEETING – APRIL 03, 2025
PAGE 3 OF 3
P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y
R E G U L A R M E E T I N G | W E D N E S D A Y , | P A G E 3 OF 3
REGULAR AGENDA
500. Not Used
REPORTS
Board member Hilal brought up the topic of the numbers of EV chargers within the City and
discuss in the future about bring more to the city
PUBLIC INPUT
Chairperson Mah opened Public Input.
No one addressed the Board.
Chairperson Mah closed Public Input
ADJOURNMENT
Chairperson Mah adjourned the Regular Meeting at 6:09 p.m.
RESPECTFULLY SUBMITTED:
_____________________________________
TRISTIN TARRANT
ASSISTANCE CITY CLERK
NOTE: These Minutes were approved at the June 5, 2025 Planning and Zoning Board/Local Planning Agency Regular
Meeting.
8
CONSENT AGENDA ITEM 301
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA |
JUNE 5, 2025 REGULAR MEETING
TITLE
Approval of the Thursday, April 24, 2025 Planning and Zoning Board/Local Planning
Agency Special Meeting Minutes.
SUMMARY
FUNDING SOURCE
RECOMMENDATION
Staff recommends approval of the Thursday, April 24, 2025 Planning and Zoning
Board/Local Planning Agency Special Meeting Minutes as presented.
9
PLANNING AND ZONING BOARD/
LOCAL PLANNING AGENCY
SPECIAL MEETING MINUTES
APRIL 24, 2025
CITY HALL – COMMISSION CHAMBERS
CITY OF WINTER SPRINGS, FLORIDA
CALL TO ORDER
Chairperson Kok Wan Mah called the Thursday, April 24, 2025 Planning and Zoning
Board/Local Planning Agency Special Meeting to Order at 5:30 p.m., in the Commission
Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida
32708.)
Roll Call:
Chairperson Kok Wan Mah, present
Vice-Chairperson Michael Ferrante, present
Board Member Rachel Hood, present
Board Member David Mahnken, present
Board Member Louie Hilal, present
Assistant City Attorney Kristin Eick, present
Assistant City Clerk Tristin Tarrant, present
Also present:
Ms. Terrilyn Rolle, Director, Community Development Department
A moment of silence was held, followed by the Pledge of Allegiance.
Chairperson Mah asked if there were any changes to the agenda and, hearing none, the
agenda was adopted.
AWARDS AND PRESENTATIONS
100. Not Used
INFORMATIONAL AGENDA
200. Not Used
PUBLIC INPUT
Chairperson Mah opened Public Input.
No one addressed the Board.
Chairperson Mah closed Public Input.
CONSENT AGENDA
300. Not Used
PUBLIC HEARINGS AGENDA
400) Sutton Crossings Phase 1 (Ace Hardware) – Final Engineering and Development
Plans, Waivers, and Development Agreement.
10
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
SPECIAL MEETING – APRIL 24, 2025
PAGE 2 OF 3
P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y
R E G U L A R M E E T I N G | W E D N E S D A Y , | P A G E 2 O F 3
Ms. Rolle opened the item and gave an overview of the waivers, site plan, esthetics and
landscaping. Staff’s recommendation was approval of the project with the stated eleven (11)
conditions. Mr. Wess McMillan, PE | Owner, ACE Hardware, P.O. Box 1013, Oakland, Florida and
additional representatives were present for any questions the Board had. Brief discussion
regarding a known eagle nest, the removal and permitting regarding the removal ensued. Mr.
McMillan responded that all the appropriate permits and avenues were obtained to securely
relocate the eagle nest.
Discussion transitioned to potential tenants for the other open store fronts, questions
regarding the added end drive-thru, the pervious pavement, and holding tanks on the ACE
Hardware parcel. Mr. Kyle Morel, PE, Associate/Branch Manager, Bohler, 600 Northwest Shore,
Tampa, Florida, answered the Board questions regarding the stormwater.
Further concerns were expressed about traffic flow, space within the lot, proposed monument
signs position and Florida Department of Transportation permit status for the right turn lane
from State Road 434. Mr. Morel and Ms. Nin Robinson, Vice-President, Project & Construction
Services, Ferber, 100 Second Ace South, Suite 201-N, St. Petersburg, Florida responded in kind
to the Board questions that were brought forward.
The Board asked the city staff for further clarification of the recommended conditions and
denial. City Staff relayed that the recommendation was based off the information provided
and staff had not received the locations of the window and traffic analysis.
Chairperson Mah opened the Public Hearing for Item 400.
No one addressed the Board.
Chairperson Mah closed the Public Hearing for Item 400.
“I WILL MAKE A MOTION TO APPROVE AS SUBMITTED WITH THE CONDITIONS PROVIDED
STAFF. [APPROVAL OF WAIVERS TWO (2) – SIX (6) AND LEAVING OFF THE DRIVE THRU.]”
MOTION BY BOARD MEMBER HOOD. SECONDED BY VICE-CHIARPERSON FERRANTE.
DISCUSSION REGARDING ADDITIONAL DRIVE THRU AND ADDED STUDY ENSUED.
VOTE: MAH (AYE); FERRANTE (AYE); HOOD (AYE); MAHNKEN (AYE); HILAL (AYE)
MOTION CARRIED 5-0.
401) Chick-Fil-A, S.R. 434 and Michael Blake Boulevard – Final Engineering and
Development Plans, Aesthetic Review, Waivers, and Development Agreement.
Ms. Rolle opened the item and gave an overview of the modification to the Developers
Agreement, the four (4) waiver applications, background and engineering plans. The staff’s
recommendation was approval of the project with the stated seven (7) conditions. Mr.
McGregor Love, Senior Associate, Lowndes, 215 North Eola Drive, Orlando, Florida gave a brief
presentation of the proposed project providing an overview. Discussion on the presented
façade, elevations, pavement type and monument signs ensued. The Board expressed
concerns about the inconsistency with the rest of the town center if the façade stayed dark as
well as asking if consideration for only one monument sign was given. Ms. Robinson and Mr.
McCmillen from the Chick-fli-a and Sutton Crossing team addressed and took into
consideration the Boards concerns.
Discussion continued on traffic flow, accessibility for delivery trucks and Florida Department
of Transportation permit in relation to turn lanes prior to building permit issuance.
11
CITY OF WINTER SPRINGS, FLORIDA
MINUTES
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY
SPECIAL MEETING – APRIL 24, 2025
PAGE 3 OF 3
P L A N N I N G A N D Z O N I N G B O A R D / L O C A L P L A N N I N G A G E N C Y
R E G U L A R M E E T I N G | W E D N E S D A Y , | P A G E 3 O F 3
Chairperson Mah opened the Public Hearing for Item 400.
Mr. David Hamstra, Pegasus Engineering addressed the pervious questions and concern
regarding the stormwater and the overflow going to the Tuscawilla Crossing pound.
Chairperson Mah closed the Public Hearing for Item 400.
There was a motion on the floor to recommend approval of staff recommendation for approval
with the conditions outlined by the City as stated with consideration of the brick color, the
window length facing State Road 434, consolidating to one monument sign, delivery truck
route and traffic flow though the lot. After further discussion the Board came to a unanimous
decision to resend the original motion to make an amendment.
“I WILL MAKE THE MOTION THAT WE ACCEPT THE CHICK-FLI-A AS PROPOSED WITH THE
CITY’S CONDITIONS AND [ADDITIONAL] RECOMMENDATIONS ARE THE BRICK COLOR, THE
MONUMENT SIGN DOWN TO ONE, AND THE WINDOW SIZE TO BE CONSISTANT ON ALL
SIDES OF THE BUILDING.” MOTION BY VICE-CHAIRPERSON FERRANTE. SECONDED BY
BOARD MEMBER HOOD. DISCUSSION.
VOTE: MAH (AYE); FERRANTE (AYE); HOOD (AYE); MAHNKEN (AYE); HILAL (AYE)
MOTION CARRIED 5-0.
REGULAR AGENDA
500. Not Used
REPORTS
PUBLIC INPUT
Chairperson Mah opened Public Input.
No one addressed the Board.
Chairperson Mah closed Public Input
ADJOURNMENT
Chairperson Mah adjourned the Regular Meeting at 7:21 p.m.
RESPECTFULLY SUBMITTED:
_____________________________________
TRISTIN TARRANT
ASSISTANCE CITY CLERK
NOTE: These Minutes were approved at the June 5, 2025 Planning and Zoning Board/Local Planning Agency Regular
Meeting.
12
PUBLIC HEARINGS AGENDA ITEM 400
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA |
JUNE 5, 2025 REGULAR MEETING
TITLE
First reading of Ordinance 2025-04, Small-Scale Future Land Use Map Amendment of
one (1) parcel of land located at 1333 N US HWY 17-92
SUMMARY
The privately owned property generally located at 1333 N US HWY 17-92 was
voluntarily annexed into the City by Ordinance 2023-02. Ordinance 2025-04 proposes
to assign the Commercial Future Land Use to the subject property. The applicant
intends continued utilization of the property for the storage of automobiles for sale/
auction. The proposed Future Land Use (FLU) designation of Commercial meets the
analysis requirements addressed in the staff report as it aligns with the prevailing
character of the immediate surrounding properties as well as future goals and
objectives of the City.
FUNDING SOURCE
RECOMMENDATION
Staff recommends that the Planning and Zoning Board recommend approval of the
first reading of Ordinance 2025-04 for a small-scale Future Land Use Map Amendment
to assign the Commercial Future Land Use to property generally located at 1333 N US
HWY 17-92.
13
TITLE
1333 N US Hwy 17-92 | Small-Scale Future Land Use Map Amendment
SUMMARY/UPDATE
The Community Development Department requests that the City Commission hold a
Public Hearing to consider Ordinance 2025-04 for the Small-Scale Future Land Use Map
Amendment of four parcels totaling ±9.82 acres located on the east side of U.S. Hwy 17-92
north of Shepard Rd. from Seminole County “Industrial” to City of Winter Springs
“Commercial”.
General Information
Applicant James G. Willard, Esq.
Property Owner(s) Florida Auto Auction Properties, LLC
Location East side of U.S. Hwy 17-92 north of Shepard Rd.
Tract Size ±9.82 acres
Parcel ID Number 28-20-30-501-0000-0100, 28-20-30-501-0000-010A,
28-20-30-501-0000-010B, and 28-20-30-501-0000-
013A
Zoning Designation Seminole County M-1
FLUM Designation Seminole County Industrial
Adjacent Land Use North: Conservation
East: FDOT Stormwater
Pond
South: Sprague Electric Co.
West: U.S. Hwy 17-92
Development
Permits
None
Development
Agreement
None
Code Enforcement None
City Liens None
Request:
The applicant has initiated a Small-Scale Future Land Use Map Amendment for the subject
property, located on the east side of U.S. Hwy 17-92 north of Shepard Rd. Ordinance 2025-
PUBLIC HEARINGS AGENDA
PLANNING & ZONING BOARD
June 05, 2025 | REGULAR MEETING
14
PUBLIC HEARINGS AGENDA | THURSDAY, JUNE 05, 2025 | PAGE 2 OF 5
04 proposes to change the Future Land Use Map designation from Seminole County
“Industrial” to the City of Winter Springs “Commercial”.
Background Data:
The subject site is comprised of four (4) parcels totaling 9.82 acres. Historically, General
Dynamics Corporation or its affiliates manufactured printed circuit boards and other
electronic equipment at this property from the mid-1960s to the early 1980s. The structures
which were previously on the site have been demolished. As discussed during the
annexation process, the property is an EPA Superfund site and is undergoing a
remediation process for groundwater contamination. As discussed during the annexation
process, the EPA has identified the responsible party as Raytheon Technologies, and the
City bears no responsibility for the remediation. Changing the future land use designation
of the property does not create any liability on the City’s part.
The subject property was annexed into the City of Winter Springs via Ordinance No. 2023-
02, recorded in the Official Records of Seminole County, Florida, at Official Record Book
10470 Pages 1624-1628.
Public Notices:
Public Hearing Notices were mailed to all owners of real property adjacent to and within
approximately five-hundred (500) feet of the subject property and to all Homeowner’s
Associations registered with the City Winter Springs and located within one-half (1/2) mile
of the subject property (21 notices) on May 23, 2025. As required by Florida Statute, a 10-
day newspaper advertisement in the Orlando Sentinel was published on May 26, 2025.
Comprehensive Plan Amendment Analysis:
The following summarizes the data and issues which staff analyzed in reviewing this
application:
Through Ordinance 2025-04, the applicant is requesting the City of Winter Springs
“Commercial” future land use designation be applied to the parcels. The requested
Future Land Use Map designation is intended to bring the property’s Future Land Use
designation to be consistent with the City’s Comprehensive Plan. The requested Future
Land Use Map designation was determined by evaluating the prevailing character of the
immediate surrounding properties as well as by evaluating the use and future goals and
objectives of the City.
Future Land Use Map (FLUM) Amendment Analysis:
The following criteria is set forth by City of Winter Springs Code of Ordinances Section 15-
36 which has been analyzed by staff to form a recommendation:
Future Land Use Amendment Criteria & Analysis
1. Whether the proposed amendment will have a favorable or unfavorable
effect on the city's budget, or the economy of the city or the region;
Analysis:
The proposed amendment is expected to have a favorable effect on the
city’s budget by way of increased tax revenue. The property was annexed
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PUBLIC HEARINGS AGENDA | THURSDAY, JUNE 05, 2025 | PAGE 3 OF 5
into the city in 2023, and changing the Future Land Use to a category
consistent with the city’s Comprehensive Plan will allow for appropriate
use of the property.
2. Whether the proposed amendment will diminish or negatively impact the
Level of Service (LOS) of public facilities;
Analysis:
The proposed amendment will not have a negative impact on the LOS of
public facilities. The proposed use of the property is automobile storage
in conjunction with an auto auction facility within 2 miles – a use which
has minimal impact on city services. This use shall be binding on the
property pursuant to the Development Agreement proposed with this
FLU amendment and the accompanying rezoning ordinance.
3. Whether there will be a favorable or unfavorable impact on the
environment or the natural or historical resources of the city or the region
as a result of the proposed amendment;
Analysis:
The property is paved with light poles and serves as currently serves as a
parking lot, and does not have any natural or historical resources on it. The
property to the north is conservation, and the proposed use of automobile
storage will not have an unfavorable impact on the environment.
The site is also currently an EPA Superfund site which is being remediated
by the EPA and the Responsible Party as identified by the EPA.
4. Whether the proposed amendment is consistent with the goals,
objectives, and policies of the state comprehensive plan set forth in
Chapter 187, Florida Statutes, and the East Central Florida Regional
Planning Council, as amended from time to time;
Analysis:
The proposed amendment is consistent with the goals, objectives, and
policies of the State Comprehensive Plan, most notably Future Land Use
Element, Objective 1.5 which promotes land use compatibility.
5. Whether the City is able to provide adequate service from public facilities
to the affected property, if the proposed amendment is granted, and
whether the proposed amendment will promote the cost/effective use of
or unduly burden public facilities;
Analysis:
The proposed amendment, in conjunction with a rezone and
accompanying Development Agreement limiting the permitted land use
to vehicular storage of untagged vehicles associated with an automotive
sales dealership,will not pose any significant increase in public facilities
(water, sewer, etc.) and will promote the effective use of public facilities.
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PUBLIC HEARINGS AGENDA | THURSDAY, JUNE 05, 2025 | PAGE 4 OF 5
6. Whether the proposed amendment is compatible with surrounding
neighborhoods and land use;
Analysis:
The surrounding land uses are similar to and compatible with that of the
subject property. The property to the north is conservation and the
property to the east is a FDOT stormwater pond. Existing development to
the south is light industrial in nature and is therefore compatible.
7. Whether approval of the proposed amendment will cause the
Comprehensive Plan to be internally inconsistent;
Analysis:
The proposed amendment is consistent with the goals, objectives, and
policies of the City of Winter Springs Comprehensive Plan. The proposed
amendment would promote consistency with the Comprehensive Plan by
ensuring that the subject property receives an appropriate City Future
Land Use Designation which is compatible with the Future Land Use
designations of surrounding properties.
8. Whether the proposed amendment will promote or adversely affect the
public health, safety, welfare, economic order, or aesthetics of the city or
region;
Analysis:
There are no foreseen adverse impacts of this project on the public health,
safety, welfare, economic order, or aesthetics of the city or region.
9. The contents of any Evaluation and Appraisal Report (EAR) prepared
pursuant to 163.3191, Florida Statutes;
Analysis:
Not applicable.
10. Whether the proposed amendment is consistent and in compliance with
law;
Analysis:
The proposed amendment is consistent and in compliance with law.
11. Whether the proposed amendment is consistent, and not in conflict, with
the legislative policy directives established by the City Commission
including, but not limited to, those set forth in the City's Comprehensive
Plan and City Code, adopted master plans, economic development goals
and objectives, community redevelopment plans, and brownfield areas.
Analysis:
The proposed amendment is consistent with the City’s Comprehensive
Plan and City Code.
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PUBLIC HEARINGS AGENDA | THURSDAY, JUNE 05, 2025 | PAGE 5 OF 5
Applicable Law, Public Policy, and Events:
- State of Florida Statues
o Sections 163.2511-163.3246: Growth Policy; County and Municipal Planning;
Land Development Regulation (Provides that any development regulations
for municipal planning be consistent with the Comprehensive Plan).
o Section 166.041: Procedures for adoption of ordinances and resolutions.
- Code of Ordinances City of Winter Springs
o Chapter 15, Article 3 – Comprehensive Plan Amendments
- Comprehensive Plan City of Winter Springs
o Future Land Use Element Objective 1.5
Procedural History:
Procedural History:
July 10, 2023 Annexation approved by City Commission
June 05, 2025 Planning & Zoning Board | Recommendation on Future
Land Use Amendment
June 23, 2025 City Commission | Hearing on Future Land Use
Amendment
Recommendation:
Staff recommends that the Planning & Zoning Board recommend adoption of Ordinance
2025-04 to the City Commission to change the Future Land Use designation from
Seminole County “Industrial” to City “Commercial”, subject to the conditions of the
proposed Development Agreement.
Attachments:
1. Current Future Land Use Map
2. Proposed Future Land Use Map
18
City of Winter Springs
Ordinance No. 2025-__
Page 1 of 5
ORDINANCE NO. 2025-04
ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS, SEMINOLE COUNTY, FLORIDA, RELATING TO
COMPREHENSIVE PLANNING; AMENDING THE FUTURE LAND USE
MAP FOR FOUR (4) PARCELS OF REAL PROPERTY WITHIN THE CITY
OF WINTER SPRINGS TOTALING APPROXIMATELY 9.82 ACRES,
MORE OR LESS, GENERALLY LOCATED EAST OF US HIGHWAY 17-92
AND NORTHEAST OF THE INTERSECTION OF SHEPARD ROAD AND
HIGHWAY 17-92, SAID PARCELS BEING MORE PARTICULARLY
DEPICTED AND LEGALLY DESCRIBED ON EXHIBIT “A” ATTACHED
HERETO; CHANGING THE FUTURE LAND USE MAP DESIGNATION
ON THE PARCEL FROM COUNTY “INDUSTRIAL” TO CITY
“COMMERCIAL;” PROVIDING FOR THE REPEAL OF PRIOR
INCONSISTENT ORDINANCES AND RESOLUTIONS, SEVERABILITY,
INCORPORATION INTO THE COMPREHENSIVE PLAN, AND AN
EFFECTIVE DATE AND LEGAL STATUS OF THE PLAN AMENDMENT.
WHEREAS, on July 10, 2023, the City Commission adopted Ordinance Number 2023-
02, which is recorded in the Official Records of Seminole County, Florida, at Book 10470, Page
1624, and which annexed the subject property into the City of Winter Springs; and
WHEREAS, the City is granted the authority, under § 2(b), Art. VIII of the State
Constitution, to exercise any power for municipal purposes except when expressly prohibited by
law; and
WHEREAS, the future land use map amendment embodied in this Ordinance is a small-
scale amendment to the City of Winter Springs Comprehensive Plan in accordance with Section
163.3187(1), Florida Statutes; and
WHEREAS, the Local Planning Agency of the City of Winter Springs held a duly noticed
public hearing on March 06, 2025, in accordance with the procedures established in Chapter 163,
Part II, Florida Statutes, on the proposed comprehensive plan amendment; and
WHEREAS, the City Commission of the City of Winter Springs held two duly noticed
public hearings on the proposed amendment set forth hereunder and considered findings and
advice of staff, citizens, and all interested parties submitting written and oral comments and
supporting data and analysis, and after complete deliberation, hereby approves and adopts the
Comprehensive Plan Amendment set forth hereunder; and
WHEREAS, the City Commission hereby finds that this Ordinance serves a legitimate
government purpose and is in the best interests of the public health, safety, and welfare of the
citizens of the City of Winter Springs, Florida.
19
City of Winter Springs
Ordinance No. 2025-__
Page 2 of 5
NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS HEREBY ORDAINS, AS FOLLOWS:
Section 1. Recitals. The foregoing recitals are true and correct and are fully incorporated
herein by this reference.
Section 2. Authority. This Ordinance is adopted in compliance with, and pursuant
to, the Community Planning Act, sections 163.3161, et. seq., Florida Statutes.
Section 3. Purpose and Intent. It is hereby declared to be the purpose and intent of
this Ordinance to adopt a comprehensive plan amendment incorporating the revisions stated
herein as part of the City of Winter Springs Comprehensive Plan.
Section 4. Adoption of Amendment to the Future Land Use Map. The
City of Winter Springs Comprehensive Plan, Future Land Use Map, is hereby amended by
changing the designation of the real property legally described and depicted on Exhibit “A” from
County “Industrial” Future Land Use to City “Commercial” Future Land Use. Exhibit “A” is
attached hereto and fully incorporated herein by this reference.
Section 5. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior
inconsistent ordinances and resolutions adopted by the City Commission, or parts of prior
ordinances and resolutions in conflict herewith, are hereby repealed to the extent of the conflict.
Section 6. Severability. If any section, subsection, sentence, clause, phrase, word or
provision of this Ordinance is for any reason held invalid or unconstitutional by any court
of competent jurisdiction, whether for substantive, procedural, or any other reason, such portion
shall be deemed a separate, distinct and independent provision, and such holding shall not
affect the validity of the remaining portions of this Ordinance.
Section 7. Incorporation into Comprehensive Plan. Upon the effective date of the
Comprehensive Plan Amendment adopted by this Ordinance, said Amendment shall be
incorporated into the City of Winter Springs Comprehensive Plan and any section or paragraph
number or letter and any heading may be changed or modified as necessary to effectuate
the foregoing.
Section 8. Effective Date and Legal Status of the Plan Amendment. The effective
date of this Ordinance shall take effect thirty-one (31) days after adoption, in accordance with
Section 163.3187(5)(c), Florida Statutes, unless challenged within thirty (30) days after adoption
of this Ordinance, in which case this Ordinance shall become effective at such time as the state
land planning agency or the Administrative Commission issues a final order determining that
the adopted small scale development amendment is in compliance. No development order,
development permits, or land use dependent on this Amendment may be issued or commenced
before it has become effective. After and from the effective date of this Amendment, the
Comprehensive Plan Amendment set forth herein shall amend the City of Winter Springs
20
City of Winter Springs
Ordinance No. 2025-__
Page 3 of 5
Comprehensive Plan and become a part of that plan and the Amendments shall have the legal status
of the City of Winter Springs Comprehensive Plan, as amended.
ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular
meeting assembled on the _________ day of ___________________________, 2025.
____________________________________
Kevin McCann, Mayor
ATTEST:
_________________________________
Christian Gowan, City Clerk
Approved as to legal form and sufficiency for
the City of Winter Springs only:
____________________________________
Anthony A. Garganese, City Attorney
Legal Ad: ___________________________
First Reading: ___________________________
Legal Ad: ___________________________
Second Reading: ___________________________
Effective Date: ___________________________
21
City of Winter Springs
Ordinance No. 2025-__
Page 4 of 5
EXHIBIT “A”
LEGAL DESCRIPTION AND DEPICTION OF PROPERTY
Legal Description:
22
City of Winter Springs
Ordinance No. 2025-__
Page 5 of 5
Depiction:
23
Current Future Land Use
24
Proposed Future Land Use
25
Published Daily in
Orange, Seminole, Lake, Osceola & Volusia Counties, Florida
Sold To:
City Of Winter Springs - CU00116922
1126 E State Road 434
Winter Springs, FL 32708-2715
Bill To:
City Of Winter Springs - CU00116922
1126 E State Road 434
Winter Springs, FL 32708-2715
State Of Florida
County Of Orange
Before the undersigned authority personally
appeared
Rose Williams, who on oath says that he or
she is a duly authorized representative of the
ORLANDO SENTINEL, a DAILY
newspaper published in ORANGE County,
Florida; that the attached copy of
advertisement, being a Legal Notice in:
The matter of 11150-Public Hearing Notice
Was published in said newspaper by print in
the issues of, or by publication on the
newspaper¶s website, if authorized on May
26, 2025.
Affiant further says that the newspaper
complies with all legal requirements for
publication in Chapter 50, Florida Statutes.
Rose Williams
Sworn to and subscribed before me on this 27 day of May, 2025,
by above Affiant, who is personally known to me (X) or who has produced identification ( ).
Signature of Affiant Name of Affiant
Signature of Notary Public
Name of Notary, Typed, Printed, or Stamped
7819429
26
27
7819429
28
29
30
31
32
33
34
35
36
37
38
PUBLIC HEARINGS AGENDA ITEM 401
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA |
JUNE 5, 2025 REGULAR MEETING
TITLE
Sea Hawk Cove Extension, SR 434/419 and Michael Blake Boulevard – Final Engineering
and Site Plan, Final Plat, Waivers, Removal of Three (3) Specimen Trees, and
Development Agreement
SUMMARY
The Community Development Department requests that the Planning & Zoning Board
hold a Public Hearing to consider Site/Final Engineering, Final Plat, Waivers, Removal
of three (3) Specimen Trees, and Development Agreement regarding the applicant’s
request to extend Sea Hawk Cove in the Town Center District, T5 Transect, and to
construct all supporting infrastructure for three commercial frontage lots. The
applicant is also subdividing the lot to add three new commercial parcels and one
future residential parcel which is part of SUBD-2024-0422.
FUNDING SOURCE
RECOMMENDATION
The Community Development Department recommends that the Planning & Zoning
Board conduct a public hearing of the Site/Final Engineering, Final Plat, Waivers,
Removal of Three (3) Specimen Trees, and Development Agreement.
39
TITLE
Sea Hawk Cove Extension, SR 434/419 and Michael Blake Boulevard – Final
Engineering and Site Plan, Final Plat, Waivers, Removal of Three (3) Specimen Trees,
and Development Agreement
SUMMARY
The Community Development Department requests that the Planning & Zoning
Board hold a Public Hearing to consider Site/Final Engineering, Final Plat, Waivers,
Removal of three (3) Specimen Trees, and Development Agreement regarding the
applicant’s request to extend Sea Hawk Cove in the Town Center District, T5
Transect, and to construct all supporting infrastructure for three commercial
frontage lots. The applicant is also subdividing the lot to add three new commercial
parcels and one future residential parcel which is part of SUBD-2024-0422.
General Information
Applicant James Herbert, E.I. \ NV5
Property Owner(s) Tuskawilla Retail Partners II, LLC
Location East/Northeast of the intersection of State Road 434
and Michael Blake Blvd
Tract Size ±8.11 Acres
Parcel ID Number 26-20-30-5AR-0A00-007L
Zoning
Designation
Town Center District, T-5 Transect
FLUM Designation Town Center District
Adjacent Land Use North: Seminole Crossing
Townhomes
East: Cross Seminole Trail
South: State Road 434
West: Vacant
Height Not applicable
Setbacks Front: 25 ft,
minimum,
50 ft.
maximum
Rear: 15 ft.
minimum
Side: 5 ft. minimum,
100 ft. maximum
Development
Standards
Lot Coverage 100%
Development
Permits Not applicable
PUBLIC HEARINGS AGENDA ITEM
PLANNING & ZONING BOARD
THURSDAY, JUNE 5, 2025
REGULAR MEETING
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Development
Agreement
Pending; prior Development Agreements were with
predecessor in interest, Winter Springs Holdings, Inc.,
recorded at ORB 8446, Page 1131, and First Modification at
ORB 8852, Page 1719.
Code Enforcement Not applicable
City Liens Not applicable
Background Data:
The development site consists of one lot, Lot 7.L, totaling 8.11 acres. The
development site is located at the northeast corner of S.R. 434 and Michael Blake
Boulevard. The applicant is proposing an extension of Sea Hawk Cove that further
subdivides the property into what will eventually include a coffee restaurant as well
as an early-childhood day care center. Restaurants are a permitted use in the Town
Center District, Transect 5 (T5); however, a day care is a conditional use. Both
proposed projects have separate site plans that will be presented to the Planning
and Zoning Board and City Commission at a later date. The current site plan/final
engineering application includes clearing and grading as well as the installation of
all common infrastructure for the three commercial frontage lots, to be called
“Blake Commons”. Tree removal is also proposed to occur in the 29-foot utility and
drainage easement area extending north from the proposed Sea Hawk Cove
extensions toward the Seminole Crossing Townhomes connections. A Landscape
plan for the Sea Hawk Cove Extension has been included.
Public Notices:
A Community Workshop was not required for this site plan as only supporting
common infrastructure is proposed at this time. Community workshops will be
required for individual site plans proposed for the commercial lot developments in
the future.
Analysis of Final Engineering Plans (Sec. 20-33.1) Criteria:
The criteria for Final Engineering Plans are provided and analyzed below:
(a) Site and final engineering plans and the subdivision of land shall also be subject
to the technical requirements set forth in Chapter 9 of the City Code. It is the intent
of this section to apply to applications for site and final engineering plans and to
any subdivision of land requiring a plat, if applicable, and does not include review
and approval of a lot split application.
Please see the discussion below regarding technical requirements of Chapter 9.
The Final Engineering Plans have been reviewed by the City’s contract engineer,
who concluded that the Plans satisfy the technical requirements. provided the
conditions of approval set forth below are met.
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(b) Except in situations involving one (1) single-family home, the Planning and
Zoning Board shall be required to review all site and final engineering plan and
subdivision of land applications and make a written recommendation to the city
commission. Such recommendation shall include the reasons for the board's
recommendation and show the board has considered the applicable criteria set
forth in this section.
(c) Upon receipt of the planning and zoning board's recommendation, the city
commission shall make a final decision on the application. If the city commission
determines that the planning and zoning board has not made a recommendation
on an application within a reasonable period of time, the city commission may, at
its discretion, consider an application without the planning and zoning board's
recommendation.
Except in situations involving one (1) single-family home, all site and final
engineering plan and subdivision recommendations and final decisions shall be
based on whether the site and final engineering plan and subdivision of land
comply with all the technical requirements set forth in chapter 9 of the City Code
and the following criteria to the extent applicable:
(1) Whether the applicant has demonstrated the site and final engineering plan
and subdivision of land, including its proposed density, height, scale and intensity,
hours of operation, building and lighting design, setbacks, buffers, noise, refuse,
odor, particulates, smoke, fumes and other emissions, parking and traffic -
generating characteristics, number of persons anticipated using, residing or
working under the plan, and other off-site impacts, is compatible and harmonious
with adjacent land uses, and will not adversely impact land use activities in the
immediate vicinity.
Analysis: Subject to the Conditions of Approval, Staff finds that the proposed
Development is compatible and harmonious with adjacent land uses and will not
adversely impact land use activities in the immediate vicinity. Density, height, and
other building factors will be determined with each individual site plan for the
proposed commercial frontage and future residential lots as they are submitted.
(2) Whether the applicant has demonstrated the size and shape of the site, the
proposed access and internal circulation, and the design enhancements to be
adequate to accommodate the proposed density, scale and intensity of the site and
final engineering plan requested. The site shall be of sufficient size to
accommodate design amenities such as screening, buffers, landscaping, open
space, off-street parking, safe and convenient automobile, bicycle, and pedestrian
mobility at the site, and other similar site plan improvements needed to mitigate
against potential adverse impacts of the proposed use.
Analysis: Staff finds that the Applicant has demonstrated that the size and shape
of the site, the proposed access and internal circulation, and the design
enhancements to be adequate to accommodate the proposed density, scale, and
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intensity of the site and final engineering plan requested. No structures are being
constructed as part of this site plan, but a waiver is requested to increase the
allowable lot sizes.
(3) Whether the proposed site and final engineering plan and subdivision of land
will have an adverse impact on the local economy, including governmental fiscal
impact, employment, and property values.
Analysis: Staff finds that the proposed site and final engineering plan and
subdivision of land will not have an adverse impact on the local economy, including
governmental fiscal impact, employment, and property values. Rather, the
extension of Sea Hawk Cove will enable access to a new coffee shop and day care
that will add employment opportunities and provide increased tax revenues for the
City.
(4) Whether the proposed site and final engineering plan and subdivision of land
will have an adverse impact on the natural environment, including air, water, and
noise pollution, vegetation and wildlife, open space, noxious and desirable
vegetation, and flood hazards.
Analysis: Staff finds that the proposed site and final engineering plan will not have
an adverse impact on the natural environment, including air, water, and noise
pollution, vegetation and wildlife, open space, noxious and desirable vegetation,
and flood hazards, subject to the Condition of Approval regarding an apparently
abandoned eagle’s nest. The project is located outside of the special flood hazard
area. The applicant has submitted a permit for tree removal that includes non-
specimen and specimen trees. The applicant is expected to pay roughly $220,200
for non-specimen trees and an additional $7,200 for specimen tree removal. The
applicant is also preserving a 52” live oak near the corner of Michael Blake Blvd and
State Road 434/419.
(5) Whether the proposed site and final engineering plan and subdivision of land
will have an adverse impact on historic, scenic, and cultural resources, including
views and vistas, and loss or degradation of cultural and historic resources.
Analysis: The proposed site and final engineering plan will have no impact on
historical resources. No additional scenic or cultural resources. Including scenic
views or vistas, will be impacted by this site and final engineering plan.
(6) Whether the proposed site and final engineering plan and subdivision of land
will have an adverse impact on public services, including water, sewer, stormwater
and surface water management, police, fire, parks and recreation, streets, public
transportation, marina and waterways, and bicycle and pedestrian facilities.
Analysis: City Staff have reviewed this project from a planning and engineering
perspective. Staff did not find any adverse impact on any of the public services
listed above. The City Public Works Department has confirmed available water and
sewer capacity.
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(7) Whether the site and final engineering plan and subdivision of land, and related
traffic report and plan provided by the applicant, details safe and efficient means
of ingress and egress into and out of the neighborhood and adequately addresses
the impact of projected traffic on the immediate neighborhood, traffic circulation
pattern for the neighborhood, and traffic flow through immediate intersections
and arterials.
Analysis: A traffic study was not required for this project, but will be required for
future development on the site.
(8) Whether the proposed site and final engineering plan and subdivision of land
will have an adverse impact on housing and social conditions, including variety of
housing unit types and prices, and neighborhood quality.
Analysis: As a commercial project, the proposed site and final engineering plan will
not have an adverse impact on the variety of housing unit types and prices. As for
neighborhood quality, subject to the Conditions of Approval, the proposed site and
final engineering plan development will not have an adverse impact on
neighborhood quality.
(9) Whether the proposed site and final engineering plan and subdivision of land
avoids significant adverse odor, emission, noise, glare, and vibration impacts on
adjacent and surrounding lands regarding refuse collection, service delivery,
parking and loading, signs, lighting, and other site elements.
Analysis: Staff finds that proposed site and final engineering plan avoids significant
adverse odor, emissions, noise, glare and vibration impacts on adjacent and
surrounding lands regarding refuse collection, service delivery, parking and
loading, signs, lighting, and other site elements.
(10) Whether the applicant has provided an acceptable security plan for the
proposed establishment to be located on the site and final engineering plan and
subdivision of land that addresses the safety and security needs of the
establishment and its users and employees and minimizes impacts on the
neighborhood, if applicable.
Analysis: The safety and security of the site was not relevant to this site and final
engineering plan as no structures are being built. These elements will be analyzed
for all individual site plans submitted for the commercial frontage parcels and the
future residential development.
(11) Whether the applicant has provided on the site and final engineering plan and
subdivision of land an acceptable plan for the mass delivery of merchandise for new
large footprint buildings (greater than twenty thousand (20,000) square feet)
including the hours of operation for delivery trucks to come into and exit the
property and surrounding neighborhood, if applicable.
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Analysis: Not applicable. The project does not involve a large footprint building.
(12) Whether the applicant has demonstrated that the site and final engineering
plan and subdivision of land have been designed to incorporate mitigative
techniques and plans needed to prevent adverse impacts addressed in the criteria
stated herein or to adjacent and surrounding uses and properties.
Analysis: Staff finds that subject to the Conditions of Approval, the site and final
engineering plans have been designed to incorporate mitigative techniques and
plans needed to prevent the adverse impacts mentioned in the criteria on adjacent
and surrounding uses and properties.
(13) If the proposed conditional use is a residential use, whether the elementary,
middle and high schools (K—12) that will be initially assigned to the residential
project by the school district at the time the city commission considers final
approval of the conditional use have both sufficient capacity, are in close proximity
to the project so as to make each of the assigned schools accessible and convenient
(e.g., walking distance, travel time, private and public transportation, and quality of
route environment) to the majority of the school population that will be drawn from
the project, and promote and support the integration of future residents of the
project into the existing city of Winter Springs community in a sustainable manner.
Analysis: Not applicable. This is not a residential development.
(14) Whether the applicant has agreed to execute a binding development
agreement required by city to incorporate the terms and conditions of approval
deemed necessary by the city commission including, but not limited to, any
mitigative techniques and plans required by City Code.
Analysis: The applicant has agreed to and is working on a binding development
agreement with the City addressing terms and conditions deemed necessary by
the City Commission. Please see Figure “6“, Draft/Final Development Agreement.
Water and Sewer: Public Works & Utilities Department Staff have confirmed that
sufficient water and sewer capacity exists for this project.
Stormwater:
Not applicable for this project as no drainage was proposed for this project. The
infrastructure included for the development will tie into the existing stormwater
pond. That stormwater system will be private and subject to the Declaration of
Conditions, Covenants, Easements, and Restrictions as recorded in the Official
Records of Seminole County (ORSC), Book 8871, Page 98, as amended by the First
Amendment to the same, as recorded in ORSC, Book 8964, Page 1579. These
documents govern the maintenance and cost allocations among properties in the
Town Center.
Transportation:
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Not applicable for this project as a traffic study was not required.
Parking:
Not applicable for this project as no parking is being provided with the street
extension.
Aesthetic Review:
An Aesthetic Review was not applicable for this project as no buildings are part of
the site plan.
Reports:
The Final Engineering submittal is required to include the following reports or
updates of previously prepared reports for the same property.
Reports
August 2, 2024 Environmental Report (Ex. “2“)
Procedural History:
June 11, 2024 Pre-Application Meeting
Not Required Community Meeting
March 11, 2025 Arbor Application for Specimen Trees Removal
June 5, 2025 Planning & Zoning Board | Recommendation on
Final Engineering Site Plan, Waivers, Tree Removal
Permit, and Development Agreement
June 23, 2025 City Commission | Hearing on Final Engineering
Site Plan, Waivers, Tree Removal Permit, and
Development Agreement
Waiver Review: Pursuant to Section 20-34, Any real property owner may file a
waiver application requesting a waiver (s) for their real property from any term
and condition of this chapter (except from the list of permitted, conditional and
prohibited uses set forth in any zoning district category). The Planning and
Zoning Board shall be required to review all waiver applications and make a
written recommendation to the City Commission. Such recommendation shall
include the reasons for the board's recommendation and show the board has
considered the applicable waiver criteria set forth and analyzed below. Upon
receipt of the Planning and Zoning board's recommendation, the city
commission shall make a final decision on the application. If the city commission
determines that the planning and zoning board has not made a
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recommendation on an application within a reasonable period, the city
commission may, at its discretion, consider an application without the planning
and zoning board's recommendation.
Waiver I: A waiver to the right-of-way width of Sec. 20-325(c)(4) to allow Sea Hawk
Cove’s extension to have a 62’ right-of-way in lieu of a 60’ right-of-way, which is the
standard right-of-way distance for streets designated as a Town Center Street.
Waiver Review
1. The applicant clearly demonstrates that the applicable term or condition
clearly creates an illogical, impossible, impractical, or patently
unreasonable result related to the proposed property and development.
Analysis: Staff find that the applicant has demonstrated that the 62’ width
of the prior existing right-of-way on the west side of Michael Blake Boulevard
necessitates a need for the extension to be consistent.
2. The proposed development plan is in substantial compliance with this
chapter and in compliance with the comprehensive plan.
Analysis: Staff find that the proposed right-of-way width is substantially
compliant with the Town Center right-of-way standard as a continuation of
the existing right-of-way and is in compliance with the comprehensive plan.
3. The proposed development plan will significantly enhance real property.
Analysis: Staff find that the proposed site plan and extension will
significantly enhance the real property by allowing access to the proposed
coffee shop, day care, and future residences proposed in this development.
4. The proposed development plan serves the public health, safety, and
welfare.
Analysis: Staff find that the extension of Sea Hawk Cove will serve the public
health, safety, and welfare of area residents.
5.
The waiver will not diminish property values in or alter the essential
character of the surrounding neighborhood.
Analysis: Staff find that the waiver will not diminish property values or the
essential character of the surrounding neighborhood. The Town Center is
meant to be a mixed-use of commercial and residential to serve residents
and visitors. The extension of Sea Hawk Cove will help to further this goal as
the property is developed.
6. The waiver granted is the minimum waiver that will eliminate or reduce
the illogical, impossible, impractical, or patently unreasonable result
caused by the applicable term or condition under this chapter.
Analysis: Staff find that the waiver is the minimum waiver that will
eliminate or reduce the illogical, impossible, impractical, or patently
unreasonable result caused by the applicable term or condition under this
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chapter. The design best suits traffic flow to the proposed commercial and
residential uses to provide access.
7. The proposed development plan is compatible and harmonious with the
surrounding neighborhood.
Analysis: Staff find that the site plan is compatible with the surrounding
Sea Hawk Cove development and with the Town Center.
8. Whether the applicant has agreed to execute a binding development
agreement required by the city to incorporate the terms and conditions of
approval deemed necessary by the city commission including, but not
limited to, any mitigative techniques and plans required by City Code.
Analysis: The Applicant is working on and has agreed to a binding
Development Agreement to incorporate terms and conditions deemed
necessary by the City Commission.
Waiver II: A waiver to the maximum lot dimensions requirement of Sec. 20-
325(b)(2), T5 dimensional requirements to allow for lots to have widths and depths
greater than what T5 permits, specifically:
1. Proposed Lot 1 to have a depth of 170.67 ft in lieu of 160 ft max.
2. Proposed Lot 1 to have a width of 356.65 ft in lieu of 180 ft max.
3. Proposed Lot 2 to have a depth of 170.67 ft in lieu of 160 ft max.
4. Proposed Lot 3 to have a depth of 232.12 ft instead of 160 ft max.
5. Proposed Lot 3 to have a width of 193.14 ft in lieu of 180 ft max.
Waiver Review
1. The applicant clearly demonstrates that the applicable term or condition
clearly creates an illogical, impossible, impractical, or patently
unreasonable result related to the proposed property and development.
Analysis: Staff find that the applicant clearly demonstrates that the
applicable conditions create an illogical, impossible, impractical, or patently
unreasonable result related to the proposed extension of Sea Haw k Cove
and the proposed uses. The proposed uses necessitate a change in lot size
to accommodate the commercial and residential characteristics.
2. The proposed development plan is in substantial compliance with this
chapter and in compliance with the comprehensive plan.
Analysis: Staff find that the proposed lot sizes are substantially compliant
with the Code requirements and the desired goals for the Town Center as
described in the comprehensive plan. A proposed mixture of commercial
and residential is what the Town Center was developed to provide and the
proposed uses on the lots include townhomes, restaurants, and a day care
that will cater to the needs of residents.
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3. The proposed development plan will significantly enhance the real
property.
Analysis: Staff find that the proposed uses on the lots will significantly
enhance the real property by providing residential and commercial uses
that will benefit the Town Center.
4. The proposed development plan serves the public health, safety, and
welfare.
Analysis: Staff find that the plan services the public health, safety, and
welfare. The proposed lots will permit the proposed uses that will increase
the quality of life for residents and visitors.
5. The waiver will not diminish property values in or alter the essential
character of the surrounding neighborhood.
Analysis: Staff find that the waiver will not diminish property values in or
alter the essential character of the surrounding neighborhood. Instead, it
will greatly enhance the development of the Town Center and add to the
housing options and commercial services available to residents and visitors.
6. The waiver granted is the minimum waiver that will eliminate or reduce
the illogical, impossible, impractical, or patently unreasonable result
caused by the applicable term or condition under this chapter.
Analysis: Staff find that this waiver eliminate or reduce the illogical,
impossible, impractical, or patently unreasonable result caused by the
applicable conditions by allowing for the maximum lot sizes necessary to
accommodate residential and commercial uses that will benefit the Town
Center. Additionally, should Lot 1 be split again in the future, this will
further bring the proposed lots into compliance with the size requirements
of the Code.
7. The proposed development plan is compatible and harmonious with the
surrounding neighborhood.
Analysis: Staff find that the proposed development plan is compatible and
harmonious with the surrounding neighborhood. While proposed lots
have dimensions larger than normal for the Town Center, they will
accommodate uses that are desirable for the Town Center.
8. Whether the applicant has agreed to execute a binding development
agreement required by the city to incorporate the terms and conditions of
approval deemed necessary by the city commission including, but not
limited to, any mitigative techniques and plans required by City Code.
Analysis: The Applicant is working on and has agreed to a binding
Development Agreement to incorporate terms and conditions deemed
necessary by the City Commission.
FINAL PLAT CRITERIA, PER SEC. 9-10 OF THE CITY CODE:
49
P U B L I C H E A R I N G S A G E N D A I T E M | T H U R S D A Y , J U N E 5 , 2 0 2 5 , | P A G E 11 OF 14
(a) The application is in compliance with the provisions of this chapter and
applicable law.
Analysis: Staff believes the plat meets this criteria. The Final Plat is being
requested in furtherance of the final engineering plans, which were
reviewed for consistency with the City Code, and the proposed final plat is
substantially in conformance with such plans. The City’s surveyor has
additionally performed a review of the proposed plat and found the plat to
be in conformance with the requirements of Chapter 177, Florida Statutes.
(b) The application is consistent with the City’s comprehensive plan and
applicable City master plans.
Analysis: The proposed plat would allow the subdivision of the subject
property consistent with the City’s Comprehensive Plan. The intent of the
Town Center future land use category is to establish a vibrant “downtown”
area in the heart of the City, based upon traditional neighborhood
development (TND) standards which include mixed use development built
on a pedestrian scale interconnected grid of streets and blocks. Typical
uses that are encouraged include shops, personal and business services,
grocery stores, restaurants, cinemas, hotels, offices, civic facilities, day care,
and residential in various forms. Uses on site are in alignment with the
City’s comprehensive plan. The use of townhomes and a day care are
permitted in the Town Center T-5 Transect as a conditional use. The Future
Land Use Map (FLUM) depicts this site as Town Center and therefore the
site is compliant with the FLUM.
(c) The application is compatible and in harmony with the surrounding
neighborhood including with respect to the size of existing surrounding
lots and development trends in the neighborhood which have been
previously approved by the City Commission.
Analysis: The site is located in the T-5 Transect of the Town Center District –
the area of most intensive use in the city. The site is compatible with
surrounding development in terms of intensity of uses.
(d) The application does not create any lots, tracts of land, or developments
that do not conform to the City Code.
Analysis: Staff believes the plat meets this criteria. The lot dimensions in
the proposed final plat are part of a waiver being recommended for
approval as part of the final engineering site plan.
(e) The application does not create burdensome congestion on the streets
and highways.
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P U B L I C H E A R I N G S A G E N D A I T E M | T H U R S D A Y , J U N E 5 , 2 0 2 5 , | P A G E 12 OF 14
Analysis: The site does not create burdensome congestion on streets or
highways, as adequate internal circulation has been provided to reduce
possible congestion on SR 434 and Michael Blake Blvd. A traffic analysis will
be performed to assess the impact of the proposed development in
conjunction with the final engineering plans for the individual lots.
(f) The application promotes the orderly layout and use of land.
Analysis: The site promotes the orderly layout and use of land. There is
appropriate separation between structures, landscaping to define sections
of the larger site, and adequate internal circulation.
(g) The application provides for adequate light and air.
Analysis: The spacing of buildings ensures that there is adequate light and
air both within the site and with respect to adjacent sites.
(h) The application does not create overcrowding of land.
Analysis: There is enough space on the lots to provide appropriate
separation between buildings that prevents overcrowding of land.
(i) The application does not pose any significant harm to the adequate and
economical provision of water, sewer, and other public services.
Analysis: This site does not pose any significant harm to the adequate and
economical provision of water, sewer, and other public services. Adequate
utility easements for public water lines are provided as referenced on the
plat. In addition, utility easements are provided and dedicated to the
public as referenced in the Declaration of Cross-Easements, as well as
emergency inspection and maintenance easements over the private
stormwater facilities in the development.
(j) The application provides for proper ingress and egress through a public or
approved private street or perpetual cross access easements.
Analysis: There is appropriate and proper ingress and egress through
access to . There is appropriate internal circulation through a series of
internal streets.
Applicable Law, Public Policy, and Events:
Florida Statutes 163.2511-163.3246: Growth Policy; County and Municipal Planning;
Land Development Regulation (Provides that land development regulations for
municipal planning be consistent with the Comprehensive Plan).
Home Rule Powers
Code of Ordinances City of Winter Springs.
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P U B L I C H E A R I N G S A G E N D A I T E M | T H U R S D A Y , J U N E 5 , 2 0 2 5 , | P A G E 13 O F 14
Section 20-1. Definitions.
Fiscal Impact:
The Fiscal Impact Report shall be reviewed and approved prior to the project being
heard before the City Commission.
Development Agreement:
The Applicant is currently working with the City Attorney on the Development
Agreement for the project. The Development Agreement shall be executed prior
to any work on the project covered within this document.
STAFF RECOMMENDATION
Staff recommends that the Planning & Zoning Board recommend approval of the
Site/Final Engineering, Final Plat, Waivers, Removal of Three (3) Specimen Trees,
and Development Agreement to the City Commission, subject to the following
conditions:
1. Execution of the Development Agreement.
2. Mitigation of specimen and non-specimen tree removal per the Arbor
Permit Application, ARBOR-2025-0210. The applicant shall be required to
pay $227,400 for the removal of the trees, including 3 specimen trees, prior
to the issuance of the tree removal and land clearing permit.
3. Filing of a subdivision performance bond in a form acceptable to the City
Attorney.
4. There shall be no retail sales, manufacturing, or compounding of any
products derived from the hemp plant or cannabis plant, including CBD
(cannabidiol).
5. All grass on the Property shall be Bahia grass. No St. Augustine grass or grass
types with low drought tolerance shall be permitted.
Attachments:
Figure “1” - Sea Hawk Cove Extension Plan Set
Figure “2“ - Environmental and Wildlife Report
Exhibit “3” - Final Plat for Sea Hawk Cove
Exhibit “4”- Sea Hawk Cove Landscape Plan
Exhibit “5”- Sea Hawk Cove Tree Removal Plan
Exhibit “6”- Development Agreement
Exhibit “7”- Application for Final Engineering and Development Plan
Exhibit “8”- Application for Tree Removal
Exhibit “9”- Application for Final Plat
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P U B L I C H E A R I N G S A G E N D A I T E M | T H U R S D A Y , J U N E 5 , 2 0 2 5 , | P A G E 14 OF 14
53
AT
SEA HAWK COVE EXTENSION
PARCEL ID #: 26-20-30-5AR-0A00-007L
DEVELOPER
MARK MECHLOWITZ
TUSKAWILLA RETAIL PARTNERS II, LLC
880 GLENWOOD AVENUE SE
ATLANTA, GA 30316
ENGINEER APPLICANT
NV5, INC.
6200 LEE VISTA BLVD.
ORLANDO, FL 32822
FRANKLIN A. PORTER, P.E.
407-896-3317
VICINITY MAP
NTS
LANDSCAPE:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF WINTER SPRINGS
REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED,
MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
SEE 02900 SPECIFICATION.
3. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED, UNLESS
OTHERWISE NOTED. THOSE ISLANDS ARE TO HAVE CONC. CURB.
4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS
OTHERWISE NOTED.
5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE MODIFIED
AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS
OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL
UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS
REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING
AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS
AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE
BID.
7. THE SITE WORK FOR THE PROJECT SHALL MEET OR EXCEED THE "SITE SPECIFIC
SPECIFICATIONS".
8. LIGHTING ELECTRICAL PLANS TO BE PROVIDED BY DUKE ENERGY.
9. ALL SIGNAGE AND STRIPING TO BE INSTALLED IN ACCORDANCE WITH
MUTCD (LATEST EDITION) STANDARDS AND SPECIFICATIONS.
10. NO ONSITE BURNING IS ALLOWED AT ANY TIME.
11. ALL ORGANIC OR OTHER UNSUITABLE MATERIALS MUST BE HAULED OFF THE SITE AND
PROPERLY DISPOSED.
12. PAYMENT OF THE 1% SITE INSPECTION FEE IS DUE PRIOR TO BREAKING GROUND. FEE
IS 1% OF THE TOTAL SITEWORK CONSTRUCTION COST, NOT INCLUDING ITEMS COVERED
BY A BUILDING PERMIT.
13. PROVIDE A VIDEO INSPECTION OF ALL SANITARY SEWER MAINS, SANITARY SEWER
LATERALS, AND ALL STORMWATER PIPES. PROVIDE THE CITY WITH A DVD COPY OF ALL
VIDEO INSPECTIONS.
14. ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH 2017 DESIGN STANDARDS, 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, AND 2010 UTILITY ACCOMMODATION MANUAL.
SITE GRADING NOTES:
GEOTECH:
NV5, INC
407-695-4800
APOPKA, FLORIDA 32703
2501 S. BINION ROAD
WATER MANAGEMENT:
SITEWORK CONSTRUCTION
WATER
WINTER SPRINGS, FLORIDA 32708
1126 EAST STATE ROAD 434
CITY OF WINTER SPRINGS, FLORIDA
ST. JOHNS RIVER WATER MAN. DISTRICT
WASTEWATER
ELECTRIC:
OVIEDO, FLORIDA 32765
2801 WEST STATE ROAD 426
DUKE ENERGY
800-700-8744
SURVEYOR:
407-896-3317
FRANK A. PORTER, P.E.
ORLANDO, FLORIDA 32822
6200 LEE VISTA BLVD.
NV5, INC.
CIVIL ENGINEER:
J. SCOTT LIBERTY
WINTER PARK, FLORIDA 32792
5621 REVELWOOD LOOP
J. SCOTT LIBERTY, LANDSCAPE ARCHITECT
407-719-2124
352-414-4621
CLINTON N. RICKNER, PSM
OCALA, FLORIDA 34471
2100 SE 17TH STREET, UNIT 802
CHW, INC., AN NV5 COMPANY
WINTER SPRINGS, FLORIDA 32708
1126 EAST STATE ROAD 434
CITY OF WINTER SPRINGS, FLORIDA
407-327-8979
WINTER SPRINGS, FLORIDA 32708
1126 EAST STATE ROAD 434
CITY OF WINTER SPRINGS, FLORIDA
GEOTECHNICAL RECOMMENDATIONS:
1.SITE PREPARATION FOR CONSTRUCTION SHOULD CONSIST OF REMOVAL OF
ALL EXISTING STRUCTURES, FOUNDATIONS, PAVEMENTS, UNDERGROUND
UTILITIES, LANDSCAPE, AND OTHER DELETERIOUS MATERIALS WITHIN
PROPOSED BUILDING AND PAVEMENT. FOOTPRINTS. ANY VOIDS CREATED BY
THE REMOVAL OF THESE DELETERIOUS MATERIALS SHOULD BE PROPERLY
BACKFILLED.
2.SITE PREPARATION RECOMMENDED ABOVE SHOULD INCLUDE THE PLANNED
STRUCTURE AND PAVEMENT FOOTPRINTS PLUS A FIVE-FOOT PERIMETER.
3.FILL SOILS SHOULD CONSIST OF EITHER INORGANIC, NON-PLASTIC SAND
HAVING LESS THAN 12% MATERIAL PASSING THE NO. 200 SIEVE. IN
PARTICULAR, FILL SOILS PLACED WITHIN THE UPPER 12 INCHES OF THE
SUBGRADE OF BUILDING GRADE SLABS ON GRADE SHOULD CONSIST OF
EITHER SAND WITH LESS THAN 10% PASSING THE NUMBER 200 SIEVE.
4.REPRESENTATIVE SAMPLES OF THE FILL SOILS SHOULD BE COLLECTED FOR
CLASSIFICATION AND COMPACTION TESTING. THE MAXIMUM DRY DENSITY,
OPTIMUM MOISTURE CONTENT, GRADATION, AND PLASTICITY SHOULD BE
DETERMINED. THESE TESTS ARE NEEDED FOR QUALITY CONTROL OF THE
COMPACTED FILL.
5.FILL SOILS SHOULD BE PLACED WITH LOOSE LIFT THICKNESSES OF NOT MORE
THAN 12 INCHES, MOISTURE-CONDITIONED TO WITHIN THREE (3) PERCENT OF
THE OPTIMUM MOISTURE CONTENT BASED ON ASTM D-1557 AND COMPACTED
TO A MINIMUM OF 95 PERCENT RELATIVE COMPACTION. ONE TEST SHOULD BE
PERFORMED FOR EACH 2,500 SQUARE FEET OF FILL AREA PER LIFT OF FILL
SOIL. IF DURING THE COMPACTION PROCESS FILL SHOWS EVIDENCE OF
YIELDING UNDER THE WEIGHT OF THE ROLLER, IT SHOULD BE SCARIFIED AND
RE-COMPACTED, OR REMOVED AND REPLACED WITH FILL.
6.VIBRATIONS PRODUCED BY THE OPERATION OF THE COMPACTOR SHOULD BE
MONITORED FOR POTENTIAL ADVERSE EFFECTS ON ADJACENT EXISTING
STRUCTURES, PAVEMENTS, AND UTILITIES. IF NEARBY STRUCTURES WILL BE
AFFECTED BY THE VIBRATION OF THE COMPACTOR, THE COMPACTION
PROCEDURE MAY REQUIRE MODIFICATION AS APPROVED BY THE
GEOTECHNICAL ENGINEER.
407-327-8979
407-327-8979
407-275-5120
JAMES R. HILL, III, P.E., S.I.
ORLANDO, FLORIDA 32822
6200 LEE VISTA BLVD.
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SITE UTILITY NOTES:SITE PLAN NOTES:
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C01.0
SR 434 & MICHAEL BLAKE BLVD
WINTER SPRINGS, FLORIDA
PROJECT
LOCATION
AERIAL PHOTO
NTS
1.CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF
ANY EXISTING UTILITIES SERVING THE STRUCTURE.
2.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,
AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
3.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED.
4.PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
5.EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
6.STORM PIPE SHALL BE PER MASTER SITE SPECIFICATIONS SECTION 02630.
7.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS
NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
8.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT
9.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE
TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE.
LIDS SHALL BE LABELED "STORM SEWER".
10.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL
N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
11.CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH
FIT AND CONTINUOUS GRADE.
12.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND
PAVED AREAS.
13.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL.
CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR
SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A
HEALTHY STAND OF VEGETATION IS OBTAINED.
14.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
15.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT.
16.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYOR CONSULTANT. IF
THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT
EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A
REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.
17.ALL EXISTING MANHOLE RIMS TO BE FLUSH WITH FINISHED GRADE. CONTRACTOR TO INSTALL MANHOLE
RISERS OR ADJUST EXISTING FRAMES AS NECESSARY.
18.EXISTING GRATE ELEVATIONS TO REMAIN. WHERE PAVEMENT OVERLAY IS TO BE PLACED, FEATHER OVERLAY
TO MATCH EXISTING GRATE ELEVATION TO FORM A SMOOTH TRANSITION.
19.SPOT ELEVATIONS ADJACENT TO CURBS REPRESENT EDGE OF PAVEMENT ELEVATIONS, TOP OF CURB
SHOULD BE CONSIDERED 6" HIGHER.
20.CONTRACTOR TO MATCH EXISTING GRADE AT LIMITS OF DISTURBANCE, AS DEPICTED ON SWPPP SITE MAPS
21.STRIP THE SURFICIAL ORGANIC SANDS AND IMPORT A MINIMUM OF 2 FEET OF PRE-APPROVED ENGINEERED
FILL WITHIN THE LIMITS OF PROPOSED BUILDING FOUNDATIONS AND PAVEMENT.
22.AFTER STRIPPING IS COMPLETE, THE EXPOSED SUBGRADE SHALL BE OBSERVED, TESTED AND
PROOF-ROLLED WITH A MINIMUM OF 10 PASSES WITH A HEAVY VIBRATORY ROLLER IN PERPENDICULAR
DIRECTIONS.
23.FILL SHALL BE COMPACTED IN LIFTS NO THICKER THAN 9 TO 12 INCHES IN LOOSE THICKNESS, WITH EACH
LIFT COMPACTED TO AT LEAST 95 PERCENT OF THE SOILS MODIFIED PROCTOR DRY DENSITY, (ASTM D-1557),
AT A DEPTH OF 1 FOOT BELOW THE COMPACTED SURFACE, AS DETERMINED BY IN-PLACE DENSITY TESTS.
24.FILL SHALL BE COMPACTED TO 95 PERCENT OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY
25.IMPORTED FILL OR BACKFILL SHOULD CONSIST OF FINE SAND WITH LESS THAN 15 PERCENT PASSING THE NO.
200 SIEVE, FREE OF RUBBLE, ORGANICS, CLAY, DEBRIS, AND OTHER UNSUITABLE MATERIAL.
26.MOISTURE CONTENT OF THE FILL SHALL BE WITH IN +/-2 PERCENT OF OPTIMUM MOISTURE CONTENT AS
ESTABLISHED IN ASTM D-1557.
27.ONE FIELD DENSITY TEST SHALL BE CONDUCTED PER 2,500 SQUARE FEET (OR FRACTION THEREOF) PER LIFT,
IN THE BUILDING AREA, 1 TEST PER 5,000 SQUARE FEET IN PAVEMENT AREAS.
28.ALTHOUGH THE EXPOSED SUBGRADE IS ANTICIPATED TO BE RELATIVELY STABLE UPON INITIAL EXPOSURE,
UNSTABLE SUBGRADE CONDITIONS COULD DEVELOP DURING GENERAL CONSTRUCTION OPERATIONS IF THE
SOILS ARE WETTED AND/OR SUBJECTED TO REPETITIVE CONSTRUCTION TRAFFIC.
29.LANDSCAPED AREAS BETWEEN RESIDENTIAL BUILDINGS AND SIDEWALKS ALONG PUBLIC ROADS SHALL BE
SLOPED SUCH THAT THE EXPOSED FOOTER OF THE BUILDING IS A MINIMUM OF 1 FOOT AND MAXIMUM OF2.5 FEET.
1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.2.CONTRACTOR SHALL NOTIFY THE PROPER UTILITIES AUTHORITIES 48 HOURS PRIOR TO ANY UTILITIESCONSTRUCTION.3.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:8" PVC SDR35 PER ASTM D3034, FOR PIPES LESS THAN 10' DEEP8" PVC SDR26 PER ASTM D3034, FOR PIPES MORE THAN 10' DEEP6" PVC SDR35 PER ASTM D3034DUCTILE IRON PIPE PER AWWA C1504.WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE DEPICTED ON PLANS:6" AND LARGER, PVC C-900 PER ASTM D2241CLASS 200 UNDER PUBLIC ROADS, OTHERWISE CLASS 1506" AND LARGER DUCTILE IRON PIPE PER AWWA C150SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22OR PVC, 200 P.S.I., PER ASTM D1784 and D2241.5.MINIMUM TRENCH WIDTH SHALL BE 2 FEET.6.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES AND SANITARY SEWER.7.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BY CITY OF WINTER SPRINGSPUBLIC WORKS BEFORE BACKFILLING.8.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENTELEVATIONS, AND TO BE SIX INCHES ABOVE UNPAVED GROUND ELEVATIONS WITH WATER TIGHT LIDS.9.EXISTING UTILITIES HAVE BEEN FIELD VERIFIED, HOWEVER, EXISTING UTILITIES SHALL BE RE-VERIFIED INFIELD PRIOR TO INSTALLATION OF ANY NEW LINES. THE EXISTING SANITARY SEWER SIZE, LOCATION, ANDELEVATION SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND DEPICTED ON THESE PLANS.10.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.11.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICECOMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICES.12.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS ANDSPECIFICATIONS.13.ALL WATER JOINTS ARE TO BE MECHANICAL RESTRAINED JOINTS.14.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GASLINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICALJOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICALRESTRAINED JOINTS AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTSOF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).15.ALL SANITARY LATERALS (LESS THAN 6" DIAMETER) SHALL BE SLOPED AT A MINIMUM OF 1.00%.16.CONTRACTOR SHALL TURN OFF THE CORPORATION STOPS AT THE METERS FOR ALL WATER SERVICESTHAT ARE TO BE REMOVED.17.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADING OFTHE SITE THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. CONTRACTOR SHALLMINIMIZE DAMAGE TO TREE ROOT SYSTEM.18.A MINIMUM OF 5 FT SEPARATION SHALL BE PROVIDED BETWEEN THE UNDERGROUND UTILITIES AND ANYPROPOSED LARGE CANOPY TREES.19.PRIVATE DEDICATED UNDERGROUND FIRE MAINS AND FIRE HYDRANTS MUST BE INSTALLED BY A LICENSEDFIRE CONTRACTOR CLASS I, II, III, IV. COMBINATION FIRE MAINS (SHARED DOMESTIC AND FIRE PROTECTIONSERVICE) AND FIRE HYDRANTS UP TO THE DEDICATED FIRE PROTECTION SYSTEM "POINT OF SERVICE" CANBE INSTALLED BY A LICENSED UNDERGROUND UTILITY /EXCAVATION CONTRACTOR, GENERALCONTRACTOR, OR PLUMBING CONTRACTOR.20.UNDERGROUND FIRE MAINS WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 24-2025EDITION. STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIRAPPURTENANCES.21.IN PAVED AREAS, ALL CLEANOUT COVERS SHALL BE TRAFFIC RATED.
LEGAL DESCRIPTION:
JURISDICTION / UTILITIES CONSULTANTS
A PORTION OF LOT 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON
LAKE JESSUP, SAID LANDS LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31
EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5,
OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER
FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION
77070-2516, SHEET 10 OF 13, P.I. STATION 600+32.11); THENCE RUN S38°23'24"E, A
DISTANCE OF 1320.11 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID
RIGHT-OF-WAY MAP; THENCE DEPARTING SAID BASELINE, RUN N51°36'26"E, A
DISTANCE OF 94.94 FEET TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE
OF THE AFORESAID STATE ROAD 434, AS SHOWN ON SAID RIGHT-OF-WAY MAP FOR
THE POINT OF BEGINNING, SAID POINT ALSO LYING UPON THE SOUTHEASTERLY
RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD AS RECORDED IN OFFICIAL
RECORDS BOOK 7486, PAGE 138, PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA,
FOR A POINT OF BEGINNING; THENCE, DEPARTING SAID NORTHEASTERLY
RIGHT-OF-WAY LINE OF STATE ROAD 434, RUN ALONG SAID SOUTHEASTERLY RIGHT
OF WAY LINE OF MICHAEL BLAKE BOULEVARD THE FOLLOWING COURSES AND
DISTANCES: RUN N25°10'29"W A DISTANCE OF 48.66 FEET; THENCE RUN N39°43'39"W A
DISTANCE OF 246.60 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE
EASTERLY HAVING A RADIUS OF 25.00 FEET; AND A CHORD BEARING OF N05°16'21"E,
THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL
ANGLE OF 90°00'00" A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY; THENCE
RUN N50°16'21"E A DISTANCE OF 389.87 FEET; THENCE RUN N52°36'43"E A DISTANCE
OF 71.07 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY
HAVING A RADIUS OF 15.00 FEET AND A CHORD BEARING OF N73°09'12"E; THENCE
RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF
41°04'59" A DISTANCE OF 10.76 FEET TO THE POINT OF TANGENCY; THENCE RUN
S86°18'18"E A DISTANCE OF 22.68 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE SOUTHERLY HAVING A RADIUS OF 15.00 FEET AND A CHORD BEARING OF
S65°11'39"E; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A
CENTRAL ANGLE OF 42°13'19” A DISTANCE OF 11.05 FEET TO THE POINT OF
TANGENCY; THENCE RUN S44°04'59"E A DISTANCE OF 31.18 FEET; THENCE RUN
N50°24'26"E A DISTANCE OF 1.88 FEET; THENCE DEPARTING SAID SOUTHEASTERLY
RIGHT OF WAY LINE, RUN S39°22'12”E A DISTANCE OF 606.04 FEET TO A POINT ON THE
NORTHWESTERLY BOUNDARY LINE OF ACQUISITION PARCEL B (RAILS TO TRAILS
CORRIDOR) AS RECORDED IN OFFICIAL RECORDS BOOK 4092, PAGE 0164, PUBLIC
RECORDS OF SEMINOLE COUNTY FLORIDA; THENCE RUN S49°31'35”W ALONG SAID
NORTHWESTERLY BOUNDARY LINE A DISTANCE OF 529.43 FEET TO A POINT ON THE
AFORESAID NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 434; THENCE
DEPARTING SAID NORTHWESTERLY BOUNDARY LINE, RUN N39°43'39"W ALONG SAID
NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 357.65 FEET TO THE POINT OF
BEGINNING.
SAID PARCEL CONTAINS 8.107 ACRES, MORE OR LESS.
SHEET LIST TABLE
Sheet Number Sheet Title Revision 1 02/14/25 Revision 2 04/25/25
C01.0 COVER SHEET X X
S01.0 SURVEY PLAN
C02.0 SWPPP PHASE 1 PLAN
C03.0 SWPPP PHASE 2 PLAN
C04.0 SWPPP DETAILS & NOTES
C05.0 GRADING PLAN X
C06.0 UTILITY PLAN X
C07.0 PLAN AND PROFILE X
C08.0 FIRE TRUCK ACCESS PLAN X X
C09.0 SANITARY SEWER DETAILS
C10.0 GENERAL DETAILS SHEET I
C10.1 GENERAL DETAILS SHEET II X
C11.0 POTABLE WATER DETAILS SHEET
C12.0 TREE REMOVAL PLAN
L01.0 LANDSCAPE PLAN
PROJECT
LOCATION
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This item has been electronically signed and
sealed by Franklin Porter, PE on the date adjacent
to the seal using a SHA authentication code.
Printed copies of this document are not considered
signed and sealed and the SHA authentication
code must be verified on any electronic copies.
Digitally signed
by Franklin A
Porter
Reason: I am
approving this
document
Date: 2025.04.25
17:37:21-04'00'
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ST
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STORM MANHOLE
NRE: 35.86'
NE INV: 31.52'
(18" RCP)
STORM MANHOLE
NRE: 27.83'
NW INV: 22.80'
(18" RCP)
STORM MANHOLE
NRE: 39.06'
NE INV: 33.68'
(18" RCP)
ST ST ST STSTST
292'ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)
SE INV: 30.30' (18" RCP)
NW INV: 30.34' (18" RCP)
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 36.86'
SW INV: 31.88' (18" RCP)
SE INV: 31.81' (18" RCP)
NW INV: 31.83' (18" RCP)
STORM MANHOLE
NRE: 40.80'
SE INV: 35.28'
(18" RCP)
SS
SS
SS
SS
SS
SANITARY MANHOLE
NRE: 28.02'
NW INV: 16.38' (6" PVC)
SE INV: 16.47' (6" PVC)
SW INV: 16.32' (6" PVC)
CATCH BASIN
RIM: 27.96'
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
5.
0
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4.
7
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SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 28.93'
N: 1584822.53
E: 573114.51
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 40.63'
N: 1585320.46
E: 572685.68
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P*. 10 P.I. STATION 60032.11)
P*. 10 P.I. STATION 60032.11
FDOT F/W MAP SECTION 770702516
BASELINE OF SURVE< AS SHOWN ON
NORTHEASTERL< R/W LINE
OF STATE ROAD NO. 434
SOUTHEASTERL< R/W LINE
OF MICHAEL BLAKE BOULEVARD
(PER DEED)
L2
L3 L4
C1
C2
C3
N 39°43'39" W 246.60' (M)N 38°43'16" W 246.60' (D)L1
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&
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(O.R.B. 7486 P*. 155)
FENCE POST IS
3.9' SOUTH OF
THE PROPERT<
CORNER
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
50'
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(T<PICAL)
*UTTER
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60' ACCESS EASEMENT
(O.R.B. 9168 PA*E 1505)
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S 38°21'49" E 606.04' (D)S 39°22'12" E 606.04' (M)
10"PALM
W
SS
SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 23.40'
NW INV: 18.18' (6" PVC)
SW INV: 18.25' (6" PVC)
SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 22.76'
NE INV: 18.86' (6" PVC)
14"PALM
18"PALM
ST
NE INV: 20.01' (36" HP STORM)
CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
CURB INLET
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
0GRAPHIC SCALE408020
N
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ALTA/NSPS LAND TITLE SURVEY
LOCATED IN THE NORTHWEST QUARTER (NW 1/4) OF
SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST
CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA
= ASPHALT SURFACE
= CONCRETE SURFACE= BENCHMARK= CONTOUR LINE30 X30.5 = SPOT ELEVATION (PERVIOUS)
X 30.45 = SPOT ELEVATION (IMPERVIOUS)= TREE (SIZE/TYPE AS NOTED)
= 4' METAL LINK FENCEX
= TRAFFIC SIGN
LEGEND:
(D) = DATA BASED ON OFFICIAL RECORDS(M) = DATA BASED ON FIELD MEASUREMENTSFEMA = FEDERAL EMERGENCY MANAGEMENT AGENCYF.I.R.M. = FLOOD INSURANCE RATE MAPR/W = RIGHT OF WAYID. = IDENTIFICATIONINV = INVERTRCP = REINFORCED CONCRETE PIPEO.R.B. = OFFICIAL RECORDS BOOKPB. = PLAT BOOKPG. = PAGEOAK = OAK TREEPALM = PALM TREEPINE = PINE TREETREE = UNKNOWN TREE
= FOUND 4"X4" CONCRETE MONUMENT (AS NOTED) = FOUND 1/2" REBAR & CAP (AS NOTED) = FOUND IRON ROD (NO ID.) = FOUND NAIL & DISK (AS NOTED) = SET 5/8" STEEL ROD & CAP (LB 5075)
LEGAL DESCRIPTION: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NUMBER: 11911023, COMMITMENT DATE: 07-26-2024)
A PORTION OF LOT 8, BLOCK "A", D.R. MITCHELL'S SURVEY OF THE LEVY GRANT ON LAKE JESSUP, SAID LANDS LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST, ACCORDING TOTHE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF STATE ROAD 434 AND TUSKAWILLA ROAD (PER FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 77070-2516, SHEET 10 OF13, P.I. STATION 600+32.11); THENCE RUN S38°23'34"E, A DISTANCE OF 1320.11 FEET ALONG THE BASELINE OF SURVEY AS SHOWN ON SAID RIGHT-OF-WAY MAP; THENCE DEPARTING SAIDBASELINE, RUN N51°36'26"E, A DISTANCE OF 94.94 FEET TO A POINT ON THE NORTHEASTERLY RIGHT-OF-WAY LINE OF THE AFORESAID STATE ROAD 434, AS SHOWN ON SAID RIGHT-OF-WAYMAP FOR THE POINT OF BEGINNING, SAID POINT ALSO LYING UPON THE SOUTHEASTERLY RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD AS RECORDED IN OFFICIAL RECORDS BOOK7486, PAGE 138, PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA, FOR A POINT OF BEGINNING; THENCE, DEPARTING SAID NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 434, RUNALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD THE FOLLOWING COURSES AND DISTANCES: RUN N24°10'06"W A DISTANCE OF48.66 FEET; THENCE RUN N38°43'16"W A DISTANCE OF 246.60 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 25.00 FEET; AND A CHORDBEARING OF N06°16'44"E, THENCE RUN NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90°00'00" A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY;THENCE RUN N51°1 6'44"E A DISTANCE OF 389.87 FEET; THENCE RUN N53°37'06"E A DISTANCE OF 71.07 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING ARADIUS OF 15.00 FEET AND A CHORD BEARING OF N74°09'35"E; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41°04'59" A DISTANCE OF 10.76FEET TO THE POINT OF TANGENCY; THENCE RUN S85°17'55"E A DISTANCE OF 22.68 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 15.00 FEETAND A CHORD BEARING OF S64°11'I 6"E; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42°13'19” A DISTANCE OF 11.05 FEET TO THE POINT OFTANGENCY; THENCE RUN S43°04'36"E A DISTANCE OF 31.18 FEET; THENCE RUN N51°24'49"E A DISTANCE OF 1.88 FEET; THENCE DEPARTING SAID SOUTHEASTERLY RIGHT OF WAY LINE, RUNS38°21'49”E A DISTANCE OF 606.04 FEET TO A POINT ON THE NORTHWESTERLY BOUNDARY LINE OF ACQUISITION PARCEL B (RAILS TO TRAILS CORRIDOR) AS RECORDED IN OFFICIALRECORDS BOOK 4092, PAGE 0164, PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA; THENCE RUN S50°31 58”W ALONG SAID NORTHWESTERLY BOUNDARY LINE A DISTANCE OF 529.43FEET TO A POINT ON THE AFORESAID NORTHEASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 434; THENCE DEPARTING SAID NORTHWESTERLY BOUNDARY LINE, RUN N38°43'16"W ALONGSAID NORTHEASTERLY RIGHT OF WAY LINE, A DISTANCE OF 357.65 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH: EASEMENT RIGHTS ARISING UNDER THAT CERTAIN EASEMENT BY AND BETWEEN TUSKAWILLA RETAIL PARTNERS, LLC, A FLORIDA LIMITED LIABILITY COMPANY,TUSKAWILLA RETAIL PARTNERS H, LLC, A FLORIDA LIMITED LIABILITY COMPANY, AS TRUSTEE UNDER THE WSR TRUST AGREEMENT DATED JULY 2, 2018 AND JOINED IN BY DFC SEMINOLECROSSING, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED JULY 9, 2018, IN OFFICIAL RECORDS BOOK 9168, PAGE 1505, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
ALSO TOGETHER WITH: EASEMENT RIGHTS ARISING UNDER THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY AND BETWEEN TUSKAWILLA RETAIL PARTNERS, LLC, A FLORIDA LIMITEDLIABILITY COMPANY, TUSKAWILLA RETAIL PARTNERS II, LLC, A FLORIDA LIMITED LIABILITY COMPANY, AS TRUSTEE UNDER THE WSR TRUST AGREEMENT DATED JULY 2, 2018 AND JOINED INBY DFC SEMINOLE CROSSING, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED JULY 9, 2018, IN OFFICIAL RECORDS BOOK 9168, PAGE 1520, PUBLIC RECORDS OF SEMINOLECOUNTY, FLORIDA.
FLOOD ZONE:
THIS PROPERTY IS LOCATED IN FEDERAL FLOODZONE "X", AREAS DETERMINED TO BE OUTSIDE THE0.2% ANNUAL CHANCE FLOODPLAIN, ASINTERPOLATED FROM FEMA F.I.R.M. PANEL NO. 160OF 330, COMMUNITY PANEL NO. "120295 0160 F,EFFECTIVE DATE: SEPTEMBER 28, 2007.
= CLEANOUT
E = ELECTRIC BOX
EH = ELECTRIC HANDHOLE = WOOD LIGHT POLE
ST = STORM SEWER MANHOLE
SV
TB
= SEWER VALVE= TELEPHONE JUNCTION BOX
TS = TRAFFIC SIGNAL BOX
= WATER VALVE
= WATER METER
= STORM INLET
C O
= METAL LIGHT POLE
= METAL HANDRAILO
ICV = IRRIGATION CONTROL VALVE
= BRICK SURFACE
LINE DATA TABLE
LINE
L1
L2
L3
L4
DIRECTION
N 25°10'29" W(M)N 24°10'06" W(D)
S 86°18'18" E(M)S 85°17'55" E(D)
S 44°04'59" E(M)S 43°04'36" E(D)
N 50°24'26" E(M)N 51°24'49" E(D)
LENGTH
48.66'(M)48.66'(D)
22.68'(M)22.68'(D)
31.18'(M)31.18'(D)
1.88'(M)1.88'(D)
CURVE DATA TABLE
CURVE
C1
C2
C3
LENGTH
39.27'(M)39.27'(D)10.76'(M)10.76'(D)11.05'(M)11.05'(D)
RADIUS
25.00'(M)25.00'(D)15.00'(M)15.00'(D)15.00'(M)15.00'(D)
DELTA
90°00'00"(M)90°00'00"(D)41°04'59"(M)41°04'59"(D)42°13'19"(M)42°13'19"(D)
CHORD
35.36'(M)
10.53'(M)
10.81'(M)
CHORD BEARING
N 5°16'21" E (M)N 6°16'44" E (D)N 73°09'12" E(M)N 74°09'35" E(D)S 65°11'39" E(M)S 64°11'16" E(D)
ICB = IRRIGATION CONTROL BOX
SCHEDULE B-2: (AS FURNISHED PER FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NUMBER: 11911023, COMMITMENT DATE: 07-26-2024)
ITEM NO. 4: THIS PROPERTY IS SUBJECT TO THE RESTRICTION AS TO THE NEARBY PROPERTY ONLY, AND NO OTHER RESTRICTION, AS DEFINED IN AND SET FORTH INPARAGRAPH 18.02(C) OF THE THIRD AMENDMENT TO MEMORANDUM OF LEASE RECORDED MAY 30, 2006, IN OFFICIAL RECORDS BOOK 6265, PAGE 934, AS EVIDENCED BY THATCERTAIN LEASE DATED OCTOBER 19, 2001, BY AND BETWEEN CAPITAL GREEN I, LLC, A GEORGIA LIMITED LIABILITY COMPANY ("LANDLORD") AND PUBLIX SUPER MARKETS, INC.,A FLORIDA CORPORATION ("TENANT") AS EVIDENCED BY THAT CERTAIN MEMORANDUM OF LEASE RECORDED SEPTEMBER 27, 2002, IN OFFICIAL RECORDS BOOK 4539, PAGE 651;AS AMENDED BY FIRST ADDENDUM TO MEMORANDUM OF LEASE RECORDED FEBRUARY 16, 2003, IN OFFICIAL RECORDS BOOK 4713, PAQE 1200; FURTHER AMENDED BYSECOND AMENDMENT TO MEMORANDUM OF LEASE RECORDED JUNE 9, 2005, IN OFFICIAL RECORDS BOOK 5759, PAGE 833; AS FURTHER AMENDED BY THIRD AMENDMENT TOMEMORANDUM OF LEASE MAY 30, 2006, IN OFFICIAL RECORDS BOOK 6265, PAGE 934; AS FURTHER AMENDED BY FOURTH AMENDMENT TO MEMORANDUM OF LEASE RECORDEDMAY 30, 2006, IN OFFICIAL RECORDS BOOK 6265. PA0E 944 AND AS FURTHER AMENDED BY FIFTH AMENDMENT TO MEMORANDUM OF LEASE RECORDED FEBRUARY 11, 2013, INOFFICIAL RECORDS BOOK 7962 PAGE 1505. (NO PLOTTABLE INFORMATION)
ITEM NO. 5: THIS PROPERTY IS SUBJECT TO THE FUTURE DEVELOPMENT COMMITMENT AGREEMENT BY AND BETWEEN WINTER SPRINGS HOLDINGS INC., A DELAWARECORPORATION AND THE CITY OF WINTER SPRINGS, FLORIDA RECORDED NOVEMBER 29, 2010, IN OFFICIAL RECORDS BOOK 7486 PAGE 146. (NO PLOTTABLE INFORMATION)
ITEM NO. 6: THIS PROPERTY IS SUBJECT TO THE UTILITY EASEMENT AGREEMENT BY AND BETWEEN WINTER SPRINGS HOLDINGS INC., A DELAWARE CORPORATION AND THECITY OF WINTER SPRINGS, FLORIDA, A FLORIDA MUNICIPAL CORPORATION RECORDED NOVEMBER 29, 2010, IN OFFICIAL RECORDS BOOK 7486 PAGE 155. (AS SHOWN HEREON)
ITEM NO. 7: THIS PROPERTY IS SUBJECT TO THE DEVELOPMENT AGREEMENT (MULTI-FAMILY/MIXED USE APARTMENT PROJECT-S.R. 434), BY AND BETWEEN THE CITY OF WINTERSPRINGS, FLORIDA AND WINTER SPRINGS HOLDINGS INC., A DELAWARE CORPORATION, RECORDED APRIL 9, 2015, IN OFFICIAL RECORDS BOOK 8446, PAQE 1131; AS MODIFIEDBY THAT CERTAIN FIRST MODIFICATION OF DEVELOPMENT AGREEMENT BY AND BETWEEN THE CITY OF WINTER SPRINGS, A FLORIDA MUNICIPAL CORPORATION AND WINTERSPRINGS HOLDINGS, INC., A DELAWARE CORPORATION, RECORDED JANUARY 31, 2017, IN OFFICIAL RECORDS BOOK 8852, PAGE 1719. (NO PLOTTABLE INFORMATION)
ITEM NO. 8: THIS PROPERTY IS SUBJECT TO THE TERMS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN THAT CERTAIN DECLARATION OF CONDITIONS, COVENANTS,EASEMENTS AND RESTRICTIONS BY AND BETWEEN WINTER SPRINGS HOLDINGS, INC., A DELAWARE LIMITED LIABILITY COMPANY AND WINTER SPRINGS APARTMENTS, LP, ADELAWARE LIMITED PARTNERSHIP RECORDED MARCH 3, 2017, IN OFFICIAL RECORDS BOOK 8871, PAQE 98; AS AMENDED BY THAT CERTAIN FIRST AMENDMENT TODECLARATION OF CONDITIONS, COVENANTS, EASEMENTS AND RESTRICTIONS BY AND BETWEEN WINTER SPRINGS HOLDINGS, INC., A DELAWARE CORPORATION, TUSKAWILLARETAIL PARTNERS, LLC, A FLORIDA LIMITED LIABILITY COMPANY AND WINTER SPRINGS APARTMENTS, LP, A DELAWARE LIMITED LIABILITY PARTNERSHIP RECORDED AUGUST 3,2017, IN OFFICIAL RECORDS BOOK 8964, PAQE 1579 AND AS AFFECTED BY WAIVER AND RELEASE OF USE RESTRICTION AND CONSENT TO FUTURE AMENDMENT RECORDEDJULY 12, 2024, IN OFFICIAL RECORDS BOOK 10660 PAGE 912. (NO PLOTTABLE INFORMATION)
ITEM NO. 9: THIS PROPERTY IS SUBJECT TO THE TERMS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN THAT CERTAIN EASEMENT BY AND BETWEEN TUSKAWILLA RETAILPARTNERS, LLC, A FLORIDA LIMITED LIABILITY COMPANY, TUSKAWILLA RETAIL PARTNERS II, LLC, A FLORIDA LIMITED LIABILITY COMPANY, AS TRUSTEE UNDER THE WSR TRUSTAGREEMENT DATED JULY 2, 2018 AND JOINED IN BY DFC SEMINOLE CROSSING, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED JULY 9, 2018, IN OFFICIAL RECORDSBOOK 9168 PAQE 1505. (AS SHOWN HEREON)
ITEM NO. 10: THIS PROPERTY IS SUBJECT TO THE TERMS, CONDITIONS AND OBLIGATIONS AS CONTAINED IN THAT CERTAIN DRAINAGE EASEMENT AGREEMENT BY ANDBETWEEN TUSKAWILLA RETAIL PARTNERS, LLC, A FLORIDA LIMITED LIABILITY COMPANY, TUSKAWILLA RETAIL PARTNERS II, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ASTRUSTEE UNDER THE WSR TRUST AGREEMENT DATED JULY 2, 2018 AND JOINED IN BY DFC SEMINOLE CROSSING, LLC, A FLORIDA LIMITED LIABILITY COMPANY RECORDED JULY9, 2018, IN OFFICIAL RECORDS BOOK 9168, PAQE 1520. (AFFECTS SUBJECT PROPERTY BUT NO PLOTTABLE INFORMATION)
SURVEYORS NOTES:1. MEASURED COORDINATES AND BEARINGS SHOWN HEREON ARE REFERENCED TO STATE PLANE FLORIDA EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 1983),
2. OBSERVED EVIDENCE OF UTILITIES HAS BEEN SHOWN PURSUANT TO SECTION 5 PARAGRAPH E (IV) OF THE ALTA/NSPS MINIMUM STANDARD DETAIL REQUIREMENTS. THESURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THESURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEYARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY ENCROACH.
4. THIS SURVEY WAS PRODUCED WITH THE BENEFITS OF FURNISHED TITLE WORK VIA FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NUMBER: 11911023,COMMITMENT DATE: 07-26-2024. NO FURTHER INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND OR OWNERSHIP WERE FURNISHED TO THE SURVEYOREXCEPT AS SHOWN, AND NO SEARCH OF THE PUBLIC RECORDS HAS BEEN DONE BY THE SURVEYOR.
5. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY ENCROACH.
6. FENCING, SYMBOLS AND MONUMENTATION SHOWN HEREON MAY BE EXAGGERATED FOR PICTORIAL PURPOSES ONLY AND MAY NOT BE SHOWN TO SCALE.
7. IN THE OPINION OF THIS SURVEYOR, THE PERIMETER LINES AS SHOWN HEREON REPRESENT THE LOCATION OF THE BOUNDARY LINES OF THE SUBJECT PARCEL IN RELATION TO THEDESCRIPTION OF RECORD AND THOSE EXISTING LAND CORNERS FOUND TO BE ACCEPTABLE BY THIS SURVEYOR.
8. INFORMATION FROM FEDERAL EMERGENCY MANAGEMENT AGENCY, (F.E.M.A.) FLOOD INSURANCE RATE MAP(S), SHOWN ON THIS MAP WAS CURRENT AS OF THE REFERENCED DATE.MAP REVISIONS AND AMENDMENTS ARE PERIODICALLY MADE BY LETTER AND MAY NOT BE REFLECTED ON THE MOST CURRENT MAP.
9. VERTICAL DATUM REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988) AND WERE DERIVED FROM SEMINOLE COUNTY BENCHMARK DESIGNATION #5172001,WITH A PUBLISHED ELEVATION OF 16.09 FEET (NAVD88).
10. ADDITIONAL POINTS MAY BE FOUND BY TURNING ON THE SV-NODE* LAYERS IN THE SUPPLIED DIGITAL FILE.
11. ONLY TREES 6" IN DIAMETER OR GREATER (MEASURED AT CHEST HEIGHT) ARE SHOWN HEREON.
12. TOPOGRAPHIC INFORMATION SHOWN HEREON BASED ON GROUND SURVEY. CONTOURS SHOWN HEREON REFLECT 1-FOOT INTERVALS.
13. THERE WERE NO MARKED PARKING SPACES OBSERVED AT THE TIME OF THIS SURVEY.
14. THERE WAS NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS BEING CONDUCTED AT THE TIME OF THIS SURVEY.
15. THERE WAS NO EVIDENCE OF CHANGES IN STREET RIGHT OF WAY LINES, CURRENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AT THE TIME OF THIS SURVEY.
16. THERE IS NO OBSERVED EVIDENCE OF SITE USE AS A CEMETERY, SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL.
17. DISTANCE TO NEAREST INTERSECTING STREET IS 0 FEET, MORE OR LESS, TO THE INTERSECTION OF MICHAEL BLAKE BOULEVARD AND STATE ROAD 434.
18. AS-BUILTS PROVIDED IN NGVD 29 DATUM WERE CONVERTED TO NAVD88 DATUM, WITH A CONVERSION FACTOR OF -1.044 FEET, ±0.026 FEET PER NGS COORDINATE CONVERSION ANDTRANSFORMATION TOOL (NCAT).
SURVEYOR'S CERTIFICATION:
TO: TUSKAWILLA RETAIL PARTNERS II, LLC, A FLORIDA LIMITED LIABILITY COMPANY; FIDELITY NATIONAL TITLE INSURANCE COMPANY;CALLOWAY TITLE AND ESCROW, LLC;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUMSTANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, ANDINCLUDES ITEMS 1, 2, 3, 4, 5, 6(B), 8, 9, 11, 13, 14, 16, 17 AND 19, OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 22, 2024.
DATE OF PLAT OR MAP:CLINTON N. RICKNERFLORIDA SURVEYOR & MAPPER CERTIFICATE NUMBER 7409CLINT.RICKNER@NV5.COM
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= BURIED WATER LINE
= BURIED SANITARY SEWER LINE
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E
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STORM MANHOLE
NRE: 27.83'
NW INV: 22.80'
(18" RCP)
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
292'
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)
SE INV: 30.30' (18" RCP)
NW INV: 30.34' (18" RCP)
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STORM MANHOLE
NRE: 36.86'
SW INV: 31.88' (18" RCP)
SE INV: 31.81' (18" RCP)
NW INV: 31.83' (18" RCP)
STORM MANHOLE
NRE: 40.80'
SE INV: 35.28'
(18" RCP)
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CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 28.93'
N: 1584822.53
E: 573114.51
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 40.63'
N: 1585320.46
E: 572685.68
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THREE STORY
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WOOD FRAME
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A PORTION O) LOT 8 BLOCK A
O) D.R. MITCHELL
S SURVEY O) THE
LEVY *RANT ON LAKE -ESSUP
(PB. 1 P*. )
LANDS DESCRIBED IN
± 8.11 ACRES (M)
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O.R.B. 18 P*. 1 8
INTERSECTION OF SR. NO 434
& TUSKAWILLA ROAD (PER FDOT
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ELEVATION: 19.58'
N: 1585202.13
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SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 22.76'
NE INV: 18.86' (6" PVC)
H-2
H-1 H-3
H-4
H-5
H-6
ST
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CURB INLET
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
ST
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CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
'
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SCALE: 1" = 30'
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
ICV
ICV
ICV
STE
ST
SVST
EH
TB
EH
ST
ICV
TB
TB
C O
SS
C O
ICB
ICB
C O
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STORM MANHOLE
NRE: 27.83'
NW INV: 22.80'
(18" RCP)
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)
SE INV: 30.30' (18" RCP)
NW INV: 30.34' (18" RCP)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 36.86'
SW INV: 31.88' (18" RCP)
SE INV: 31.81' (18" RCP)
NW INV: 31.83' (18" RCP)
STORM MANHOLE
NRE: 40.80'
SE INV: 35.28'
(18" RCP)
CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 28.93'
N: 1584822.53
E: 573114.51
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 40.63'
N: 1585320.46
E: 572685.68
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STATE ROAD NO. 434 - OVIEDO ROAD (R/W VARIES)
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
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TREE SWALLOW DRIVE60' ACCESS EASEMENT(O.R.B. 9168 PAGE 1505)
W
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W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
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W
W
W
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W W W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 22.76'
NE INV: 18.86' (6" PVC)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CURB INLET
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
'
U
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10' UTILITY EASEMENT
IP1
SF SF SF SF SF SF SF SF SF
SF
SF
SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
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SFSFSFSFSF
SF
SF
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SFSFSFSFSFSFSFSF
SF
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SF
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S
F
SF
SF
SF
SF
SF
SF
IP2
IP1IP1
DOUBLE SILT FENCE
5' SEPARATION
IP2
60300
SCALE: 1" = 30'
N
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C03.0
SITE LEGEND
TEMPORARY SILT FENCE (SEE DETAIL 2,
SHEET C04.0)
PROPERTY LINE
(ALONG SILT FENCE)
PROPOSED LIMITS
OF DISTURBANCE
SFSF
CE TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL 1, SHEET C04.0)
FLOW ARROW
INLET PROTECTION
(SEE DETAIL 3, SHEET C04.0)IP1
INLET PROTECTION
(SEE DETAIL 4, SHEET C04.0)IP2
NOTES:
1.AFTER COMPLETION OF GRADING, LOTS MUST BE STABILIZEDTO PREVENT EROSION.
57
N.T.S.
CONSTRUCTION ENTRANCE
SILT BARRIER DETAIL
N.T.S.
GUTTER BUDDY
CURB INLET PROTECTION
N.T.S.
1'1'GUTTER BUDDY
DISTRIBUTED BY ACF
ENVIRONMENTAL
SIDEWALK
GUTTER
FLOW
CURB INLET
CURB
ROCK BAG
(TYP.)
N.T.S.
INLET SEDIMENT FILTER
SECTION VIEW
-INSTALLED-
WITH OPTIONAL CURB INLET DAM
RIGID BYPASS
LOUVERS
BASIN BAG
CATCH BASIN
EXPANSION
RESTRAINT
CURB
CINCHINGCORDS
OPTIONAL CURB
INLET DAM
GRATE
RIGID BYPASSOUTLET HOLES
LIFTING STRAPSPECIFIER CHART
MODEL NO.CATCH BASIN IDInside Dimension(inch x inch)
CURB DAM OPTION(YES / NO)
FG-TB24 NO
YESFG-TB24D
FG-TB2436
FG-TB2436D
FG-TB36
FG-TB36D
24 x 24
24 x 24
24 x 36
24 x 36
36 x 36
36 x 36
NO
YES
NO
YES
NOTES:
1. FloGard T-Bag is manufactured from
woven monofilament polypropylene
fabric. Other materials available upon
request.
2. May be ordered with Fossil Rock oil
absorbent pouches installed.
3. Optional curb inlet dam available upon
request.
4. Periodic maintenance is required.
FloGard T-Bag should never be
allowed to fill beyond the top of the
bypass outlet louvers.
5. Appropriate lifting equipment should
be used when performing periodic
maintenance.
SHEET 1 OF 1DRAWING NO.FG-TB-0001 DATE JPR 09/01/06
P.O. Box 6419, Santa Rosa, CA 95406Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com
KriStar Enterprises, Inc.
REV ECO 0002N/R
T-BAGf
TEMPORARY INLET PROTECTION DEVICE
d
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C04.03
4
2
1
1. SITE DESCRIPTION
A. CONSTRUCTION OF CHILD AND DAY CARE CENTER BUILDING
AND SURFACE PARKING AREAS.
B. SEQUENCE OF SOIL DISTURBANCE:
(1) INSTALL PERIMETER SEDIMENT AND EROSION CONTROLS.
(2) PREPARE SITE.
(3) CLEAR AND GRUB PROPOSED AREA.
(4) INSTALL PROPOSED UNDERGROUND STORMWATER AND UTILITIES.
(5) INSTALL CONCRETE CURB, CONCRETE SIDEWALK. AND PAVEMENT
(6) STABILIZE SITE.
C. TOTAL SITE AREA:8.11± ACRES
DISTURBED SITE AREA: 4.29± ACRES
D. SOILS: -ST. JOHNS AND EAUGALLIE FINE SANDS
-POMELLO FINE SANDS
E. DRAINAGE AREA FOR EXISTING DISCHARGE POINT: 4.29± ACRES
DRAINAGE AREA FOR PROPOSED DISCHARGE POINT: 4.29± ACRES
F. LATITUDE AND LONGITUDE OF EXISTING DISCHARGE POINT:
DISCHARGE POINT LAT: 28°41'37.53" N
DISCHARGE POINT LONG: 81°15'30.13" W
DISCHARGES TO ADJACENT WOODLAND
LATITUDE AND LONGITUDE OF PROPOSED DISCHARGE POINT:
DISCHARGE POINT LAT: 28°41'41.03" N
DISCHARGE POINT LONG: 81°15'29.40" W
DISCHARGES TO MASTER STORM POND, SJRWMD PERMIT NO. 95027-2
2. CONTROLS
A. EROSION AND SEDIMENT CONTROLS:
(1) STABILIZATION PRACTICES:
1. TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S
RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE FOR SEVEN
DAYS.
2. MULCHING PRACTICES AND SOD SHALL BE APPLIED TO PARKING LOT ISLANDS.
(2) STRUCTURAL PRACTICES:
1. PRIOR TO CLEARING, A SILT FENCE SHALL BE INSTALLED AROUND THE PERIMETER
OF THE SITE, AS SHOWN HEREIN.
2. DURING THE CLEARING, GRUBBING, AND SITE GRADING STAGES, AREAS TO BE LEFT
DISTURBED MORE THAN 7 DAYS SHALL BE STABILIZED WITH RYE GRASS APPLIED
PER THE MANUFACTURER'S SPECIFICATIONS. AFTER SEEDING, EACH AREA SHALL
BE MULCHED WITH 4,000 POUNDS OF STRAW PER ACRE.
3. AFTER ALL INITIAL SITE GRADING WORK, ALL PROPOSED INLETS/OUTFALLS, ONCE
INSTALLED, SHALL BE PROTECTED FROM EROSION AND SEDIMENT RUNOFF BY THE
USE OF THE INLET PROTECTION DESIGNATED ON THE SITE MAP. DISTURBED
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY
CEASED SHALL BE STABILIZED WITH SEED OR SOD AS INDICATED ON THE SITE MAP
NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. SEEDING
SHALL BE THE SAME AS IN TEMPORARY SEEDING.
4. ALL INSTALLATION SHALL BE COMMENCED AS DEPICTED ON THE SITE MAPS AND
EROSION CONTROL DETAIL SHEET.
5. IF SEDIMENT AND EROSION CONTROL MEASURES DEVIATE FROM THE PLANS, CITY
OF WINTER SPRINGS SHALL BE NOTIFIED.
B. PERMANENT STORMWATER MANAGEMENT CONTROLS:
1. CATCH BASINS AND STORM SEWER SYSTEM ON-SITE TO PROVIDE POSITIVE
DRAINAGE OF THE ENTIRE SITE TO THE DISCHARGE POINT.
C. CONTROLS FOR OTHER POLLUTANTS:
1. WASTE DISPOSAL: ALL WASTE WILL BE DISPOSED OF IN AN APPROPRIATE LEGAL
MANOR, AND COMPLY WITH CITY OF WINTER SPRINGS ORDINANCES FOR WASTE
DISPOSAL AND COMMERCIAL SITE DEVELOPMENT.
2. VEHICLE TRACKING: OFF SITE VEHICLE TRACKING OF SEDIMENTS AND DUST
GENERATION WILL BE MINIMIZED VIA BEST POSSIBLE PRACTICES, DAILY SWEEPING
AND THE USE OF WATER TO KEEP DUST DOWN.
3. FERTILIZERS, HERBICIDES, AND PESTICIDES: FERTILIZERS AND PESTICIDES WILL BE
USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURERS'
SUGGESTED APPLICATION APPLICATION RATES. THE FERTILIZERS AND PESTICIDES
SHALL BE STORED IN A COVERED SHED.
4. TOXIC SUBSTANCES: ALL PAINTS AND OTHER CHEMICALS WILL BE STORED IN A
LOCKED COVERED SHED.
5. OTHER: PORT-O-LETS WILL BE PLACED AWAY FROM THE STORM SEWER SYSTEMS
AND STORM INLETS. NO VEHICLE MAINTENANCE SHALL BE CONDUCTED ON-SITE. A
WASHDOWN AREA SHALL BE DESIGNATED AT ALL TIMES AND WILL NOT BE LOCATED
IN ANY AREA THAT WILL ALLOW FOR THE DISCHARGE OF POLLUTED RUNOFF. A
SMALL VEGETATED BERM SHALL BE PLACED AROUND THE WASHDOWN AREA.
3.MAINTENANCE:
1. SILT FENCE SHALL BE INSPECTED AT LEAST WEEKLY. ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN
THEY REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
2. INLETS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAIN EVENT AND ANY
REPAIRS SHALL BE PERFORMED IMMEDIATELY.
3. BARE AREAS OF THE SITE THAT WERE PREVIOUSLY SEEDED SHALL BE RE-SEEDED
PER MANUFACTURES' INSTRUCTIONS.
4. MULCH AND SOD THAT HAS BEEN WASHED OUT SHALL BE REPLACED IMMEDIATELY.
5. DEWATERING ACTIVITIES SHALL NOT RESULT IN ANY DISCHARGE OF WATER WITH
TURBIDITY GREATER THAN 29 NTUS FROM THE SITE.
BEST MANAGEMENT PRACTICES
SEQUENCE
ALL MEASURES ON THIS SITE MAP, AND IN THE STORM WATER POLLUTION PREVENTION
PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER
REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.
CONTROLS ARE TO BE REPLACED OR REPAIRED IF IN A SUBSTANDARD CONDITION. ALL
MAINTENANCE MODIFICATIONS ARE TO BE NOTED, ON PLANS, AS THEY OCCUR.
4.INSPECTIONS:
1.1. A QUALIFIED INSPECTOR SHALL INSPECT ALL POINTS OF DISCHARGE INTO
SURFACE WATERS OF THE STATE AND MS4 (CITY OF WINTER SPRINGS & FDOT);
DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY
STABILIZED; AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO
PRECIPITATION; STRUCTURAL CONTROLS; AND, LOCATIONS WHERE VEHICLES
ENTER OR EXIT THE SITE, AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER.
A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION SHALL BE MADE AND
RETAINED IN THE CONSTRUCTION TRAILER AS PART OF THE STORMWATER
POLLUTION PREVENTION
1.2. INSPECTIONS BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF
EROSION/SEDIMENT CONTROL EFFORTS SHALL BE CONDUCTED DAILY AND
WITHIN 24 HOURS AFTER EACH 0.50 INCH OR GREATER RAINFALL EVENT. ANY
NECESSARY REMEDIES SHALL BE PERFORMED IMMEDIATELY.
5. NON-STORMWATER DISCHARGES:
IT IS ANTICIPATED THAT THE FOLLOWING NON-STORMWATER DISCHARGES MAY OCCUR
FROM THE SITE DURING THE CONSTRUCTION PERIOD:
1. WATER FROM LINE FLUSHINGS
2. PAVEMENT WASH WATER (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS
MATERIALS HAVE OCCURRED)
3. SITE WATERING, TO ALLEVIATE FUGATIVE DUST
4. ROUTINE EXTERNAL BUILDING WASHDOWN WHICH DOES NOT USE DETERGENTS
5. IRRIGATION DRAINAGE
IF SAID DISCHARGES DO OCCUR, THEY WILL BE DIRECTED TO THE TEMPORARY
EROSION CONTROL MEASURES PRIOR TO DISCHARGE.
6.CONTRACTOR/SUBCONTRACTOR CERTIFICATION:
ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED ABOVE MUST SIGN THE
FOLLOWING CERTIFICATION:
"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH,
THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR
STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND
THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER."
58
STORM SEWER SCHEDULE
STR NO.
STS-01
STS-01A
STS-02
STS-03
STS-03A
STS-04
STS-05
STS-05A
STS-06
STS-07
STS-07A
STS-08
STS-09
STR TYPE
USF 5106 FRAME AND 6149 GRATE
24" HP-STORM STUB
MARKED @ PROP. GRADE
USF 5106 FRAME AND 6149 GRATE
USF 5106 FRAME AND 6149 GRATE
24" HP-STORM STUB
MARKED @ PROP. GRADE
USF 5106 FRAME AND 6149 GRATE
TYPE 6 INLET
24" HP-STORM STUB
MARKED @ PROP. GRADE
TYPE 6 INLET
STORM MANHOLE
18" HP-STORM STUB
MARKED @ PROP. GRADE
STORM MANHOLE
EXISTING STORM STRUCTURE
GRATE/
RIM/EOP
ELEV
36.08
33.17
36.08
34.10
31.44
34.10
32.31
33.71
32.32
33.09
32.90
28.55
23.44
DOWNSTREAM
STR NO.
STS-02
STS-01
STS-04
STS-04
STS-03
STS-06
STS-06
STS-05
STS-07
STS-08
STS-07
STS-09
INVERTS
IN
30.41' SW
30.32' SW
28.68' SW
28.59' SW
29.78' NW
26.80' SW
25.63' NW
26.71' SW
25.50' NW
25.41' SE
21.88' SW
16.77' SW
INVERTS
OUT
30.41' NE
30.51' NE
30.32' SE
28.68' NE
28.78' NE
27.51' SE
26.80' NE
26.90' NE
25.63' SE
25.41' NE
25.58' NW
21.88' NE
15.37' NE
DS
PIPE
LENGTH
22'
25'
151'
22'
25'
137'
22'
25'
32'
164'
44'
139'
21'
PIPE SIZE/
MATERIAL
24" HP STORM PP
24" HP STORM PP
24" HP STORM PP
24" HP STORM PP
24" HP STORM PP
36" HP STORM PP
24" HP STORM PP
24" HP STORM PP
36" HP STORM PP
36" HP STORM PP
24" HP STORM PP
36" HP STORM PP
36" HP STORM PP
SLOPE
0.40%
0.40%
0.36%
0.40%
0.40%
1.38%
0.40%
0.40%
0.40%
2.16%
0.40%
3.68%
0.23%
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
ICV
ICV
ICV
SV
STE STSVST
EH
TB
EH
ST
ICV
TB
TB
C O
SS
C O
ICB
ICB
C O
ST
ST
ST
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ST
STORM MANHOLE
NRE: 27.83'
NW INV: 22.80'
(18" RCP)
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)
SE INV: 30.30' (18" RCP)
NW INV: 30.34' (18" RCP)
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STORM MANHOLE
NRE: 36.86'
SW INV: 31.88' (18" RCP)
SE INV: 31.81' (18" RCP)
NW INV: 31.83' (18" RCP)
STORM MANHOLE
NRE: 40.80'
SE INV: 35.28'
(18" RCP)
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CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 28.93'
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 40.63'
N: 1585320.46
E: 572685.68
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STATE ROAD NO. 434 - OVIEDO ROAD (R/W VARIES)
15' UTILITY EASEMENT
(O.R.B. 7486, PG. 155)
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
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TREE SWALLOW DRIVE60' ACCESS EASEMENT(O.R.B. 9168 PAGE 1505)
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SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 22.76'
NE INV: 18.86' (6" PVC)
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ST
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CURB INLET
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
ST
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ST
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ST
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CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
SD
52"OAK
APPROX.DRIPLINE
LOT 4
4
5 5
10
2
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
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STS-04
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STS-06
STS-07
STS-08
STS-09
SS-01 SS-02 SS-03
SS-04
EXIST. SS-01
24" HP STORM STUB
24" HP STORM STUB24" HP STORM STUB24" HP STORM STUB
STS-01A STS-03A STS-05A
STS-07A
SS-03A
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37.76
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37.57
36.73 36.16
36.73
36.56
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36.27
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35.85
35.60
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32.99 33.28
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37.68MEP
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35.90 33.30
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TEMPORARY SWALE. SWALETO BE REMOVED WHEN LOT 2IS DEVELOPED
38.13 33.00
60300
SCALE: 1" = 30'
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THREE (3)8" GATE VALVE
1.5" TAPPINGSADDLE
1.5" TAPPINGSADDLE
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
SV
STESVST
EH
TB
EH
ST
ICV
TB
TB
C O
SS
C O
ICB
ICB
C O
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)ST
ST
ST
ST
ST
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ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
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CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
MI
C
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STATE ROAD NO. 434 - OVIEDO ROAD (R/W VARIES)
15' UTILITY EASEMENT
(O.R.B. 7486, PG. 155)
F
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5
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TREE SWALLOW DRIVE60' ACCESS EASEMENT(O.R.B. 9168 PAGE 1505)
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SANITARY MANHOLE 3ER
ASBUILTS 3RO9I'E'
NRE: 22.76'
NE INV: 18.86' (6" PVC)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
SD
52"OAK
APPROX.DRIPLINE
LOT 4
4
5 5
10
2
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
'
U
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Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
15' PUE 15' PUE
SS-02
SS-03
SS-01
STS-03
STS-04 STS-06
STS-05
STS-08
SS-04STS-09
EXIST. SS-01
STS-07
PROP. 8" PVCWATER MAIN
29.0'
29' UTILITY EASEMENT,SEE DETAIL THIS SHEET
PROP.8" PVCWATER MAIN
6" FIRE HYDRANTASSEMBLY AND VALVESEE SHEET C11.0, DETAIL 3
8"X8" TEE8"X6" TEE
STS-02
STS-01
8" 45 ELBOW 8" 90 ELBOW
8" GATE VALVE8" GATEVALVE
8" GATE VALVE
8" BLIND FLANGECONTRACTOR TO INSTALLAN ABOVE GROUNDLOCATION INDICATOR
8" PLUGCONTRACTOR TO INSTALLAN ABOVE GROUNDLOCATION INDICATOR
TIE INTO EXIST.8" WATER MAINAT EXISTINGGATE VALVE
5'3'5'10'
12" X 8" WET TAPCONTRACTOR TO FIELDLOCATE EXISTINGWATER MAIN
8" X 1.5" TEE W/ 1.5" GVIRRIGATION POC
1.5" DOMESTICWATER STUB
1.5" DOMESTICWATER STUB 1.5" DOMESTICWATER STUBCO-01 STS-01A CO-02 STS-03A
CO-03
STS-05A CO-04
STS-07A
SS-03A
1.5" TAPPINGSADDLE
FIRE HYDRANTMINIMUM 3' BEHINDBACK OF CURB
6" 90° ELBOW
SANITARY SEWER SCHEDULE
STRUCTURE
NUMBER
CO-01
CO-02
CO-03
CO-04
EXIST.
SS-01
SS-01
SS-02
SS-03
SS-03A
SS-04
STRUCTURE
TYPE
6" SANITARY
CLEANOUT
6" SANITARY
CLEANOUT
6" SANITARY
CLEANOUT
6" SANITARY
CLEANOUT
SANITARY
MANHOLE
48" SAN.
SEWER
MANHOLE
48" SAN.
SEWER
MANHOLE
48" SAN.
SEWER
MANHOLE
8" SANITARY
STUB
MARKED @
PROP. GRADE
48" SAN.
SEWER
MANHOLE
RIM EL
37.14
36.01
34.75
33.61
26.64
36.61
34.43
32.83
29.62
23.60
DOWNSTREAM
STRUCTURE
SS-02
SS-03
SS-04
SS-03
EXIST.
SS-01
INVERTS
IN
30.72' SW
29.74' SW
28.44' SW
27.44' SW
18.96' NW
27.57' NW
25.00' SE
24.30' NW
19.49' SW
INVERTS
OUT
30.72' NE
29.74' NE
28.44' NE
27.44' NE
28.26' SE
26.20' SE
24.30' NE
25.38' NW
19.39' SE
DOWNSTREAM
PIPE
LENGTH
28.78'
28.78'
28.78'
28.78'
166.61'
193.62'
321.47'
27.10'
108.64'
PIPE SIZE/
MATERIAL
6" PVC PIPE
6" PVC PIPE
6" PVC PIPE
6" PVC PIPE
8" PVC SAN.
MAIN
8" PVC SAN.
MAIN
8" PVC SAN
MAIN
8" PVC SAN
MAIN
8" PVC SAN
MAIN
SLOPE
1.00%
1.00%
1.00%
1.00%
0.41%
0.98%
1.50%
1.42%
0.40%
5.0'4.0'3.0'1.0'10.0'1.0'5.0'
29.0'
60300
SCALE: 1" = 30'
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29-FT UTILITY EASEMENT
NOT TO SCALE
MIN. SEPARATIONPER FDEP SEPARATION PER CITY OFWINTER SPRINGS
EASEMENTLIMIT EASEMENTLIMIT36" STORMPIPE
8" WATERMAIN 8" SANITARYMAIN
1
02
/
1
4
/
2
5
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SEA HAWK COVE - 62' ROW
4
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MI
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.
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.
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SS-01 SS-03SS-02
STS-03
STS-04 STS-06
STS-05
STS-02
STS-01
STS-01A
CO-01
34
35
36
3738
SEE SHEET C09.0, DETAIL 6FOR ROW CROSS SECTION
8" PVC WM
24" HP STORM PIPE (TYP.)
8" PVC WM
1.03' VERTICAL SEPARATIONBOT. 24" HP STORM: 25.22'TOP 8" PVC SAN.: 24.19'
6" SEWER LATERAL@ MIN. 1.00% (TYP.)
2.
0
'
7.
0
'
1.
0
'
22.0'
WATERMAIN TO REMAINABOVE STORM PIPE.MIN. 1' CLEARANCE
B-
B
C1
0
.
1
A-
A
C1
0
.
1
R1
5
'R15'
R15'R
1
5
'
R20
'
R
2
0
'
R15'
R
1
0
'
R15
'
R3
'
R
3
'R3'
22.0'39.7'
R
3
'
R3'
R3'
R
3
'
R
3
'
R3'
R
3
'
24" STOP BAR AND STOP SIGNSEE SHT. C10.0 DETAILS 5 & 9
ADA RAMP SEE SHT.C10.0, DETAIL 8 (TYP.)
CROSSWALK STRIPINGSEE SHT. C10.0, DETAIL 6 (TYP.)6' WIDE SIDEWALKSEE SHT. C10.0, DETAIL 1 18" CURB AND GUTTERSEE SHT. C10.0, DETAIL 3
ADA RAMP SEE SHT.C10.0, DETAIL 8 (TYP.)
6' WIDE SIDEWALKSEE SHT. C10.0, DETAIL 1ADA RAMP SEE SHT.C10.0, DETAIL 8 (TYP.)18" CURB AND GUTTERSEE SHT. C10.0, DETAIL 3
1.5' VERT. SEP.
1.68' VERT. SEP.
1.14' VERT. SEP.
0.70' DROP
BETWEEN SAN.
INVERTS
PROPOSED ROADCENTERLINE
SEASONAL HIGH
GROUND WATER LEVEL
SS-01
167 LF, 8" PVC @ 0.41%
STS-04SS-02
194 LF, 8" PVC @ 0.98
%
STS-06
SS-03
EXISTING GRADE
STS-07
151 LF, 24" HP STORM PP @ 0.36%
137 LF, 36" HP S
T
O
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M
P
P
@
1
.
3
8
%
32 LF, 36" HP STORM PP @ 0.40%
STS-02
SEASONAL HIGHGROUND WATER LEVEL
WM TO BEND UNDER 24" HP STORMMIN. SEP. 1.5'
WM TO BEND UNDER 24" HP STORMMIN. SEP. 1.5'
WM TO BEND UNDER 24" HP STORMMIN. SEP. 1.5'
8" PVC WM
8" PVC WM
8" PVC WM
27 LF, 8" PVC @ 1
.
4
2
%
8" PVC WM24" HP STORM
24" HP STORM
24" HP STORM
36" HP STORM
44 LF, 24" HP STORM PP @ 0.40%
PAVEMENT LEGEND
REGULAR DUTY CONCRETE
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SCALE: 1" = 20'
PL
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C07.0
PLAN VIEW
1" = 20'
PROFILE VIEW
1" = 20' HORIZONTAL
1" = 2' VERTICAL
ASPHALT PAVEMENT
(SEE SHEET C10.0, DETAIL 5)
1
02
/
1
4
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61
319
'
226
'
EXIST. OFFSITEFIRE HYDRANT
EXIST. OFFSITEFIRE HYDRANT
SEA HAWK COVE - 62' ROW
SD
52"OAK
APPROX.DRIPLINE
LOT 4
4
5 5
10
2
X
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
ICV
ICV
ICV
SV
STESVST
EH
TB
EH
ST
ICV
TB
TB
C O
SS
C O
ICB
ICB
C O
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
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SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 40.63'
N: 1585320.46
E: 572685.68
15' UTILITY EASEMENT
(O.R.B. 7486, PG. 155)
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
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LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
'
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10' UTILITY EASEMENT
STABILIZED TURNAROUND INCLUDEDIN SITE PERMIT FOR LOT 3CITY PLAN NO. FEDP-2024-0010
400'
6" FIRE HYDRANTASSEMBLY AND VALVESEE SHEET C11.0, DETAIL 3
FIRE
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ACOE W
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S.R. 434
ONLY ONLY
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20'20'
TYP. CLEARZONE
TYP. CLEARZONE
TYP. CLEARZONE
Ar
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Arrow-XT Aerial Truck, 100' Platform Arrow-XT Aerial Truck, 100' Platform
48.48
11.19 22.5 4.33
24.665
Arrow-XT Aerial Truck, 100' PlatformOverall Length 48.480ftOverall Width 8.000ftOverall Body Height 10.432ftMin Body Ground Clearance 0.862ftTrack Width 8.000ftLock-to-lock time 6.00sCurb to Curb Turning Radius 41.670ft
60300
SCALE: 1" = 30'
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C08.0
AUTOTURN VEHICLE
SEMINOLE CO. AERIAL TRUCK
LEGEND
PROPOSED ASPHALT PAVEMENT
BLUE PAVEMENT
REFLECTOR (LOCATE IN
MIDDLE OF LANE)
PAVEMENT
CURB
FIRE HYDRANT /
FIRE DEPT. CONNECTION3'-5'
PAVEMENT MARKING AT FIRE HYDRANT
N.T.S
OFFSITE FIRE HYDRANT LOCATIONS
1" = 150'
SEMINOLE CO. AERIAL TRUCK OVERHANG
FRONT AND REAR WHEEL TRACKS
VEHICLE TRAVEL PATH SYMBOL
02
/
1
4
/
2
5
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0
4
/
1
0
/
2
5
2
VEHICLE TRAVEL PATH SYMBOL
SEA HAWK COVE
LOT DRIVEWAY APRONS
2
2
62
PRECAST CONCRETE MANHOLE
PLAN AND SECTION
APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CONNECTION DETAILS. 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24"
NOTES:
D
4' 0"
2' 0"
DETAILS
SEE MANHOLECONNECTION
CONCRETE BENCHINGTROWEL-FINISHED
BENCHING PER SPECIFICATIONS
1"12"
APPROVED BY THE CITY.THE ENGINEER ANDDETAIL TO BE DESIGNED BYREINFORCEMENT AND JOINT
BEDDING ROCK
CAST-IN-PLACE CONCRETE BASE
9"
9"
EPOXY COAL TAR COATINGS PER SPECIFICATIONS
UNPAVED AREAS.ELEVATIONS SHOWN INPAVED AREAS & ATSET COVERS FLUSH IN
3'-0" MAX.
1'-6" MIN.
5"
3.
CONCRETE BASE
SLO
P
E
SLOPE
SLOPE
SLO
P
E
2.1.
SQUEEZE-OUT
BE REMOVED)
(WRAPPER TO
WRAPPERPROTECTIVESEALER WITHPLASTIC JOINTPRE-MOLDED
JOINT SURFACESPRE-PRIMED
OUTSIDE WALL
0.
8
D
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Q
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D
PRECAST MONOLITHIC BASE
9"
9"
MIN.6"
2" MIN.
8" MIN.SQUEEZE-OUTJOINT WITHCOMPLETED
4 COURSES (MAX.)
2 COURSES OF BRICK (MIN.)
FRAMES BEDDED IN MORTAR
(SEE STANDARD DETAIL)MANHOLE FRAME & COVER
5" MIN.RE
Q
'
D
VA
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A
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VA
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A
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JOINT SURFACESPRE-PRIMED
INSIDE WALL
RE
Q
'
D
N.T.S.
6" MINIMUM
SEWER MAIN
SIZE VARIES
"DOWNSTREAM"
LOT LINE
AS REQUIRED
NOTE:
"Y" BRANCH WITH SPUR
30° CURVE
SEWER MAIN
SIZE VARIES
GROUND LEVEL
SERVICE CONNECTION DETAILS
SHOWN IS FOR A DOUBLE PVC
SERVICE A SINGLE WYE WOULD
BE USED FOR A SINGLE SERVICE
5'
M
A
X
6"X 4' DOUBLE WYE WITH 6"
CLEAN OUT INSTALLED TO 3'ABOVE GROUND SURFACE
3' MIN.
3'
M
I
N
Clean Out is to
be placed at
ground level after
TV inspection &
acceptance by the
utility department.
NON-PAVED AREAS
EASEMENT, PROPERTY
OR RIGHT-OF-WAY LINE
SEWER BRANCH WYE
FLOW
MINIMUM SLOPE
6" SANITARY LATERAL
45° BEND
PROVIDE CLEAN-OUT ON SEWER
LATERALS AT UTILITY EASEMENT
LIMITS. SEE PLANS
18" x 18" x 6" CONCRETE
COLLAR; (2) #4 BARS CONTINUOUS
AND (4) #4 BARS DIAGONAL
12" MAXIMUM WITHIN
RIGHT-OF-WAY LINE
3 4" EXPANSIONJOINT AROUND CAP
FLUSH WITH SLAB
CLEANOUT COVERS IN PAVED
AREAS SHALL BE TRAFFIC RATED.
1
2
3
7
58
6
9
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4
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C09.0
63
TYPICAL CONCRETE SIDEWALK DETAIL
N.T.S.
A
SECTION A-A
PLAN VIEW
EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK
5.0'5.0'5.0'5.0'
B
5.0'
4" (TYP.)
5.0'
4" (TYP.)SECTION B-B
VARIES
B
NOTE:
PROVIDE 1/2" EXPANSION JOINTBETWEEN SIDEWALK AND ALL FIXEDOBJECTS.
4" AGGREGATE BASE COURSE COMPACTED TO90% STD. PROCTOR (TYP.)
1/2" RADIUS TOOLED JOINT OR 1"
DEEP SAWED JOINT (TYP.)
1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER
SPACED @ 35' O.C. MAX.
SLOPE 14"/FTMAX.
SEE TYPICALPAVEMENTSECTION
SECTION B-B (THICKENED EDGE)
4"8"
10
"
6"
6'-0"
4" (TYP.)
A
1/2" R(TYP.)SLOPE 1/4"/FT. MAX.
4,000 PSI
CONCRETEMIN. (TYP)
1/2" R(TYP.)
ALL SIDEWALKS TO COMPLY WITH
FDOT INDEX 310
END OF CURB
PROFILE
PLAN
3'
FLARED END
6'
2
0
'
R
GUTTER
TOP OF CURB
3'
TRANS.
EDGE OF PAVT.
1'
3'
TRANS.
STRAIGHT END
PROFILE
PLAN
3'
TRANS.
CURB AND GUTTER ENDINGS DETAIL
N.T.S.
GUTTER
TOP OF CURB
EDGE OF PAVT.
18"
FA
C
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O
F
C
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B
BA
C
K
O
F
C
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R
B
12
"
6"
6"
6"12"
1"
P.C. CONCRETE
18" CURB AND GUTTER DETAIL
N.T.S.
1/2" MIN. RADIUS
1" MAX. RADIUS
ASPHALTIC CONCRETE PAVING
SEE PAVING DETAILS FOR
PAVEMENT SECTIONS, SUBBASE,
SUBGRADE AND COMPACTION
REQUIREMENTS.
CONTRACTOR TO PROVIDE
PRIME COAT AND TACK
COAT TO FACE OF CURB
WHERE CURB CONTACTS
ASPHALT.
NOTE: GUTTER SLOPE TO MATCH
ADJACENT PAVEMENT,
TRAVERSE AND LONGITUDINAL.
1/2" MIN. RADIUS
1" MAX. RADIUS
BLUE PAVEMENT
REFLECTOR (LOCATE INMIDDLE OF LANE)
PAVEMENT
CURB
FIRE HYDRANT /
FIRE DEPT. CONNECTION3'-5'
PAVEMENT MARKING AT FIRE HYDRANT / FDC DETAIL
N.T.S.
NOTE:
1. PAVEMENT STOP BARS ARE TO BE THERMOPLASTIC WHITE PAINT. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT
OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL
CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
STOP BAR DETAIL
N.T.S.
CROSS WALK
4'
-
0
"
STOP BAR2'-0"
ED
G
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A
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O
F
C
U
R
B
THERMOPLASTIC PAINT
PER FDOT SPECIFICATIONS
DIRECTIONAL ARROW
1'-6"
2'
1'-6"
5'
-
6
"
2'
-
6
"
1'-6"
2'
-
6
"
2'-6"
1'-6"
1'-6"
2'-0"
DIRECTIONAL ARROW DETAILS
N.T.S.
R1-1
36
"
36"
"STOP" SIGN DETAIL
N.T.S.
WHITE LEGEND RED BACKGROUND HIGHREFLECTIVE INTENSITY
SIGN TO BE PLACED
AT ABOUT THE
LEADING/TRANSVERSE LINESOF THE CROSSWALKPER THE SITE PLAN
4' MIN.(TYP.)
12" WHITE STRIPE
SEE SITE PLAN
VA
R
I
E
S
(
6
'
M
I
N
.
)
(S
E
E
S
I
T
E
P
L
A
N
)
SIGN TO BE PLACED AT
ABOUT THE LEADING/TRANSVERSE LINES OFTHE CROSSWALK PER
THE SITE PLAN
CROSSWALK STRIPING DETAIL
N.T.S.
TYPICAL CURB
AND GUTTER
NOTE:
1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE
REQUIREMENTS AND AS OUTLINED IN SECTION 3B.18 OF THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS.
2. ALL STRIPING IS TO BE THERMOPLASTIC PER FDOT SPECIFICATIONS.
12" WHITE STRIPE
NOTES:1. DETECTABLE WARNING SURFACE SHALL BE UTILIZED AT HAZARDOUS VEHICULAR AREASAND SHALL BE A CONTINUOUS SURFACE 36" WIDE AS MEASURED IN THE DIRECTION OFTHE RAMP.2. DETECTABLE WARNING SURFACES SHALL CONSIST OF:
EXPOSED AGGREGATE, SUCH AS 5 8" SMOOTH RIVER ROCK, MIXED INTEGRAL WITHTHE CONCRETE.
3. DETECTABLE WARNING SURFACE MATERIAL SHALL CONTRAST IN COLOR AND TEXTURE
WITH THE ADJACENT WALKING SURFACES BY AT LEAST 70%. CONTRAST SHALL BE
DETERMINED BY THE DIFFERENCE IN LIGHT REFLECTANCE VALUE (LRV) OF EACH
MATERIAL.
ON-SITE ADA RAMPS
NTS
CURB RETURN RAMP IN-LINE RAMP FLARED RAMP
SI
D
E
W
A
L
K
5' MIN.
5' MIN.
6'
M
I
N
.
1:12 MAX.
6" CURB
DETECTABLE WARNINGSURFACE, SEE NOTES
2' R. (TYP.)
1:12 MAX.
1:12 MAX.
DETECTABLE WARNINGSURFACE, SEE NOTES
6" CURB
2% MAX.
SIDEWALK
5'
M
I
N
.
3'
DETECTABLE WARNING
SURFACE, SEE NOTES
6'
1:12MAX.
1:10 MAX.
1:10 MAX.
6" CURB
6" CURB
SI
D
E
W
A
L
K
5'
M
I
N
.
5'
M
I
N
.
5'
M
I
N
.
1
2
3
10 4
5
6
7
811
12
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C10.09
64
P.C.CONC.
2" SURFACE COURSE
8" BASE COURSE
NOTES:
1. 2 INCHES OF ASPHALTIC CONCRETE STRUCTURAL COURSE ACCORDING TO FDOT SPECIFICATIONS SECTION 330,
331 (MARSHALL).
2. 8 INCHES OF LIMEROCK BASE COMPACTED TO AT LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY
DENSITY (AASHTO T-180 OR ASTM D-1557). LIMEROCK BASE COURSES SHOULD BE MINED FROM A FLORIDA
DEPARTMENT OF TRANSPORTATION (FDOT) APPROVED SOURCE, SHOULD HAVE A MINIMUM LBR VALUE OF 100.
3. 12 INCHES OF COMPACTED NATURAL SUBGRADE STABILIZED TO A MINIMUM LIMEROCK BEARING RATIO (LBR;
FLORIDA METHOD OF TEST DESIGNATION FM 5-515) VALUE OF 40. STABILIZATION OF THE SUB-BASE SHOULD BE
ACCOMPLISHED USING COARSE AGGREGATE AS WELL-GRADED CRUSHED CONCRETE OR FDOT-APPROVED
LIMEROCK STABILIZATION MATERIAL. THE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE
MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T-180 OR ASTM D-1557).
12"
12" STABILIZED SUBGRADE
(MIN LBR 40)
ASPHALT PAVING SECTION
CITY ROADWAY PAVEMENT DETAIL
N.T.S.
P.C.CONC.
12" STABILIZED SUBGRADE
2.0" FDOT SP-9.5 OR SP-12.5
8" BASE COURSE
SEE NOTES #3 THRU #4
SEE NOTES #1 & #2
1. THE SUBGRADE SHOULD MEET A MINIMUM LBR OF 40 (STABILIZED SUBGRADE) OR FBV OF 75 POUNDS PER
SQUARE INCH (PSI). THE EXISTING SANDY SOILD AND RECOMMENDED IMPORTED FILL WILL LIKELY POSSESS
A LBR OF 20 TO 30. THEREFORE, IN ORDER TO INCREASE THE BEARING VALUE, SHELL, LIMEROCK, CRUSHED
CONCRETE, LOW PLASTICITY CLAYEY SANDS OR ANOTHER ACCEPTABLE PRODUCT WOULD NEED TO BE
BLENDED WITH THESE SANDS. THE STABILIZED SUBGRADE SHOULD BE A MINIMUM DEPTH OF 12 INCHES
AND COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY
(MPMDD) AND MEET THE REQUIREMENTS FOR TYPE B OR C STABILIZED SUBGRADE FOR THE FLORIDA
DEPARTMENT OF TRANSPORTATION (FDOT).
2. COMPACTION TESTING OF THE SUBGRADE SHOULD BE PERFORMED TO FULL DEPTH AT A FREQUENCY OF
AT LEAST ONE (1) TEST PER 5,000 SQUARE FEET, OR EVERY 250 LINEAL FEET OF ROADWAY, WHICHEVER IS
GREATER. COMPACTION TESTING OF THE STABILIZED SUBGRADE SHOULD BE PERFORMED AT FULL DEPTH
AT A FREQUENCY OF AT LEAST ONE (1) TEST PER 10,000 SQUARE FEET, OR A MINIMUM OF 3 TESTS,
WHICHEVER IS GREATER.
3. LIMEROCK BASES SHOULD BE A MINIMUM LBR OF 100 AND COMPLY WITH THE LATEST EDITION OF THE
FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICATIONS. PLACE LIMEROCK IN MAXIMUM SIX-INCH LIFTS
AND COMPACT EACH LIFT TO A MINIMUM DENSITY OF 95 PERCENT OF THE MPMDD. CRUSHED CONCRETE
BASE SHALL COMPLY WITH THE LATEST EDITION OF THE FDOT ROAD AND BRIDGE CONSTRUCTION
SPECIFICATIONS. PLACE CRUSHED CONCRETE IN MAXIMUM SIX INCH LIFTS AND COMPACT EACH LIFT TO A
MINIMUM DENSITY OF 98 PERCENT OF THE MPMDD.
4. TRAFFIC SHOULD NOT BE ALLOWED ON THE SUBGRADE AS THE BASE IS PLACED TO AVOID RUTTING.
BEFORE PAVING, THE BASE SHOULD BE CHECKED FOR SOUNDNESS.
12"
ASPHALT PAVING
NTS
HEAVY DUTY
P.C.CONC.
12" STABILIZED SUBGRADE
1.5" FDOT SP-9.5
6" BASE COURSE
SEE NOTES #3 THRU #4
SEE NOTES #1 & #2
12"
STANDARD DUTY
NOTE:
FOR PAVEMENT IN THE
CITY R.OW., THE ASPHALT
MUST BE FDOT SP-12.5,
TRAFFIC LEVEL C,
WITH CRUSHED CONCRETE
BASE MATERIAL
11'
TRAVEL LANE
CL
2.0%
11'
TRAVEL LANE
18" CURB
AND
GUTTER
14'
PLANTING
STRIP
(SOD)
2.0%2.0%2.0%
18" CURB
AND
GUTTER
6'
SIDEWALK
6'
SIDEWALK
14'
PLANTING
STRIP
(SOD)
HEAVY DUTY
ASPHALT
SECTION A-ATOWN CENTER STREETTYPICAL CROSS SECTION62' ROW
NTS
62' PROPOSED PUBLIC RIGHT-OF-WAY
31'
PROPOSED
R/W LINE
31'
PROPOSED
R/W LINE
11'
TRAVEL LANE
62' PROPOSED PUBLIC RIGHT-OF-WAY
C
8'
PLANTING
STRIP
(SOD)
L
2.0%
11'
TRAVEL LANE
31'
PROPOSED
R/W LINE
2' VALLEY
GUTTER
6'
PLANTING
STRIP
(SOD)
2.0%2.0%2.0%2.0%
18" CURB
AND
GUTTER
2.0%
8'
PARALLEL
PARKING6'
SIDEWALK
2' VALLEY
GUTTER
18" CURB
AND
GUTTER
8'
PARALLEL
PARKING 6'
SIDEWALK
HEAVY DUTY
ASPHALT
STANDARD DUTY
ASPHALT
STANDARD DUTY
ASPHALT
SECTION B-BTOWN CENTER STREET WITH PARALLEL PARKINGTYPICAL CROSS SECTION62' ROW
NTS
31'
PROPOSED
R/W LINE
18" CONC. CURB& GUTTER
TOP VIEW
18" CONC. CURB
& GUTTER
C/L INLET
(INLET TOP TYPE 6
SYMMETRICAL ABOUT C/L)
MODIFIED CURB INLET (FDOT TYPE 5)NTS
3' CURB TRANSITION
3' CURB TRANSITION
2'2'
1
2
3
4
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C10.1
1
02
/
1
4
/
2
5
SI
T
E
P
L
A
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I
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C
O
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S
0
1
/
0
9
/
2
5
1
5
65
W.S. DETAIL 6-9-00 BY DT
16" AB0VE PIPE
PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE
15" MAXIMUM/12" MINIMUM FOR PIPE DIAMETERS LESS THAN 24".24" MAXIMUM/12" MINIMUM FOR PIPE DIAMETERS 24" AND LARGERWATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.ALL PIPES ARE TO BE INSTALLED WITH THE BELL FACING UPSTREAM TO THE DIRECTION
(S
E
E
N
O
T
E
2
)
TR
E
N
C
H
B
A
C
K
F
I
L
L
W/ SIZE OF PIPE
VARIES
SEE NOTE 4
PIPE O.D.COMMON FILL
12" (TYP.)
FINISHED GRADETRENCH WIDTH
SELECT COMMON
FILL
INITIAL
BACKFILL
(S
E
E
N
O
T
E
1
)
HAUNCHING
12
"
L
I
F
T
S
M
A
X
I
M
U
M
UNDISTURBED EARTH
(SEE NOTE 3)
WITH TYPE "A" BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTEDBY UTILITIES.
OF THE FLOW.FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLEREGULATIONS OF THE GOVERNING AGENCIES.
NOTES:
1.
2.
3.4.5.6.
7.
TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY, PER AASHTO T-180. DENSITY TEST SHALL BE PROVIDED TO THE CITY BY AN APPROVED LAB.
BEDDING & TRENCHING - TYPE B
NTS
TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY, PER
TYPE "A" BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.
15" MAXIMUM/12" MINIMUM FOR PIPE DIAMETER LESS THAN 24".
WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
BEDDING DEPTH SHALL BE A 4" MINIMUM FOR PIPE DIAMETERS UP TO 12" AND 6" MINIMUM
(S
E
E
N
O
T
E
2
)
TR
E
N
C
H
B
A
C
K
F
I
L
L
12
"
L
I
F
T
S
M
A
X
I
M
U
M
W/ SIZE OF PIPE
VARIES
SEE NOTE 4
PIPE O.D.COMMON FILL
BEDDING MATERIAL
12" (TYP.)
UNDISTURBED EARTH
FINISHED GRADE
TRENCH WIDTH
SELECT COMMON
FILL
INITIAL
BACKFILL (S
E
E
NO
T
E
1
)
(S
E
E
NO
T
E
3
)
HAUNCHING
BEDDING(SEE NOTES 7 & 8)
AASHTO T-180. DENSITY TEST SHALL BE PROVIDED TO THE CITY BY AN APPROVED LAB.
24" MAXIMUM/12" MINIMUM FOR PIPE DIAMETER 24" AND LARGER.
FOR PIPE DIAMETER 16" AND LARGER.
DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK
BELOW THE PIPE. UTILITIES SHALL DETERMINE (IN THE FIELD) THE REQUIRED REMOVAL OF
UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION.
FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
REGULATIONS OF THE GOVERNING AGENCIES.
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
BEDDING & TRENCHING - TYPE A
NTS
PIPE JOINT RESTRAINT DETAIL
NTS
1
2
3
11
4
5
6
7
8
12
13
9
10
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C11.0
14
15
66
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
SV
STESVST
EH
TB
EH
ICV
TB
TB
C O
SS
C O
ICB
ICB
C O
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STORM MANHOLE
NRE: 27.83'
NW INV: 22.80'
(18" RCP)
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)
SE INV: 30.30' (18" RCP)
NW INV: 30.34' (18" RCP)ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STORM MANHOLE
NRE: 36.86'
SW INV: 31.88' (18" RCP)STORM MANHOLE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
MI
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7
5
STATE ROAD NO. 434 - OVIEDO ROAD (R/W VARIES)
15' UTILITY EASEMENT
(O.R.B. 7486, PG. 155)
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
F
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(
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TREE SWALLOW DRIVE60' ACCESS EASEMENT(O.R.B. 9168 PAGE 1505)
W
W
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W
W
W
W
W
W
W
W
W
W
W
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W
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W
W
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W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
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W
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W
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W
W
W
W
W
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W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
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W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
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W
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WW
W
W
W
W
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WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
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W
W
W
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SS
SS
SS
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SS
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SS
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SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 22.76'
NE INV: 18.86' (6" PVC)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CURB INLET
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
SD
52"OAK
APPROX.DRIPLINE
LOT 4LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
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A
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10' UTILITY EASEMENT
N
O
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40200
SCALE: 1" = 20'
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C12.0
SITE LEGEND
TREE REMOVAL
SIZE TREES
REMOVED CREDIT / TREE TOTAL
CREDITS
4" TO 8"106 1 106
9" TO 11"37 2 74
12" TO 15"63 3 189
16" TO 24"97 4 388
24" AND
ABOVE 3 6 18
TOTAL
TREES 306 TOTAL
CREDITS 775
NOTE:
REFER TO LANDSCAPE PLAN, SHEET L-1, FOR PROPOSED TREE LOCATIONS.
ANY DEFICIT IN TREE CREDITS WILL BE MITIGATED PER CITY OF WINTER
SPRINGS LAND DEVELOPMENT CODE.
EXISTING TREE
TREE REMOVED
OAK = OAK TREE
PALM = PALM TREE
PINE = PINE TREE
PROPOSED LIMITS
OF DISTURBANCE
SPECIMEN TREE REMOVED
67
S
E
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A
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-
6
2
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R
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29' U
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X
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X
X
X
X
X
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X
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X
X
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X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
X
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X
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X
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X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
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68
Development Agreement – Blake Commons
City of Winter Springs and Tuskawilla Retail Partners II, LLC
Page 1 of 12
THIS INSTRUMENT WAS PREPARED BY
AND SHOULD BE RETURNED TO:
Anthony A. Garganese
City Attorney of Winter Springs
Garganese, Weiss, D’Agresta & Salzman, P.A.
111 N. Orange Ave, Suite 2000
Orlando, Florida 32801
(407) 425-9566
_____________________________________________
FOR RECORDING DEPARTMENT USE ONLY
DEVELOPMENT AGREEMENT
TUSKAWILLA RETAIL PARTNERS II, LLC
(Blake Commons)
THIS DEVELOPMENT AGREEMENT (Agreement) is made and executed this
________ day of __________________, 2025, by and between the CITY OF WINTER
SPRINGS, a Florida municipal corporation with a principal address at 1126 E. S.R. 434, Winter
Springs, FL 32708 (“City”) and TUSKAWILLA RETAIL PARTNERS II, LLC, a Florida
Limited Liability Company with its principal address at 880 Glenwood Ave, Suite H, Atlanta, GA
30316 (“Developer”).
WITNESSETH
WHEREAS, Developer is the fee simple owner of certain real property located in the City
of Winter Springs consisting of 8.11 acres, more or less, located Southeast of the corner of Michael
Blake Boulevard and East State Road 434, as more particularly described herein (the “Property”);
and
WHEREAS, the Property was previously subject to that certain Development Agreement
dated March 10, 2015, and recorded in the Official Records of Seminole County at Official Record
Book 8446 Page 1131, as modified by the First Modification of Development Agreement dated
January 9, 2017, and recorded in the Official Records of Seminole County at Official Record Book
8852 Page 1719 (the “Original Development Agreements”); and
WHEREAS, the Property remains subject to the Original Development Agreements,
which describes that the Property would be developed as a future phase; and
WHEREAS, the Original Development Agreements requires that the frontage of the
Property be developed with commercial uses; and
WHEREAS, Developer, the new owner of the Property, now desires to develop the
Property and accordingly has applied for Final Engineering/Site Plan approval, waivers, and Final
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Plat approval in order to commence site clearing and grading activities and construct common
infrastructure for the commercial development to be located on the Property; and
WHEREAS, Section 20-29(c) of the City Code requires that all site plans and waivers
shall be binding on the use of the subject property; and
WHEREAS, this Development Agreement shall be recorded against the Property so that
the terms and conditions of approval related to the Project shall run with the land; and
NOW THEREFORE, in consideration of the mutual promises and covenants contained
herein, the parties mutually agree as follows:
1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by
this reference.
2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home
Rule Powers Act.
3.0 The Property. The real property subject to this Agreement is legally described in
Exhibit “A” which is attached hereto and fully incorporated herein by this reference.
4.0 Project Description and Requirements. Developer shall, at its expense, design,
permit, and construct the common infrastructure to support the future commercial shopping
center known as Blake Commons on the Property (the “Project”).
The Developer shall construct the Project in a manner consistent with the approved Final
Engineering/Site Plans, and Waivers that are on file with the City with the following file
numbers and consistent with the requirements contained in this Agreement:
File No.: FEDP-2024-0009
File No.: DVAG-2025-0007
File No.: WAIV-2025-0005
File No.: WAIV-2025-0008
For convenience, a copy of the Overall Site Plan is attached hereto and fully incorporated
herein by this reference as EXHIBIT “B.” Specific conditions of approval for the above-
referenced Plans and Waivers include the following, which are also addressed in the staff
report for the Final Engineering/Site Plans, Waivers, and Final Plat:
A. The applicant shall be required to pay $227,400 for removal of trees, including
specimen tree(s), prior to the issuance of the tree removal and land clearing permit.
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B. The applicant shall be required to submit a subdivision performance bond in a form
acceptable to the City Attorney.
C. There shall be no retail sales, manufacturing, or compounding of any products derived
from the hemp plant or cannabis plant, including CBD (cannabidiol).
D. All grass on the Property shall be Bahia grass. No St. Augustine grass or grass types
with low drought tolerance shall be permitted.
5.0 Future Permitting. Developer shall be required to receive site work/land clearing
permits and substantially commence construction of the infrastructure for the Project
within two (2) years of the Effective Date of this Agreement.
6.0 Representations of the Parties. The City and Developer hereby each represent and
warrant to the other that it has the power and authority to execute, deliver and perform the
terms and provisions of this Agreement and has taken all necessary action to authorize the
execution, delivery and performance of this Agreement. This Agreement will, when duly
executed and delivered by the City and Developer, constitute a legal, valid and binding
obligation enforceable against the parties hereto. Upon recording of this Agreement in the
Public Records of Seminole County, Florida, the Agreement shall be a binding obligation
upon the Property in accordance with the terms and conditions of this Agreement.
Developer represents that it has voluntarily and willfully executed this Agreement for
purposes of binding himself and the Property to the terms and conditions set forth in this
Agreement.
7.0 Successors and Assigns. This Agreement shall automatically be binding upon and
shall inure to the benefit of the City and Developer and their respective successors and
assigns. The terms and conditions of this Agreement similarly shall be binding upon the
Property, and shall run with title to the same upon being duly recorded against the Property
by the City.
8.0 Applicable Law; Venue. This Agreement shall be governed by and construed in
accordance with the laws of the State of Florida. The venue of any litigation arising out of
this Agreement shall be in Seminole County, Florida or, for federal court actions, in
Orlando, Florida.
9.0 Amendments. This Agreement shall not be modified or amended except by written
agreement duly executed by both parties hereto (or their successors or assigns) and
approved by the City Commission.
10.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersede
any other agreement, oral or written, regarding the Property and contain the entire
agreement between the City and Developer as to the subject matter hereof. The Exhibits
attached hereto and referenced herein are hereby fully incorporated herein by this
reference.
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11.0 Severability. If any provision of this Agreement shall be held to be invalid or
unenforceable to any extent by a court of competent jurisdiction, the same shall not affect
in any respect the validity or enforceability of the remainder of this Agreement.
12.0 Effective Date. This Agreement shall become effective upon approval by the City
Commission and execution of this Agreement by both parties hereto.
13.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded in the
Public Records of Seminole County, Florida by the City. The Developer shall be
responsible for all recording fees associated with this Agreement.
14.0 Relationship of the Parties. The relationship of the parties to this Agreement is
contractual and Developer is an independent contractor and not an agent of the City.
Nothing herein shall be deemed to create a joint venture or principal-agent relationship
between the parties, and neither party is authorized to, nor shall either party act toward
third persons or the public in any manner, which would indicate any such relationship with
the other.
15.0 Sovereign Immunity. The City intends to avail itself of sovereign immunity and other
applicable limitations on City liability whenever deemed applicable by the City. Therefore,
notwithstanding any other provision set forth in this Agreement, nothing contained in this
Agreement shall be construed as a waiver of the City’s right to sovereign immunity under
section 768.28, Florida Statutes, or other limitations imposed on the City’s potential
liability under state or federal law. As such, the City shall not be liable under this
Agreement for punitive damages or interest for the period before judgment. Further, the
City shall not be liable for any claim or judgment, or portion thereof, to any one person for
more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or
portion thereof, which, when totaled with all other claims or judgments paid by the State
or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the
sum of three hundred thousand dollars ($300,000.00).
16.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves
all police powers granted to the City by law. In no way shall this Agreement be construed
as the City bargaining away or surrendering its police powers.
17.0 Interpretation. The parties hereby agree and acknowledge that they have both
participated equally in the drafting of this Agreement and no party shall be favored or
disfavored regarding the interpretation to this Agreement in the event of a dispute between
the parties.
18.0 Third-Party Rights. This Agreement is not a third-party beneficiary contract and shall
not in any way whatsoever create any rights on behalf of any third party.
19.0 Specific Performance and Enforcement. Strict compliance shall be required with each
and every provision of this Agreement. The parties agree that failure to perform the
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obligations provided by this Agreement shall result in irreparable damage and that specific
performance of these obligations may be obtained by a suit in equity. The failure to timely
comply with any mandatory condition of this Agreement shall further constitute a violation
of the City’s Code of Ordinances and shall be subject to enforcement action as described
therein including, but not limited to, enforcement before the City’s Code Enforcement
Board under Chapter 2, Article III, Division 2. – Code Enforcement.
20.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this
Agreement, each party shall be responsible for their own attorney’s fees and costs.
21.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any
development permit applications or requests subsequent to the effective date of this
Agreement in accordance with the criteria of the City Code and the requirements of this
Agreement. The failure of this Agreement to address any particular City, County, State
and/or Federal permit, condition, term or restriction shall not relieve Developer or the City
of the necessity of complying with the law governing said permitting requirement,
condition, term or restriction. Without imposing any limitation on the City’s police powers,
the City reserves the right to withhold, suspend or terminate any and all certificates of
occupancy for any building, trailer, structure or unit if Developer is in breach of any term
and condition of this Agreement.
22.0 Default. Failure by either party to perform each and every one of its obligations
hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever
remedies are available to it under Florida law or equity including, without limitation,
termination of this Agreement, an action for specific performance, and/or injunctive relief.
Prior to any party filing any action as a result of a default under this Agreement, the non-
defaulting party shall first provide the defaulting party with written notice of said default.
Upon receipt of said notice, the defaulting party shall be provided a thirty (30) day
opportunity in which to cure the default to the reasonable satisfaction of the non-defaulting
party prior to filing said action.
23.0 Termination. The City shall have the unconditional right, but not obligation, to terminate
this Agreement, without notice or penalty, if Developer fails to receive site work/land
clearing permits and substantially commence construction of the infrastructure for the
Project within two (2) years of the effective date of this Agreement. The Developer may
apply to the City Commission for an extension of this Agreement, which may be granted
upon good cause shown. In addition, the City shall have the right, but not obligation, to
terminate the Agreement if Developer permanently abandons construction of the Project,
provided, however, the City shall first deliver written notice and an opportunity to cure to
the defaulting party as set forth in Section 22 above. If the City terminates this Agreement,
the City shall record a notice of termination against the Property in the public records of
Seminole County, Florida.
24.0 Indemnification and Hold Harmless. Developer shall be solely responsible for
designing, permitting, constructing, operating and maintaining this Project. As such,
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Developer hereby agrees to indemnify, release, and hold harmless the City and its
commissioners, employees and attorneys from and against all claims, losses, damages,
personal injuries (including, but not limited to, death), or liability (including reasonable
attorney’s fees and costs through all appellate proceedings), directly or indirectly arising
from, out of, or caused by Developer and Developer’s contractor’s and subcontractor’s
performance of design, permit and construction, and maintenance activities in furtherance
of constructing the Project and maintaining the improvements of this Project. This
indemnification shall survive the termination of this Agreement.
25.0 Force Majeure. The parties agree that in the event that the failure by either party to
accomplish any action required hereunder within a specified time period (“Time Period”)
constitutes a default under the terms of this Agreement and, if any such failure is due to
acts of God, acts of government authority (other than the City’s own acts), acts of public
enemy or war, riots, civil disturbances, power failure, shortages of labor or materials,
injunction or other court proceedings beyond the control of such party, or severe adverse
weather conditions (“Force Majeure Event”), then, notwithstanding any provision of this
Agreement to the contrary, that failure shall not constitute a default under this Agreement
and any Time Period proscribed hereunder shall be extended by the amount of time that
such party was unable to perform solely due to the Force Majeure Event. The extended
Time Period shall be agreed to in writing by the parties and said agreement shall not be
unreasonably withheld by either party. The City Manager shall have the authority to grant
an extended Time Period. An extension of any Time Period for reasons of a Force Majeure
Event shall be requested solely as provided in this Section. Developer hereby waives and
relinquishes the right to notify the City of the intent to exercise the tolling and extension
of any permit related to the Project, including Time Periods under this Agreement,
development orders, and building permits, available under Section 252.363, Florida
Statutes, as the result of a declaration of a state of emergency issued by the Governor for a
natural emergency.
26. Notice. Whenever either party desires to give notice to the other, notice shall be sent by
hand delivery or certified mail, return receipt requested, and shall be sent to:
For the City:
City Manager
City of Winter Springs
1126 East S.R. 434
Winter Springs, Florida 32708
With additional notice to:
Anthony A. Garganese, City Attorney
Garganese, Weiss, D’Agresta & Salzman, P.A.
111 N. Orange Avenue, Suite 2000
Orlando, Florida 32802
For Developer:
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Attn: Mark Mechlowitz, Managing Member
Tuskawilla Retail Partners II, LLC
880 Glenwood Avenue, Suite H
Atlanta, Georgia 30316
Either party may freely modify their respective contact person and address contained in
this Paragraph by providing written notice of the modification to the other party. Any
Notice given as provided herein shall be deemed received as follows: if delivered by
personal service, on the date so delivered; and if mailed, on the third business day after
mailing.
27.0 Assignment. Prior to completing the construction of the Project and reaching final build-
out of the Project, Developer shall not assign this Agreement without the prior written
consent of the City which consent shall not be unreasonably withheld, conditioned or
delayed. Such assignment shall require the written approval of the City by amendment to
this Agreement, which shall not require a public hearing and shall not be unreasonably
withheld. However, Developer shall be entitled to assign its rights and obligations under
this Agreement to a parent, subsidiary, or affiliated entity in which Developer or its
members are members or interest holders without City consent, provided that the City is
given notice of such assignment in accordance with Section 26.0 herein. Any assignment
authorized by this subparagraph shall require the assignee to be a formal signatory to this
Agreement and fully assume all of Developer’s obligations, commitments, representations,
and warranties under this Agreement. In any assignment, the rights and obligations
contained herein shall be binding on successors in interest to the Property, and the terms
and conditions of this Agreement shall bind and inure to the benefit of the parties hereto
and any respective successors and assigns.
[Signatures to follow]
IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date
first above written.
CITY OF WINTER SPRINGS
____________________________________
Kevin McCann
Mayor
Date: __________
ATTEST:
__________________________
Christian Gowan
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City Clerk
Date: __________
CITY SEAL Approved as to form and legality for the
City of Winter Springs only:
____________________________________
Anthony A. Garganese
City Attorney
Date: __________
Signed, sealed and delivered in the
presence of the following witnesses:
_____________________________
Signature of Witness
_____________________________
Printed Name of Witness
______________________________
Address of Witness
______________________________
_____________________________
Signature of Witness
_____________________________
Printed Name of Witness
_____________________________________________
Address of Witness
____________________________________________
TUSKAWILLA, RETAIL PARTNERS II, LLC,
a Florida limited liability company
By:__________________________________
Print name: ___________________________
Title:_________________________________
Date: _____________________, 2025
STATE OF ________________
COUNTY OF ______________
The foregoing instrument was acknowledged before me by means of (___) physical
presence or (___) online notarization, this ______ day of ___________, 2025,
by____________________, the __________________of Tuskawilla Retail Partners II, a limited
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liability company, on behalf of the company, who is personally known to me or produced
__________________________________ as identification.
(NOTARY SEAL)
(Notary Public Signature)
(Print Name)
Notary Public, State of
Commission No.:
My Commission Expires:
DEVELOPER IS HEREBY ADVISED THAT SHOULD DEVELOPER FAIL TO FULLY
EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN THIRTY (30)
DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES THIS
AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT
APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED
NULL AND VOID.
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EXHIBIT A
PROPERTY LEGAL DESCRIPTION
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EXHIBIT B
OVERALL SITE PLAN
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80
Florida Region www. c hw-inc .comBeyond Engineering
XXXX
ReportEcological
Report
TUSKAWILLA
NATURAL RESOURCE AND LISTED SPECIES ASSESSMENT
Date: 08/02/2024
PN# 24-0422
PM: Andy Woodruff
11801 Research Dr.
Alachua, FL 32615
(352)331-1976
Prepared For: NV5
Submitted For Review To: Jason Mahoney
Address: 6200 Lee Vista Blvd, Suite 400
Orlando, FL 32822
81
TABLE OF CONTENTS
1.0 Introduction ......................................................................................................................1
2.0 Land Use and Land Cover ...............................................................................................1
3.0 Soils ....................................................................................................................................2
4.0 Listed Species ....................................................................................................................2
4.1 Methods .........................................................................................................................3
4.2 Results ............................................................................................................................3
5.0 Summary ...........................................................................................................................4
6.0 References .........................................................................................................................4
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1
Tuskawilla
Natural Resource and Listed Species Assessment
July 2024
1.0 Introduction
This report documents the results of a natural resource assessment and listed species survey
conducted on July 10, 2024, by CHW, LLC an NV5 company (CHW) for Tuskawilla (Project).
The Project totals approximately 8.11± acres and is composed of Seminole County Parcel 26-20-
305AR-0A00-007L. The Project is located in Section 38, Township 21 South, and Range 31 East,
Seminole County, Florida (Exhibit 1). The Project is primarily composed of disturbed uplands
(Exhibit 2).
2.0 Land Use and Land Cover
The vegetation and land use mapping for the Project was conducted using Florida Department of
Transportation 2021 color rectified aerials. Ground truthing to map the vegetative communities
was conducted on July 10, 2024, utilizing the Florida Land Use, Cover and Forms Classification
System (FLUCFCS) Levels III (Florida Department of Transportation 1999). AutoCAD Map 3D
2024 software was used to determine the acreage of each mapping area, produce summaries, and
generate the FLUCFCS map for the Project.
A total of four vegetative associations or land uses (i.e., FLUCFCS codes) were identified on the
Project (Exhibit 3). Table 1 summarizes the FLUCFCS acreages and a description of each
FLUCFCS code is provided below.
Table 1. FLUCFCS Code Descriptions and Acreages
Mixed Hardwoods (FLUCFCS Code 438)
The canopy of this upland habitat type includes a variety of hardwoods including live oak (Quercus
virginiana), laurel oak (Quercus laurifolia), water oak (Quercus nigra), camphor tree (Camphora
officinarum), sweetgum (Liquidambar styraciflua), red bay (Persea borbonia), and cabbage palm
(Sabal palmetto). The sub canopy includes sweetgum, beautyberry (Callicarpa americana),
FLUCFCS
Code FLUCFCS Description Acres ±% of Total
438 Mixed Hardwoods 2.31 28.5
439 Other Hardwoods 0.74 9.1
740 Disturbed Land 4.59 56.6
742 Borrow Areas 0.47 5.8
Total 8.11 100.0%
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2
camphor tree, wax myrtle (Morella cerifera), cabbage palm, and saw palmetto (Serenoa repens).
The ground cover includes bracken fern (Pteridium aquilinum), tuberose sword fern (Nephrolepis
cordifolia), saw palmetto, muscadine (Vitis rotundifolia), camphor tree, sweetgum, and red bay.
Other Hardwoods (FLUCFCS Code 439)
The canopy of this upland habitat type is primarily composed of sweetgum, and also includes
cabbage palm. The subcanopy includes sweetgum, cabbage palm, and persimmon (Diospyros
virginiana). The groundcover is primarily open, but does include sweetgum, persimmon, and witch
grass (Dichanthelium sp.).
Disturbed Land (FLUCFCS Code 740)
This upland land use has a canopy that is primarily open, but does include live oak, cabbage palm,
and chinaberry (Melia azedarach). The sub canopy includes chinaberry, cabbage palm, popcorn
tree (Triadica sebifera), saltbush (Baccharis halimifolia), wax myrtle, and lantana (Lantana
strigocamara). The groundcover includes bahiagrass (Paspalum notatum), ragweed (Ambrosia
artemisiifolia), cogongrass (Imperata cylindrica), Ohio spiderwort (Tradescantia ohiensis),
ceasarweed (Urena lobata), dog fennel (Eupatorium capillifolium), muscadine, and creeping
oxeye (Sphagneticola trilobata).
Borrow Areas (FLUCFCS Code 742)
This upland land use has a canopy that is open. The sub canopy includes scattered saltbush and
Carolina willow (Salix caroliniana). The ground cover includes bahiagrass, and cogon grass.
3.0 Soils
The Natural Resources Conservation Service (NRCS) soils map describes two soil types as
occurring on the Project site (Exhibit 4). Table 3 summarizes the Project’s mapped soil units and
their hydric ratings. There are no hydric soil types mapped on the Project. Mapped soil types are
consistent with upland communities identified on the Project site.
Table 3. Summary of Soils on the Project Site
Map Unit Soil Description Hydric Rating
27 Pomello fine sand, 0 to 5 percent slopes No
29 St. Johns and EauGallie fine sands No
4.0 Listed Species
A literature review and field survey were conducted to determine if the Project site was being
utilized by state or federally listed species as identified by the Florida Fish and Wildlife
Conservation Commission (FWCC) and the U.S. Fish and Wildlife Service (USFWS). Field
survey included plant species listed by the Florida Department of Agriculture and Consumer
84
3
Services (FDACS) and wildlife species listed by the FWCC and USFWS as endangered,
threatened, species of special concern, or commercially exploited.
4.1 Methods
A literature review involved an examination of available information on listed species that
could potentially be located on, or in the vicinity, of the Project. The literature sources
reviewed included the FWCC’s Florida’s Endangered and Threatened Species (2022);
Florida Atlas of Breeding Sites for Herons and Their Allies (Runde et al. 1991); National
Bald Eagle Management Guidelines (USFWS 2007); the Audubon Eagle Watch database
of bald eagle (Haliaeetus leucocephalus) nest locations; and database information from the
USFWS and the FWCC.
A field survey was conducted on July 10, 2024, during daylight hours by qualified ecologists
walking parallel belt transects across the Project site. Transects were spaced at
approximately 50-foot intervals to ensure that sufficient visual coverage of ground and flora
were obtained. At regular intervals, the ecologists stopped, remained quiet, and listened for
wildlife vocalizations. The survey was conducted with the aid of 8x power binoculars.
Weather conditions in the pedestrian transects during the survey had temperatures in the
mid-90s, clear skies, and no precipitation.
4.2 Results
According to the Audubon Eagle Watch and FWCC databases, the closest bald eagle nest
(SE-96a) was reported as located approximately 370 feet west of the Project (Exhibit 6).
This nest was last reported in 2024 as “destroyed”. The primary nest for this pair (SE-96) is
located approximately 1,100 feet north of the Project and is outside of the FWCC and the
USFWS recommended 660-foot buffer protection zone for active and alternate bald eagle
nests. In 2023 Audubon Eagle Watch documented SE-96 as inactive and as “unknown” in
2024. CHW Ecologists were unable to observe any eagle nesting activity within 660-feet of
the Project that may have been visible from public spaces. The bald eagle was delisted
under the federal Endangered Species Act in 2007, but it is still protected under the Bald
and Golden Eagle Protection Act.
The Florida Atlas of Breeding Sites for Herons and Their Allies (Runde et al. 1991) and the
FWCC database were referenced for the locations of breeding colonies for both listed and
non-listed wading birds including, but not limited to, snowy egret (Egretta thula), roseate
spoonbill (Ajaia ajaja), little blue heron (Egretta caerulea), and tri-colored heron (Egretta
tricolor). The FWCC information is current through 1999. According to these sources, a
rookery exists approximately 2.3 miles northwest of the Project (Exhibit 6) which is beyond
the FWCC recommended 250-foot buffer.
The Project lies within the USFWS Consultation Area for the Florida scrub jay (Exhibit 6).
No Florida scrub jays were observed on the project site. No scrub habitat or scrub oaks that
are generally associated with Florida scrub jays were observed on, or in the vicinity of the
Project site. Florida scrub jays are listed as “Federally Threatened”.
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4
The Project lies within the USFWS Consultation Area for the Everglades snail kite (ESK)
(Exhibit 7). The Project site does not contain herbaceous wetlands or other surface water
habitats that ESK’s utilize for nesting or foraging, therefore no Project related impacts to
this species are anticipated. No ESK’s were observed on the Project. The ESK is listed as
“Federally Endangered”.
The Project lies within the USFWS Consultation Area for the West Indian manatee (Exhibit
8). The Project site does not contain wetlands or other surface water habitats, therefore no
impacts to this species are anticipated. The West Indian manatee is listed as “Federally
Threatened”.
During the field survey no listed species were observed on the Project site.
5.0 Summary
On July 10, 2024, CHW ecologists conducted habitat mapping and a survey for threatened and
endangered species on the Project site. The Project primarily consists of disturbed uplands. No
wetlands or OSW’s exist on the Project site. The Project lies within the USFWS consultation areas
for the Florida scrub jay, the Everglades snail kite, and the West Indian manatee. Database
information from the USFWS and FWC revealed that the Project site has no documented
occurrences of any listed species. No listed species were observed on the project site and habitat
conditions are not conducive to supporting threatened or endangered species presence.
6.0 References
Florida Fish and Wildlife Conservation Commission. 2022. Florida’s Endangered and Threatened
Species. Official Lists, Bureau of Non-Game Wildlife, Division of Wildlife.
Runde, D.E., J.A. Gore, J.A. Hovis, M.S. Robson, and P.D. Southall. 1991. Florida Atlas of
Breeding Sites for Herons and Their Allies, Update 1986 - 1989. Nongame Wildlife
Program Technical Report No. 10. Florida Game and Fresh Water Fish Commission,
Tallahassee, Florida. E6-5
U.S. Fish and Wildlife Service. 2007. National Bald Eagle Management Guidelines.
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Exhibit 1
Project Location Map
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Exhibit 2
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Tuskawilla
Aerial With Boundary
0 50 10025
Feet
Legend
Project Location
NOTES:
Aerial photographs provided by the Florida Department of
Transportation and were flown in 2021.
Property per CHW-Inc. drawing number 24-0422.01
BOUNDARY TOPO TREE.dwg accessed on July 8, 2024 and
aerial interpreted.
2
90
E-3
Exhibit 3
Aerial with FLUCFCS
91
740
(4.59 Ac.±)
742
(0.47 Ac.±)
438
(2.31 Ac.±)
439
(0.74 Ac.±)
~MIC
H
A
E
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B
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A
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B
L
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~
APPROXIMATE
P/L
4
3
4
Aerial with FLUCFCS Map
Tuskawilla
NOTES:
PROPERTY BOUNDARY PER CHW-INC. DRAWING NUMBER
24-0422.01 BOUNDARY TOPO TREE.DWG ACCESSED ON JULY 8,
2024 AND AERIAL INTERPRETED.
AERIAL PHOTOGRAPHS PROVIDED BY THE FLORIDA DEPARTMENT
OF TRANSPORTATION AND WERE FLOWN IN DECEMBER 2021.
FLUCFCS PER FLORIDA LAND USE, COVER, AND FORMS
CLASSIFICATION SYSTEM (FLUCFCS) (FDOT 1999).
Tech: donb Plot Date: Jul 29, 2024 9:20am Filename: N:\2024\24-0422\Admin & Information\07_Maps\Projects\Environmental Assessment\Aerial with FLUCFCS Map.dwg
DRAWN BY:
DRAWING DATE:
REVISED:
EXHIBIT NUMBER:
D.B.
7/17/24
Feet
0 60 120
3
92
E-4
Exhibit 4
Soils Map
93
Document Path: N:\2024\24-0422\Admin & Information\07_Maps\Projects\Environmental Assessment\Environmental Assessment.aprx Prepared by: DB Date: 7/8/2024
EXHIBIT NUMBER:
DRAWING DATE:
REVIEWED BY:
DRAWN BY:
7/08/24
A.W.
D.B.
Tuskawilla
Soils Map
0 50 10025
Feet
The Blake -
101
The Blake -
151
M icha
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lvd
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4
2929
NOTES:
Aerial photographs provided by the Florida Department of
Transportation and were flown in 2021.
Property per CHW-Inc. drawing number 24-0422.01
BOUNDARY TOPO TREE.dwg accessed on July 8, 2024 and
aerial interpreted.
Soils data downloaded from the FGDL library and is comprised
of data current to 2021 provided by the USDA Natural
Resources Conservation Service.
2727
aĂƉ hŶŝƚ ^Žŝů dLJƉĞ ILJĚƌŝĐ
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Ϯϵ ^ƚ͘:ŽŚŶƐĂŶĚĞĂƵŐĂůůŝĞ晩ŶĞƐĂŶĚƐ EŽ
Legend
Project Site
4
94
E-5
Exhibit 5
Documented Occurrences of Listed Species
95
Document Path: N:\2024\24-0422\Admin & Information\07_Maps\Projects\Environmental Assessment\Environmental Assessment.aprx Prepared by: DB Date: 7/8/2024
EXHIBIT NUMBER:
DRAWING DATE:
REVIEWED BY:
DRAWN BY:
7/08/24
A.W.
D.B.
Tuskawilla
Documented Occurrences of Listed Species
0 1,500 3,000
Feet
My rt le S t
Lan a r k
S
t
Hest
e
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A
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R
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Park
Soldiers Creek
Park
Parkstone
Little
Tuskawilla
E
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illa Rd
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Wilderness Area
Whites Landing
How
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Country
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417
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ill a D r
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W
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ate
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41
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Country Club
Oviedo Mall
SE004
SE096
SE032
SE086A
SE097
SE100A
SE096A
SE106
SE079
SE100
SE100B
SE002
SE003
SE031
SE060
SE066
SE070
SE071
SE087
SE086
Project
Site
Legend
Project Site
Bald Eagle Nest Location
Wading Bird Rookeries
NOTES:
Base map per ArcGIS Base maps (2023)
Property per CHW-Inc. drawing number 24-0422.01 BOUNDARY TOPO
TREE.dwg accessed on July 8, 2024 and aerial interpreted.
Eagle nests provided by the Audubon Eagle Watch and are current to February
2024.
Wading bird rookeries provided by the Florida Fish and Wildlife Conservation
Commission website and are current to November 2023.
5
96
E-6
Exhibit 6
Scrub Jay Consultation Area
97
Document Path: N:\2024\24-0422\Admin & Information\07_Maps\Projects\Environmental Assessment\Environmental Assessment.aprx Prepared by: DB Date: 7/8/2024
EXHIBIT NUMBER:
DRAWING DATE:
REVIEWED BY:
DRAWN BY:
07/08/24
A.W.
D.B.
Tuskawilla
Scrub Jay Consultation Area Map
0 5 10
Miles
Project
Site
NOTES:
Property per CHW-Inc. drawing number
24-0422.01 BOUNDARY TOPO TREE.dwg
accessed on July 8, 2024 and aerial interpreted.
Scrub jay consultation area produced by the U.S.
Fish and Wildlife Service and downloaded from
the Florida Geographic Data Library.
Legend
Property Boundary
Scrub Jay Consultation Area
76
98
E-7
Exhibit 7
Snail Kite Consultation Area
99
Document Path: N:\2024\24-0422\Admin & Information\07_Maps\Projects\Environmental Assessment\Environmental Assessment.aprx Prepared by: DB Date: 7/8/2024
EXHIBIT NUMBER:
DRAWING DATE:
REVIEWED BY:
DRAWN BY:
07/08/24
A.W.
D.B.
Tuskawilla
Snail Kite Consultation Area Map
0 5 10
Miles
Project
Site
NOTES:
Property per CHW-Inc. drawing number
24-0422.01 BOUNDARY TOPO TREE.dwg
accessed on July 8, 2024 and aerial interpreted.
Snaill kite consultation area produced by the U.S.
Fish and Wildlife Service and downloaded from
the Florida Geographic Data Library.
Legend
Property Boundary
Snail Kite Consultation Area
87
100
E-8
Exhibit 8
Manatee Consultation Area
101
Document Path: N:\2024\24-0422\Admin & Information\07_Maps\Projects\Environmental Assessment\Environmental Assessment.aprx Prepared by: DB Date: 7/29/2024
EXHIBIT NUMBER:
DRAWING DATE:
REVIEWED BY:
DRAWN BY:
07/08/24
A.W.
D.B.
Tuskawilla
Manatee Consultation Area Map
0 1 2
Miles
Project
Site
NOTES:
Property per CHW-Inc. drawing number
24-0422.01 BOUNDARY TOPO TREE.dwg
accessed on July 8, 2024 and aerial interpreted.
Manatee consultation area produced by the U.S.
Fish and Wildlife Service and downloaded from
the Florida Geographic Data Library.
Legend
Property Boundary
Manatee Consultation Area
98
102
S
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A
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STORM MANHOLE
NRE: 27.83'
NW INV: 22.80'
(18" RCP)
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STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (18" RCP)
SE INV: 30.30' (18" RCP)
NW INV: 30.34' (18" RCP)ST
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STORM MANHOLE
NRE: 36.86'
SW INV: 31.88' (18" RCP)STORM MANHOLE
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CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 31.81'
N: 1585749.90
E: 573112.88
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
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SANITARY MANHOLE (PER
AS-BUILTS PROVIDED)
NRE: 22.76'
NE INV: 18.86' (6" PVC)
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CURB INLET
RIM: 22.94'
NE INV: 15.32' (36" HP STORM)
SW INV: 15.32' (36" HP STORM)
CATCH BASIN
RIM: 23.44'
NE INV: 15.37' (36" HP STORM)
SANITARY MANHOLE
NRE: 27.46'
NE INV: 16.71'
(6" PVC)
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CURB INLET
RIM: 27.31'
NE INV: 19.91' (36" HP STORM)
SW INV: 19.94' (36" HP STORM)
SD
52"OAK
APPROX.DRIPLINE
LOT 4LOT 4
4.58 AC
LOT 3
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LOT 2
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LOT 1
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SITE LEGEND
TREE REMOVAL
SIZE TREES
REMOVED CREDIT / TREE TOTAL
CREDITS
4" TO 8"106 1 106
9" TO 11"37 2 74
12" TO 15"63 3 189
16" TO 24"97 4 388
24" AND
ABOVE 3 6 18
TOTAL
TREES 306 TOTAL
CREDITS 775
NOTE:
REFER TO LANDSCAPE PLAN, SHEET L-1, FOR PROPOSED TREE LOCATIONS.
ANY DEFICIT IN TREE CREDITS WILL BE MITIGATED PER CITY OF WINTER
SPRINGS LAND DEVELOPMENT CODE.
EXISTING TREE
TREE REMOVED
OAK = OAK TREE
PALM = PALM TREE
PINE = PINE TREE
PROPOSED LIMITS
OF DISTURBANCE
SPECIMEN TREE REMOVED
THIS PLAN SHEET IS CURRENTLY UNDER
REVIEW BY THE CITY UNDER A SEPARATE
PLAN NUMBER, FEDP-2024-0009.
NOTE: A WAIVER FOR THESE
THREE (3) SPECIMEN TREES IS
CURRENTLY UNDER REVIEW BY
THE CITY UNDER PERMIT
NUMBER, ARBOR-2025-0203.
LIMITS OF THE LEARNING
EXPERIENCE LOT, PROJECT
NUMBER: FEDP-2024-0010
10
5
10
6
10
7
10
8
4.29
8.11 306NO
james.herbert@nv5.com
407-539-4776
10
9
The 52" live oak located directly adjacent to the Michael Blake Blvd / SR 434 intersection will be
protected by: 1. Erecting a barrier around the tree that encompasses the tree's entire dripline. 2.
Barrier shall remain in place until all paving, construction, and heavy equipment is out of area.
11
0
11
1
11
2
11
3
PUBLIC HEARINGS AGENDA ITEM 402
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA |
JUNE 5, 2025 REGULAR MEETING
TITLE
Sutton Crossings Final Plat Approval
SUMMARY
The Community Development Department requests that the Planning and Zoning
Board review and consider a recommendation of approval of the Sutton Crossings Plat
to the City Commission to allow the subdivision of the subject property into five (5)
parcels, for retail space, hardware store, and quick serve drive through restaurant,
consistent with the previously-approved final engineering plans approved by the City
Commission on May 12, 2025.
Construction of the common infrastructure (sidewalks, roads, water/sewer, etc.) has
not yet commenced and the applicant intends to begin pulling site work and building
permits for the retail space, hardware store, and quick service drive through
restaurant soon, when applicable conditions of approval of the final engineering/site
plan have been met.
FUNDING SOURCE
RECOMMENDATION
The Community Development Department requests that the Planning and Zoning
Board review and consider a recommendation of approval of the Sutton Crossings Plat
to the City Commission to allow the subdivision of the subject property into five (5)
parcels, for retail space, hardware store, and quick serve drive through restaurant,
consistent with the previously-approved final engineering plans approved by the City
Commission on May 12, 2025.
114
STAFF REPORT – FINAL PLAT APPROVAL
PLANNING & ZONING BOARD
THURSDAY, JUNE 05, 2025 | REGULAR MEETING
SUTTON CROSSINGS – CONSIDERATION OF FINAL PLAT APPROVAL
Approval of this Final Plat is being requested in furtherance of the previously-approved final engineering
plans.
SUMMARY
The Community Development Department requests that the Planning and Zoning Board review and
consider a recommendation of approval of the Sutton Crossings Plat to the City Commission to allow the
subdivision of the subject property into five (5) parcels, for retail space, hardware store, and quick serve
drive through restaurant, consistent with the previously-approved final engineering plans approved by
the City Commission on May 12, 2025. Construction of the common infrastructure (sidewalks, roads,
water/sewer, etc.) has not yet commenced and the applicant intends to begin pulling site work and
building permits for the retail space, hardware store, and quick service drive through restaurant soon,
when applicable conditions of approval of the final engineering/site plan have been met.
General Information
Applicant(s) Blue Orange Holdings, LLC and EPB Engineering & Construction,
PLLC
Property Owner(s) Blue Orange Holdings, LLC and EPB Engineering & Construction,
PLLC
Location Northeast corner of Tuskawilla Road at Michael Blake Boulevard
Tract Size ±6.2 gross acres
Parcel ID Numbers 01-21-30-501-0000-0010; 26-20-30-5AR-0A00-008D; and 26-
20-30-5AR-0A00-008H
Zoning Designation Town Center District (TC) | T5 Transect | Urban Center Zone
FLUM Designation Town Center District
Adjacent Land Use North: Vacant
East: Vacant
South: Self Storage Facility
West: Tuskawilla Road
Development Permits Final Engineering, Aesthetic Review, Ten Waivers, Removal of
Specimen Tree approved with conditions on May 12, 2025
Development
Agreement
Development Agreement has not yet been executed and recorded
in the Official Records of Seminole County.
Code Enforcement Not applicable
City Liens Not applicable
115
STAFF REPORT – FINAL PLAT APPROVAL
PLANNING & ZONING BOARD
THURSDAY, JUNE 05, 2025 | REGULAR MEETING
BACKGROUND DATA:
The Applicants, Blue Orange Holdings, LLC and EPB Engineering & Construction, PLLC, propose to
subdivide a ± 6.2 acre parcel into five (5) parcels for retail and commercial activities.
The parcels are bounded to the north by State Road 434, to the east by State Road 434, to the south by
Michael Blake Boulevard, and to the west by Tuskawilla Road. The property is located in the Town Center
Transect T-5 and the Future Land Use designation is the Town Center District. The Final Engineering plans
were approved by the City Commission at the May 12, 2025 Commission meeting. The development
consists of one hardware store with three (3) retail spaces on proposed Lot 1, and a quick service drive
through restaurant on Lot 5. Future development on the remaining lots will require further final
engineering/site plan approval.
Approval of a final subdivision plat is regulated by Chapter 9 of the City Code (various sections) and
Chapter 177, Florida Statutes. Chapter 177, Florida Statutes require that the plat be fully executed by the
owner(s) of record, by all mortgagees having an interest in the land to be subdivided, by the professional
surveyor and mapper of record, and by the independent professional surveyor and mapper who reviews
the plat for consistency with Chapter 177, Florida Statutes.
City Staff, including the City's independent surveyor, Southeastern Surveying and Mapping Corporation,
have reviewed and recommend approval of the plat.
PUBLIC NOTICES:
The Final Plat is being requested in furtherance of the previously-approved final engineering plans and is
substantially in conformance with such plans, which were publicly noticed in accordance with Section 20-
28. The public hearing for the final engineering plans, conditional use, waivers, etc. was held at a regularly
scheduled City Commission meeting on May 12, 2025. In addition, the public hearing for the final plat
was advertised on-site and on the City’s website on May 23, 2023.
APPLICABLE REGULATIONS:
Chapter 177, Florida Statutes
Chapter 197, Florida Statutes
Chapter 9, City Code
FINAL PLAT CRITERIA, PER SEC. 9-10 OF THE CITY CODE:
(a) The application is in compliance with the provisions of this chapter and applicable law.
Analysis: Staff believes the plat meets this criteria. The Final Plat is being requested in
furtherance of the previously-approved final engineering plans, which were reviewed for
consistency with the City Code, and the proposed final plat is substantially in conformance with
such plans. The City Commission approved waivers for the lot sizes concurrently with the final
engineering plans, so no further waivers are necessary. The City’s surveyor has additionally
116
STAFF REPORT – FINAL PLAT APPROVAL
PLANNING & ZONING BOARD
THURSDAY, JUNE 05, 2025 | REGULAR MEETING
performed a review of the proposed plat and found the plat to be in conformance with the
requirements of Chapter 177, Florida Statutes.
(b) The application is consistent with the City’s comprehensive plan and applicable City master
plans.
Analysis: The proposed plat would allow the subdivision of the subject property consistent with
the City’s Comprehensive Plan. The intent of the Town Center future land use category is to
establish a vibrant “downtown” area in the heart of the City, based upon traditional
neighborhood development (TND) standards which include mixed use development built on a
pedestrian scale interconnected grid of streets and blocks. Typical uses that are encouraged
include shops, personal and business services, grocery stores, restaurants, cinemas, hotels,
offices, civic facilities, day care, and residential in various forms. Uses on site are in alignment
with the City’s comprehensive plan. The approved uses of retail, hardware store and quick
service drive through restaurant are permitted in the Town Center T-5 Transect. The Future
Land Use Map (FLUM) depicts this site as Town Center and therefore the site is compliant with
the FLUM.
(c) The application is compatible and in harmony with the surrounding neighborhood including with
respect to the size of existing surrounding lots and development trends in the neighborhood
which have been previously approved by the City Commission.
Analysis: The site is located in the T-5 Transect of the Town Center District – the area of most
intensive use in the city. The site is compatible with surrounding development in terms of
intensity of uses. Appropriate landscaping and screening are in place where there may be
conflicts with adjacent land uses, as required by the final engineering plans approved on May
12, 2025.
(d) The application does not create any lots, tracts of land, or developments that do not conform to
the City Code.
Analysis: Staff believes the plat meets this criteria. The lot dimensions in the proposed final plat
accommodate the building sizes previously approved by the City Commission in the final
engineering plans and waivers processed concurrently therewith.
(e) The application does not create burdensome congestion on the streets and highways.
Analysis: The site does not create burdensome congestion on streets or highways, as adequate
internal circulation has been provided to reduce possible congestion on SR 434 and Tuskawilla
Road. A traffic analysis was performed to assess the impact of the proposed development in
conjunction with the approved final engineering plans, which concluded that the roadway
segments would continue to operate at adequate Levels of Service (LOS) when project trips are
added. No new deficiencies were identified as a result as a result of project traffic impact.
117
STAFF REPORT – FINAL PLAT APPROVAL
PLANNING & ZONING BOARD
THURSDAY, JUNE 05, 2025 | REGULAR MEETING
(f) The application promotes the orderly layout and use of land.
Analysis: The site promotes the orderly layout and use of land. There is appropriate separation
between structures, landscaping to define sections of the larger site, and adequate internal
circulation.
(g) The application provides for adequate light and air.
Analysis: The spacing of buildings ensures that there is adequate light and air both within the
site and with respect to adjacent sites.
(h) The application does not create overcrowding of land.
Analysis: There is appropriate separation between buildings, as well as landscaping and ample
parking areas, which prevents overcrowding of land. The SR 434 streetscape buffer and
Tuskawilla Road streetscape are provided, with modifications as permitted by the waivers
granted by the City Commission at its May 12, 2025 meeting.
(i) The application does not pose any significant harm to the adequate and economical provision of
water, sewer, and other public services.
Analysis: This site does not pose any significant harm to the adequate and economical provision
of water, sewer, and other public services. Adequate utility easements for public water lines are
provided as referenced on the plat. In addition, utility easements are provided and dedicated to
the public as referenced in the Declaration of Cross-Easements, as well as emergency inspection
and maintenance easements over the private stormwater facilities in the development. Utility
plans were approved in the final engineering plans on May 12, 2025.
(j) The application provides for proper ingress and egress through a public or approved private
street or perpetual cross access easements.
Analysis: There is appropriate and proper ingress and egress through access to Michael Blake
Boulevard and SR 434. There is appropriate internal circulation through a series of internal
streets.
STAFF RECOMMENDATION:
Staff recommends that the Planning and Zoning Board recommend approval for City Commission to
approve the final Sutton Crossings Plat and authorize the plat to be recorded, subject to satisfaction of
the conditions of approval specified herein:
1. Filing of a subdivision performance bond in a form acceptable to the City At orney
118
STAFF REPORT – FINAL PLAT APPROVAL
PLANNING & ZONING BOARD
THURSDAY, JUNE 05, 2025 | REGULAR MEETING
EXHIBIT:
• Final Plat
119
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NATURES WAY
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ATIONAL40EPUBLIC
LOTS 1, 2, A PORTION OF LOTS 3 AND 4, TUSKAWILLA, AND A PORTION OF LOT 8, BLOCK A, AND VACATED RIGHT OF WAY, D.R.
MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN
OFFICIAL RECORDS BOOK 10181, PAGE 1010, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND THE SOUTHWESTERLY
RIGHT-OF-WAY LINE OF STATE ROAD 434, PER RIGHT OF WAY MAP SECTION 77070-2516; THENCE ALONG THE NORTHERLY
RIGHT-OF-WAY LINE OF SAID MICHAEL BLAKE BOULEVARD, THE FOLLOWING FOUR COURSES: (1) SOUTH 50°22'25" WEST, A
DISTANCE OF 153.21 FEET; (2) THENCE SOUTH 49°13'20" WEST, A DISTANCE OF 22.84 FEET, TO A POINT OF CURVATURE OF A
NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21°34'04" AND A CHORD
DISTANCE OF 63.61 FEET WHICH BEARS SOUTH 68°52'38" WEST; (3) THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, A
DISTANCE OF 63.99 FEET, TO A POINT ON THE FORMER WEST RIGHT OF WAY LINE OF CSX RAILROAD, SAID POINT BEING ON A
NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°03'47" AND A CHORD
DISTANCE OF 4.09 FEET WHICH BEARS SOUTH 01°43'08" EAST; (4) THENCE SOUTHERLY, ALONG SAID WEST LINE AND THE ARC OF A
CURVE, A DISTANCE OF 4.09 FEET TO A POINT ON THE NORTH LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN OFFICIAL
RECORDS BOOK 8943, PAGE 877, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING THE POINT OF
CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 151.67 FEET, A CENTRAL ANGLE OF
15°35'16”, AND A CHORD DISTANCE OF 41.14 FEET, WHICH BEARS SOUTH 83°10'40” WEST; THENCE WESTERLY, ALONG THE ARC OF
SAID CURVE, A DISTANCE OF 41.26 FEET; THENCE CONTINUE ALONG SAID NORTHERLY RIGHT OF WAY LINE, NORTH 87°58'43” WEST,
A DISTANCE OF 99.59 FEET, TO A POINT ON THE EAST RIGHT OF WAY LINE OF A RIGHT OF WAY, 30.00 FEET IN WIDTH, D.R.
MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE ALONG SAID EAST LINE, SOUTH 02°39'13”WEST, A DISTANCE OF 12.36
FEET; THENCE DEPARTING SAID EAST LINE, NORTH 87°17'27” WEST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE NORTH LINE
RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD, TUSKAWILLA CROSSINGS, PHASE 1, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 83, PAGES 75 THRU 89, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE
ALONG THE NORTH LINE, NORTH 87°17'27” WEST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE WEST RIGHT OF WAY LINE OF
AFORESAID RIGHT OF WAY , 30.00 FEET IN WIDTH; THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE OF MICHAEL
BLAKE BOULEVARD, NORTH 87°58'12” WEST, A DISTANCE OF 369.65 FEET, TO A POINT ON A CURVE ON THE EAST RIGHT OF WAY
LINE OF TUSKAWILLA ROAD, ACCORDING TO SEMINOLE COUNTY RIGHT OF WAY MAP, PROJECT NO. PS-107, SAID POINT ALSO
BEING THE NORTHWEST CORNER OF MICHAEL BLAKE BOULEVARD PER THE AFORESAID PLAT OF TUSKAWILLA CROSSINGS, SAID
POINT ALSO BEING ON A NON-TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 5677.58 FEET, A CENTRAL
ANGLE OF 1°10'21, AND A CHORD DISTANCE OF 116.18 WHICH BEARS NORTH 16°18'25” EAST; THENCE NORTHEASTERLY ALONG THE
ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 116.18 FEET TO THE POINT OF A REVERSE CURVE.
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 4040.18 FEET, A CHORD DISTANCE OF 260.82 FEET AND A CHORD THAT BEARS
NORTH 15°08'17” EAST; THENCE ALONG THE ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 260.86 FEET,
TO A POINT OF TANGENCY; THENCE NORTH 13°17'18” EAST, A DISTANCE OF 107.66 FEET TO A POINT ON THE SOUTH RIGHT OF WAY
LINE, 30.00 FEET IN WIDTH, ACCORDING TO AFORESAID PLAT OF , D.R. MITCHELL'S SURVEY; THENCE NORTH 19°56'30” EAST, A
DISTANCE OF 15.76 FEET, ALONG THE EAST LINE OF TUSKAWILLA ROAD TO A POINT IN THE CENTERLINE OF SAID 30.00 FOOT RIGHT
OF WAY; THENCE, ALONG SAID CENTERLINE, SOUTH 87°59'01” EAST, A DISTANCE OF 269.39 FEET; THENCE DEPARTING SAID
CENTERLINE, NORTH 02°00'59”EAST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE NORTH RIGHT OF WAY LINE AND THE
SOUTHEAST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 8150, PAGE 1049; THENCE ALONG THE EAST LINE OF SAID
LANDS, NORTH 02°11'57” EAST, A DISTANCE OF 65.79 FEET, TO THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD 434;
THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE, THE FOLLOWING THREE COURSES: (1) SOUTH 40°38'14” EAST, A
DISTANCE OF 223.39 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE FORMER CSX RAILROAD, SAID POINT BEING
ON A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 0°18'53”, A CHORD DISTANCE
OF 20.37 FEET, AND A CHORD THAT BEARS SOUTH 04°03'09” WEST; (2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE
AND THE FORMER RIGHT OF WAY LINE, A DISTANCE OF 20.37 FEET; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY LINE,
SOUTH 39°46'41” EAST, A DISTANCE OF 293.34 FEET TO THE POINT OF BEGINNING.
CONTAINING 267,190 SQUARE FEET OR 6.134 ACRES, MORE OR LESS.
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PER OFFICIAL RECORD PLAT BOOK 83, PAGES 75-89.
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MICHAEL BLAKE BOULEVARD
VARIABLE WIDTH PUBLIC RIGHT OF WAY
PLAT BOOK 83, PAGES 75-89
N87°58'12"W 369.65'
S87°59'01"E 269.39'
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N87° 58' 43"W
N87° 49' 26"W 259.98'
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PER OFFICIAL RECORD BOOK 8943, PAGE 877.
SOUTHERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE BLVD.
PER OFFICIAL RECORD PLAT BOOK 83, PAGES 75-89.
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(SEE PAGE 3)
Δ=90°09'43"
L=27.54'
R=17.50'
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C=24.78'
Δ=90°09'43"
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Δ=102°40'33"
L=13.44'
R=7.50'
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C=11.71'
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EPUBLIC 04ATIONAL
12
2
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Lot Split
Page 1 of 4
The Community Development Director reserves the right to determine whether this application is complete and
accurate. An incomplete application will not be processed and will be returned to the applicant. The application
shall be reviewed per City of Winter Springs Comprehensive Plan (CP) and Zoning Code. The sufficiency review
shall be completed within thirty (30) calendar days per FL Statue 166.033. Incomplete applications will not be
processed and will be returned to the applicant.
The following conditions must exist in order to split a parcel under this process per Sec. 9-11. - Lot splits.
The City Commission may by resolution at a public hearing grant waivers from the platting requirements of this
chapter for divisions of land that constitute a lot split:
For purposes of this section, the term “lot split” shall mean a division of a tract of land or lot that will result in
the creation of exactly one (1) additional lot or tract of land provided the following conditions are met:
(1) The lot or tract of land to be split is a previously platted lot or legal description of record.
(2) Each lot or tract of land created hereunder shall abut a public or approved private street, unless perpetual
cross-access easements already exist on the lot to be split or are determined not to be necessary, or, if necessary,
are provided by separate instrument.
(3) The lot split shall in every respect meet the criteria established elsewhere in this chapter and the City Code
for the category of zoning and other relevant Codes under which the property is zoned.
(b) Every lot split shall be processed in the following manner:
(1) An application form provided by the community development department shall be completed and filed with
the department, accompanied with the following:
a. An application fee approved by the city commission by resolution;
b.An e-copy of the proposed lot split;
c.A statement indicating whether new streets, water, sewer, drainage structures, or other infrastructure are
required off-site to provide sufficient access or municipal services to the subject land; and
d.Legal descriptions and acreage of the two proposed lots or tracts of land and a scaled drawing showing the
intended division shall be prepared by a duly licensed land surveyor registered in the state. If a lot or tract of land
contains any principal or accessory structures, a survey showing the structures on the lot or tract of land shall
accompany the application.
(2) Upon approval of the lot split by resolution of the city commission, the resolution shall be duly recorded in
the public records of Seminole County and recorded on the appropriate city maps and documents.
(c) No further division of an approved lot split is permitted under this section, unless a plat is prepared and
approved in accordance with this chapter.
(Ord. No. 2005-23, § 2, 9-12-05)
123
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Lot Split
Page 2 of 4
REQUIRED INFORMATION:
Applicant(s): Date:
Mailing address:
Email:
Phone Number:
Property Owner(s):
Mailing Address:
Email:
Phone Number:
Project Name:
Property Address:
Parcel ID(s):
Parcel Size:
Existing Use:
Existing Future Land Use:
Existing Zoning District:
Reason for request:
__________________________________________________________________________________________
Are there any existing/pending permits for the subject property?
(No): _________ (If Yes, indicate on survey): _________
Overall Land Area: _______
Will wells be used? _____
Is adjoining road paved? _____
Is adjoining road private? _____
Is adjoining road public? _____
Are septic tanks proposed or existing? _____
Have these lots been previously subdivided or aggregated? ___
How many total parcels proposed?
(3 max): __________ for the purpose of Split___ Reconfiguration___ Aggregation___
Developable land area (less lake and wetlands) for each lot:
Lot 1) ___________; Lot 2) ___________; Lot 3) _________
124
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Lot Split
Page 3 of 4
REQUIRED DOCUMENTATION (PDF):
__ Application
__ Application fee of $500.00
__ A general description of the relief sought under this division
__ Sketch of property locating any existing structures and/or sketch of proposed land split locating any
existing structures.
__ Complete legal description of the property to be split or reconfigured
__ Legal description(s) and sketch of newly created parcels (Word Doc)
__ Dated copy of School Impact Analysis submitted to the School Board (If applicable)
PLEASE NOTE:
- Created parcels (lots) must have frontage on a public right-of-way. (twenty feet of frontage for each lot)
- Newly created parcels shall meet all zoning requirements including minimum buildable lot area
- Existing structures must meet the minimum setback requirements after the lot split without a variance.
- Your mortgage may be affected by splitting or reconfiguring your property
- Sketch of property locating any existing structures and/or sketch of proposed land split locating any existing
structures
- Topographical survey signed and sealed by an authorized land surveyor may be required based on the amount
of property that lies within the 100 year flood plain as determined by FEMA maps (original).
- Lot Line Reconfigurations Only: Applicant will be responsible for recording the new Deeds and Sketch of
Description for the lot line reconfiguration with the Seminole County Clerk of the Courts Land Records Division.
125
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Lot Split
Page 4 of 4
CITY LIMITED RIGHT OF ENTRY: By submitting this Application you hereby grant temporary right of entry
for City Officials to enter upon the subject property for purposes of evaluating this Application and posting on
the subject property.
APPLICANT’S AUTHORIZATION: I desire to make Application for a Lot Split for the aforementioned project
and have read and agree to the terms contained herein. In addition, if the Applicant is a corporate entity, the
undersigned hereby represents and warrants that he/she is authorized to act on behalf of, and bind, the corporate
entity.
Applicant Name (Print):
Applicant Signature: Date:
Business Name:
Address:Parcel ID:
STATE OF COUNTY OF
The foregoing instrument was acknowledged before me this day of , 20 , by
who is personally known to me or who has produced
as identification and who did/did not take an oath.
Date: (seal):
Notary Public Signature:
My Commission expires:
Note: The Property Owner shall sign and have their signature notarized below if the
Applicant is not the owner of the subject property.
Property Owner’s Name (Print):
Property Owner Signature:
STATE OF COUNTY OF
Date
The foregoing instrument was acknowledged before me this day of , 20 , by
who is personally known to me or who has produced
as identification and who did/did not take an oath.
Date: (seal):
Notary Public Signature:
My Commission expires:
126
FLOOD NOTE: BASED ON MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) AVAILABLE ONLINE AT WWW.MSC.FEMA.GOV, AND BY GRAPHIC
PLOTTING ONLY, THIS PROPERTY IS LOCATED IN ZONE "X" ON FLOOD INSURANCE RATE
MAP NUMBER 12117C0160F, WHICH BEARS AN EFFECTIVE DATE OF 09/28/2007 AND IS NOT IN
A SPECIAL FLOOD HAZARD AREA. BY REVIEWING FLOOD MAPS PROVIDED BY THE
NATIONAL FLOOD INSURANCE PROGRAM WE HAVE LEARNED THIS COMMUNITY DOES
PARTICIPATE IN THE PROGRAM. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE
THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THE ACCURACY
OF THE MAPS AND/OR TO APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY
MANAGEMENT AGENCY.
VACANT LAND
NO ONSITE PARKING
99,228 ± SQUARE FEET2.278 ± ACRES
0AT
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WINTER SPRINGS, FLORIDA 32708SEMINOLE COUNTY
MICHAEL BLAKE BOULEVARD
BEARINGS SHOWN HEREON ARE BASED ON FLORIDA EAST STATE PLANE COORDINATES
BASED ON RTK NETWORK GPS OBSERVATION.
NOT TO SCALE
RESTRICTIONS, CONDITIONS, RESERVATIONS, EASEMENTS, DEDICATIONS AND
OTHER MATTERS CONTAINED ON THE PLAT OF D.R. MITCHELL'S SURVEY OF THE
LEVY GRANT ON LAKE JESSUP, AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC
RECORDS OF SEMINOLE, FLORIDA. (AFFECTS, BLANKET IN NATURE)
TERMS AND CONDITIONS CONTAINED IN RESOLUTION RECORDED IN O.R. BOOK
1050, PAGE 401, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (AFFECTS,
NOTHING TO PLOT)
TERMS AND CONDITIONS CONTAINED ORDINANCE NO. 429 RECORDED IN O.R.
BOOK 2001, PAGE 647, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
(AFFECTS, NOTHING TO PLOT)
TERMS AND CONDITIONS CONTAINED ORDINANCE NO. 462 RECORDED IN O.R.
BOOK 2094, PAGE 287, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
(AFFECTS, NOTHING TO PLOT)
TERMS AND CONDITIONS CONTAINED IN RESOLUTION NO. 97-R-7 RECORDED IN
O.R. BOOK 3191, PAGE 791, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
(AFFECTS NOTHING TO PLOT)
TERMS, COVENANTS, CONDITIONS AND OTHER MATTERS CONTAINED IN ORDER
OF TAKING RECORDED IN O.R. BOOK 3326, PAGE 1162, AND FINAL JUDGMENT
RECORDED IN O.R. BOOK 3380, PAGE 2151, PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA. (DOES NOT AFFECT, FALL IN TUSKAWILLA ROAD RIGHT OF
WAY)
TERMS, COVENANTS, CONDITIONS AND OTHER MATTERS CONTAINED IN THE
AGREEMENT DATED JUNE 26, 2000, BY AND BETWEEN SCHRIMSHER LAND FUND
1986-II, LTD., A FLORIDA LIMITED PARTNERSHIP, SCHRIMSHER LAND FUND V,
LTD., A FLORIDA LIMITED PARTNERSHIP, AND SCHRIMSHER LAND FUND VI, LTD.,
A FLORIDA LIMITED PARTNERSHIP, AND THE CITY OF WINTER SPRINGS, A
MUNICIPAL CORPORATION EXISTING UNDER THE LAWS OF THE STATE OF
FLORIDA, AS EVIDENCED BY SHORT FORM MEMORANDUM OF AGREEMENT
RECORDED IN O.R. BOOK 3988, PAGE 1063, OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA. (AFFECTS, NO SURVEY RELATED ITEMS, NOTHING TO PLOT)
RESERVATIONS, EASEMENTS AND OTHER MATTERS CONTAINED IN THAT
CERTAIN SPECIAL WARRANTY DEED RECORDED IN O.R. BOOK 3988, PAGE 1075,
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. (DOES NOT AFFECT)
TERMS, COVENANTS, CONDITIONS, EASEMENTS AND OTHER MATTERS
CONTAINED THAT CERTAIN MEMORANDUM OF POST CLOSING AGREEMENT AND
GRANT OF TEMPORARY CONSTRUCTION EASEMENT BY AND BETWEEN
SCHRIMSHER LAND FUND 1986-II, LTD., A FLORIDA LIMITED PARTNERSHIP,
SCHRIMSHER LAND FUND V, LTD., A FLORIDA LIMITED PARTNERSHIP, AND
SCHRIMSHER LAND FUND VI, LTD., A FLORIDA LIMITED PARTNERSHIP, AND
WINTER SPRINGS RETIREMENT RESIDENCE LLC, A WASHINGTON LIMITED
LIABILITY COMPANY, RECORDED IN O.R. BOOK 9101, PAGE 572, PUBLIC RECORDS
OF SEMINOLE COUNTY, FLORIDA. (AFFECTS, NOTHING TO PLOT)
AGREEMENT CONTAINED IN THAT CERTAIN WARRANTY DEED RECORDED IN O.R.
BOOK 1663, PAGE 34, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
(AFFECTS, NOTHING TO PLOT)
TERMS, COVENANTS, CONDITIONS AND OTHER MATTERS CONTAINED IN ORDER
OF TAKING RECORDED IN O.R. BOOK 2803, PAGE 1023, PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA. (DOES NOT AFFECT)
TERMS, COVENANTS, CONDITIONS, EASEMENTS, MAINTENANCE OBLIGATIONS,
AND OTHER MATTERS CONTAINED IN THAT CERTAIN IRRIGATION EASEMENT
RECORDED IN O.R. BOOK 8890, PAGE 833, AS AMENDED BY AMENDMENT TO
IRRIGATION EASEMENT RECORDED IN O.R. BOOK 9080, PAGE 347, PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA. (DOES NOT AFFECT)
5
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TO: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; JEQX-HRP WINTER SPRINGS,
LLC, A FLORIDA LIMITED LIABILITY COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED
WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(a), 7(b)(1), 7(c), 8, 9, 13, 14,
16, AND 17 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 04/05/2022. DATE
OF PLAT OR MAP: 04/20/2022.
1. NO UNDERGROUND UTILITIES ARE SHOWN ON THIS SURVEY, ONLY ABOVE GROUND VISIBLE
EVIDENCE OF UTILITIES ARE SHOWN.
2. ALL STATEMENTS WITHIN THE CERTIFICATION, AND OTHER REFERENCES LOCATED ELSEWHERE
HEREON, RELATED TO: UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, PARTY WALLS, PARKING,
EASEMENTS, SERVITUDES, AND ENCROACHMENTS ARE BASED SOLELY ON ABOVE GROUND, VISIBLE
EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON.
3. THIS SURVEY MEETS OR EXCEEDS THE SURVEY STANDARDS/STANDARDS OF CARE AS SET FORTH IN
SECTION 3 OF THE 2021 ALTA/NSPS SURVEY REQUIREMENTS.
4. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO STATE ROAD 434 & MICHAEL BLAKE
BOULEVARD, A DEDICATED PUBLIC STREET OR HIGHWAY. MICHAEL BLAKE BLVD. WAS A NEWLY
CONSTRUCTED ROADWAY.
5. THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY.
6. THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR
BUILDING ADDITIONS WITHIN RECENT MONTHS.
7. THE PARCELS CONTAINED IN THE LEGAL DESCRIPTION ARE CONTIGUOUS WITHOUT ANY GAPS, GORES
OR OVERLAPS.
8. BUILDING AREAS SHOWN HEREON ARE FOR THE FOOTPRINT OF THE BUILDING ONLY.
9. NO APPARENT CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AND
AVAILABLE FROM THE CONTROLLING JURISDICTION. NO OBSERVABLE EVIDENCE OF RECENT STREET
OR SIDEWALK CONSTRUCTION OR REPAIRS.
10. ALL BEARINGS AND DISTANCES ARE RECORD AND MEASURED UNLESS OTHERWISE NOTED.
11. NEAREST INTERSECTION: E FLORIDA 434 & MICHAEL BLAKE BOULEVARD.
12. NOT VALID WITHOUT THE ELECTRONIC SIGNATURE OR ORIGINAL SIGNATURE AND SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO SURVEY MAPS, SKETCHES,
OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES.
13. THIS SURVEY MEETS THE MINIMUM STANDARD OF PRACTICE FOR THE STATE OF FLORIDA.
14. THE PURPOSE OF THIS SURVEY IS TO SHOW THE BOUNDARIES OF THE TRACT OF LAND SHOWN
HEREON. CONTOURS WERE FROM A PRIOR SURVEY AND IS SHOWN AT CLIENT'S REQUEST AND NOT
FIELD VERIFIED. ALL ELEVATION DATA IS NAVD 88.
15. THE LEGAL DESCRIPTION SHOWN IN THE TITLE COMMITMENT APPEARS TO BE FROM THE PROPERTY
APPRAISERS OFFICE. THE LEGAL SHOWN IN O.R BOOK 9101, PAGE 572, (PARCEL 3) MATCHES THE
PROPERTY BOUNDARY LINES AS SHOWN AND AS SURVEYED.
16. TOPOGRAPHICAL ELEVATIONS ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION
#4733701, ELEVATION 44.45' NAVD 88 DATUM.
17. TREES WERE LOCATED 4" AND ABOVE. SITE IS HEAVILY WOODED.
18. AERIAL UNDERLAY WAS FLOWN ON JULY 31, 2020 BY REPUBLIC NATIONAL.
19. WETLAND FLAGS PER ATLANTIC ECOLOGICAL SERVICES REPORT.
____________________
REGISTERED SURVEYOR: MICHAEL W. SOLITRO
PROFESSIONAL LAND SURVEYOR NO.: 4458
STATE OF FLORIDA, C.O.A. LB 6300.
6
7
THE LAND IS DESCRIBED AS FOLLOWS:
THAT PART OF LOT 8 BLOCK "A", OF TUSKAWILLA, ACCORDING TO THE PLAT OF MITCHELL'S SURVEY OF THE LEVY GRANT
AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHWESTERN MOST CORNER OF LOT 31 ST. JOHNS LANDING AS RECORDED IN PLAT BOOK 53, PAGES
45 THRU 49 OF SAID PUBLIC RECORDS, SAID POINT BEING A RECOVERED CONCRETE MONUMENT ON THE EASTERLY RIGHT
OF WAY LINE OF TUSKAWILLA ROAD (FORMERLY BRANTLEY AS RECORDED IN OFFICIAL RECORDS BOOK 3225, PAGE 1829
OF SAID PUBLIC RECORDS; THENCE RUN NORTH 59°31'38" WEST ALONG THE WESTERLY PROLONGATION OF THE SOUTH
LINE OF SAID LOT 31 FOR A DISTANCE OF 15.00 FEET; THENCE RUN SOUTH 30°04'55" WEST ALONG SAID EASTERLY RIGHT OF
WAY LINE FOR A DISTANCE OF 5.00 FEET; THENCE CONTINUE SOUTH 30°04'55" WEST A DISTANCE OF 35.00 FEET; THENCE
SOUTH 59°31'38" EAST, A DISTANCE OF 1132.34 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 150.00 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE AT
60°36'00" FOR AN ARC DISTANCE OF 158.65 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 01°04'22" WEST A DISTANCE
OF 146.91 FEET; THENCE SOUTH 24°59'41' WEST, A DISTANCE OF 318.72 FEET; THENCE SOUTH 00°00'00" EAST A DISTANCE OF
115.48 FEET; THENCE SOUTH 36°55'21" EAST A DISTANCE OF 217.54 FEET; THENCE SOUTH 15°19'53" EAST A DISTANCE OF 140.49
FEET; THENCE SOUTH 02°23'00" WEST A DISTANCE OF 556.34 FEET; THENCE SOUTH 07°25'15" WEST A DISTANCE OF 272.61
FEET; THENCE SOUTH 29°30'05" WEST A DISTANCE OF 231.32; THENCE SOUTH 50°31'58" WEST A DISTANCE OF 1475.69 FEET TO
THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD 434 ACCORDING TO FLORIDA DEPARTMENT OF
TRANSPORTATION RIGHT OF WAY MAP SECTION 77070-2516; THENCE CONTINUE SOUTH 50°31'S8" WEST FOR A DISTANCE OF
143.34 FEET TO A FOUND 1/2" IRON ROD & CAP (LB ON THE SOUTHWESTERLY RIGHT OF WAY LINE OF SAID STATE ROAD 434;
THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY NORTH 39°47'08" WEST, 741.99 FEET TO THE POINT OF BEGINNING;
THENCE DEPARTING SAID SOUTHWESTERLY RIGHT OF WAY SOUTH 50°22'25" WEST, 153.21 FEET TO A SET 5/8" IRON ROD &
CAP (LB 8071); THENCE SOUTH 49°13°20" WEST, 22.84 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON A CURVE CONCAVE
NORTHEASTERLY, HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21°33'57", AND A CHORD BEARING AND
DISTANCE OF SOUTH 68°52'35" WEST, 63.61 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, A. DISTANCE
OF 63.99 FEET TO A SET 5/8" IRON ROD & CAP (LB 8071) ON THE WESTERLY RIGHT OF WAY OF C.S.X TRANSPORTATION., INC
"LAKE CHARM BRANCH" RAIL CORRIDOR; SAID POINT BEING ON A NON-TANGENT CURVE CONCAVE EASTERLY HAVING A
RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°28'47", AND A CHORD BEARING AND DISTANCE OF SOUTH 01°55'26" EAST,
31.04 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, AND SAID WESTERLY RIGHT OF WAY, A DISTANCE
OF 31.04 FEET TO A FOUND 4"X4" CONCRETE MONUMENT (LB 220) ON THE EASTERLY EXTENSION OF THE NORTH LINE OF
LOT 17 OF SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY,
ALONG SAID EASTERLY EXTENSION OF NORTH LINE, NORTH 87°52'13" WEST, 143.10 FEET TO A POINT ON THE EASTERLY
RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R. MITCHELL'S SURVEY OF LEVY GRANT; THENCE
DEPARTING SAID EASTERLY EXTENSION OF THE NORTH LINE, ALONG SAID EASTERLY RIGHT OF WAY, NORTH 02°44'06"
EAST, 510.43 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY OF A 30 FOOT ROAD AS SHOWN ON SAID PLAT OF D.R
MITCHELL'S SURVEY OF LEVY GRANT, THENCE DEPARTING SAID EASTERLY RIGHT OF WAY, ALONG SAID NORTHERLY
RIGHT OF WAY, NORTH 87°56'41" WEST, 21.83 FEET TO THE EASTERLY BOUNDARY OF LANDS DESCRIBED IN OFFICIAL
RECORDS BOOK 2152, PAGE 533 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE DEPARTING SAID
NORTHERLY RIGHT OF WAY, ALONG SAID EASTERLY BOUNDARY, NORTH 02°03'02" EAST, 65.81 FEET TO A POINT ON THE
SOUTHWESTERLY RIGHT OF WAY OF AFORESAID STATE ROAD 434; THENCE DEPARTING SAID EASTERLY BOUNDARY,
ALONG THE SAID SOUTHWESTERLY RIGHT OF WAY THE FOLLOWS THREE (3) COURSES: 1) THENCE SOUTH40°37'45" EAST,
224.63 FEET TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE EASTERLY, : HAVING A RADIUS OF 3707.33 FEET, A
CENTRAL ANGLE OF 00°18'00", AND A CHORD BEARING AND DISTANCE OF SOUTH 06°37'29" WEST, 19.42 FEET; 2) THENCE
SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 19.42 FEET TO THE END OF SAID CURVE; 3) THENCE
S.39°47'08"E., 293.27 FEET TO THE POINT OF BEGINNING.
LESS (OFFICIAL RECORDS BOOK 8943, PAGE 877)
A PORTION LOT 8, BLOCK A, DR MITCHELL'S SURVEY OF THE LEVY GRANT, AS RECORDED IN PLAT BOOK 1, PAGE 5 OF THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LYING IN SECTION 6, TOWNSHIP 21 SOUTH, RANGE 31 EAST BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE NORTHWEST CORNER OF THE RESERVE AT TUSCAWILLA PHASE II, AS RECORDED IN PLAT BOOK 50,
PAGES 3 THROUGH 9 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN SOUTH 00°45'33" EAST ALONG
THE WESTERLY LINE OF SAID RESERVE AT TUSCAWILLA, PHASE II, ALSO BEING THE EAST LINE OF BLOCK A, GARDENA
FARMS TOWN STIES, AS RECORDED IN PLAT BOOK 6, PAGE 39, OF THE SAID PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA, FOR A DISTANCE OF 810.29 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF RAILS TO TRAILS
AS RECORDED IN OFFICIAL RECORDS BOOK 3177, PAGE 632 OF SAID PUBLIC RECORDS; THENCE DEPARTING SAID WEST LINE
AND SAID EAST LINE, RUN NORTH 55°28'13" WEST ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF
593.50 FEET TO THE SOUTHEAST CORNER OF BLOCK C, OF SAID GARDENA FARMS TOWN SITES; THENCE CONTINUE NORTH
55°28'13" WEST, ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 800.00 FEET TO A POINT ON A
NON-TANGENT CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 1815.35 FEET, A CHORD BEARING OF NORTH
39°53'20" WEST AND A CHORD DISTANCE OF 974.43 FEET; THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A CENTRAL ANGLE OF 31°08'12" FOR AN ARC DISTANCE OF
986.53 FEET TO THE POINT OF COMPOUND CURVATURE OF A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
2148.74 FEET, A CHORD BEARING OF NORTH 22°10'08" WEST AND A CHORD DISTANCE OF 162.34 FEET; THENCE RUN
NORTHWESTERLY ALONG THE ARC OF SAID CURVE, AND SAID NORTHEASTERLY RIGHT OF WAY LINE, THROUGH A
CENTRAL ANGLE OF 04°19'47" FOR AN ARC DISTANCE OF 162.58 FEET TO A POINT ON THE NORTHWESTERLY RIGHT OF WAY
LINE OF RAILS TO TRAILS, AS RECORDED IN OFFICIAL RECORDS BOOK 3988, PAGE 1075 OF THE AFORESAID PUBLIC RECORDS
OF SEMINOLE COUNTY; THENCE RUN NORTH 49°31'30" EAST, ALONG SAID NORTHWESTERLY RIGHT OF WAY LINE,
NON-TANGENT TO SAID CURVE, FOR A DISTANCE OF 250.50 FEET; THENCE RUN NORTH 39°49°55" WEST, DEPARTING SAID
NORTHWESTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 659.48 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE
OF RAILS TO TRAILS, ACCORDING TO THE AFORESAID OFFICIAL RECORDS BOOK 3177, PAGE 632, LYING ON A NON-TANGENT
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF NORTH 03°01'14" WEST AND A
CHORD DISTANCE OF 96.30 FEET; THENCE RON NORTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND ALONG THE
ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 01°22'36" FOR AN ARC DISTANCE OF 96,30 FEET TO A NON-TANGENT
POINT AND THE POINT OF BEGINNING; THENCE RUN NORTH 87°58'38" WEST, ALONG THE EASTERLY EXTENSION OF THE
NORTH LINE OF LOT 17 OF TUSKAWILLA, ACCORDING TO THE PLAT OF D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, AS
RECORDED IN PLAT BOOK 1, PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, NON-RADIAL WITH SAID
CURVE AND DEPARTING SAID WESTERLY RIGHT OF WAY LINE, FOR A DISTANCE OF 142.83 FEET TO THE EASTERLY LINE OF
THAT CERTAIN THIRTY FOOT (30) WIDE UNNAMED RIGHT OF WAY ACCORDING TO THE AFORESAID PLAT OF D.R.
MITCHELL'S SURVEY OF THE LEVY GRANT; THENCE RUN NORTH 02°41'39" EAST, ALONG SAID EASTERLY RIGHT OF WAY
LINE, FOR A DISTANCE OF 27,00 FEET; THENCE RUN SOUTH 87°58'38" EAST, DEPARTING SAID EASTERLY RIGHT OF WAY LINE,
FOR A DISTANCE OF 99,57 FEET TO A POINT ON A NON-TANGENT CURVE CONCAVE NORTHWESTERLY, HAVING A RADIUS OF
151.67 FEET, A CHORD BEARING OF NORTH 83°10'19" EAST AND A CHORD DISTANCE OF 41.09 FEET; THENCE RUN
NORTHEASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 15°34'11" FOR AN ARC DISTANCE OF
41.22 FEET TO A POINT ON THE AFORESAID WESTERLY. RIGHT OF WAY LINE OF RAILS TO TRAILS, LYING ON A
NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 4008.02 FEET, A CHORD BEARING OF SOUTH 02°05'36"
EAST AND A CHORD DISTANCE OF 33.41 FEET; THENCE RUN SOUTHERLY ALONG SAID WESTERLY RIGHT OF WAY LINE AND
ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 00°28'39" FOR AN ARC DISTANCE OF 33.41 FEET TO THE
POINT OF BEGINNING.
TOGETHER WITH:
LOTS 1 AND 2 AND THAT PART OF LOTS 3 AND 4 EAST OF GOLDENROD ROAD, TUSKAWILLA, D.R. MITCHELL'S SURVEY OF
THE LEVY GRANT, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 5, PUBLIC RECORDS
OF SEMINOLE COUNTY, FLORIDA.
TOGETHER WITH: THE NORTH HALF (1/2) OF THE VACATED RIGHT-OF-WAY ADJACENT ON THE SOUTH, AS DESCRIBED IN
RESOLUTION RECORDED IN O.R. BOOK 1050, PAGE 401, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
LESS AND EXCEPT: THOSE PORTIONS TAKEN IN WARRANTY DEED RECORDED IN O.R. BOOK 2440, PAGE 489, AND ORDER OF
TAKING RECORDED IN O.R. BOOK 3326, PAGE 1162, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
TOGETHER WITH
149,053 ± SQUARE FEET3.422 ± ACRES
(CALCULATED)
A PORTION OF LOT 8
ENCROACHMENT BY DRAINAGE MANHOLE 0.4' AT MOST
THE PROPERTY HEREON DESCRIBED IS THE SAME AS THE PERTINENT PROPERTY AS
DESCRIBED IN OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, COMMITMENT FILE
NO.: 22922456, WITH AN EFFECTIVE DATE OF JULY 26, 2022.
TERMS AND CONDITIONS CONTAINED IN ORDINANCE NO. 2015-09 RECORDED IN
O.R. BOOK 8454, PAGE 361 AND RECORDED IN O.R. BOOK 8454, PAGE 365, PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA. (AFFECTS, AS SHOWN)
TERMS, COVENANTS, CONDITIONS, EASEMENTS AND OTHER MATTERS
CONTAINED IN THAT CERTAIN TEMPORARY UTILITY EASEMENT (POTABLE
WATER) RECORDED IN O.R. BOOK 8591, PAGE 205, AS AMENDED BY AMENDMENT
TO TEMPORARY UTILITY EASEMENT (POTABLE WATER) RECORDED IN O.R. BOOK
8799, PAGE 340, WHICH WAS RE-RECORDED IN O.R. BOOK 8846, PAGE 1604, AS
FURTHER AMENDED BY SECOND AMENDMENT TO TEMPORARY UTILITY
EASEMENT (POTABLE WATER) RECORDED IN O.R. BOOK 8940, PAGE 1029, PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA. (AFFECTS, AS SHOWN)
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LOTS 1, 2, A PORTION OF LOTS 3 AND 4, TUSKAWILLA, AND A PORTION OF LOT 8, BLOCK A, AND
VACATED RIGHT OF WAY, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE
BOULEVARD, AS RECORDED IN OFFICIAL RECORDS BOOK 10181, PAGE 1010, OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA AND THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD 434, PER
RIGHT OF WAY MAP SECTION 77070-2516; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID
MICHAEL BLAKE BOULEVARD, THE FOLLOWING FOUR COURSES: (1) SOUTH 50°22'25" WEST, A DISTANCE
OF 153.21 FEET; (2) THENCE SOUTH 49°13'20" WEST, A DISTANCE OF 22.84 FEET, TO A POINT OF
CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A
CENTRAL ANGLE OF 21°34'04" AND A CHORD DISTANCE OF 63.61 FEET WHICH BEARS SOUTH 68°52'38"
WEST; (3) THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, A DISTANCE OF 63.99 FEET, TO A
POINT ON THE FORMER WEST RIGHT OF WAY LINE OF CSX RAILROAD, SAID POINT BEING ON A
NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF
00°03'47" AND A CHORD DISTANCE OF 4.09 FEET WHICH BEARS SOUTH 01°43'08" EAST; (4) THENCE
SOUTHERLY, ALONG SAID WEST LINE AND THE ARC OF A CURVE, A DISTANCE OF 4.09 FEET TO A POINT
ON THE NORTH LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN OFFICIAL RECORDS BOOK 8943,
PAGE 877, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING THE POINT OF
CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 151.67 FEET, A
CENTRAL ANGLE OF 15°35'16”, AND A CHORD DISTANCE OF 41.14 FEET, WHICH BEARS SOUTH
83°10'40” WEST; THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, A DISTANCE OF 41.26 FEET;
THENCE CONTINUE ALONG SAID NORTHERLY RIGHT OF WAY LINE, NORTH 87°58'43” WEST, A DISTANCE
OF 99.59 FEET, TO A POINT ON THE EAST RIGHT OF WAY LINE OF A RIGHT OF WAY 30.00 FEET IN WIDTH,
D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 1, PAGE 5, IN THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE ALONG SAID
EAST LINE, SOUTH 02°39'13”WEST, A DISTANCE OF 12.36 FEET; THENCE DEPARTING SAID EAST LINE,
NORTH 87°17'27” WEST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE NORTH LINE RIGHT OF WAY LINE
OF MICHAEL BLAKE BOULEVARD, TUSKAWILLA CROSSINGS, PHASE 1, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 83, PAGES 75 THRU 89, INCLUSIVE, OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE, NORTH 87°17'27” WEST, A DISTANCE OF
15.00 FEET, TO A POINT ON THE WEST RIGHT OF WAY LINE OF AFORESAID RIGHT OF WAY , 30.00 FEET IN
WIDTH; THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE OF MICHAEL BLAKE
BOULEVARD, NORTH 87°58'12” WEST, A DISTANCE OF 369.65 FEET, TO A POINT ON A CURVE ON THE EAST
RIGHT OF WAY LINE OF TUSKAWILLA ROAD, ACCORDING TO SEMINOLE COUNTY RIGHT OF WAY MAP,
PROJECT NO. PS-107, SAID POINT ALSO BEING THE NORTHWEST CORNER OF MICHAEL BLAKE
BOULEVARD PER THE AFORESAID PLAT OF TUSKAWILLA CROSSINGS, SAID POINT ALSO BEING ON A
NON-TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 5677.58 FEET, A CENTRAL
ANGLE OF 1°10'21, AND A CHORD DISTANCE OF 116.18 WHICH BEARS NORTH 16°18'25” EAST; THENCE
NORTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE
OF 116.18 FEET TO THE POINT OF A REVERSE CURVE. CONCAVE NORTHWESTERLY, HAVING A RADIUS OF
4040.18 FEET, A CHORD DISTANCE OF 260.82 FEET AND A CHORD THAT BEARS NORTH 15°08'17” EAST;
THENCE ALONG THE ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 260.86
FEET, TO A POINT OF TANGENCY; THENCE NORTH 13°17'18” EAST, A DISTANCE OF 107.66 FEET TO A POINT
ON THE SOUTH RIGHT OF WAY LINE, 30.00 FEET IN WIDTH, ACCORDING TO AFORESAID PLAT OF , D.R.
MITCHELL'S SURVEY; THENCE NORTH 19°56'30” EAST, A DISTANCE OF 15.76 FEET, ALONG THE EAST LINE
OF TUSKAWILLA ROAD TO A POINT IN THE CENTERLINE OF SAID 30.00 FOOT RIGHT OF WAY; THENCE,
ALONG SAID CENTERLINE, SOUTH 87°59'01” EAST, A DISTANCE OF 269.39 FEET; THENCE DEPARTING SAID
CENTERLINE, NORTH 02°00'59”EAST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE NORTH RIGHT OF
WAY LINE AND THE SOUTHEAST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 8150,
PAGE 1049; THENCE ALONG THE EAST LINE OF SAID LANDS, NORTH 02°11'57” EAST, A DISTANCE OF 65.79
FEET, TO THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD 434; THENCE ALONG SAID
SOUTHWESTERLY RIGHT OF WAY LINE, THE FOLLOWING THREE COURSES: (1) SOUTH 40°38'14” EAST, A
DISTANCE OF 223.39 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE FORMER CSX
RAILROAD, SAID POINT BEING ON A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3707.33
FEET, A CENTRAL ANGLE OF 0°18'53”, A CHORD DISTANCE OF 20.37 FEET, AND A CHORD THAT BEARS
SOUTH 04°03'09” WEST; (2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND THE
FORMER RIGHT OF WAY LINE, A DISTANCE OF 20.37 FEET; THENCE DEPARTING SAID WESTERLY RIGHT
OF WAY LINE, SOUTH 39°46'41” EAST, A DISTANCE OF 293.34 FEET TO THE POINT OF BEGINNING.
CONTAINING 267,190 SQUARE FEET OR 6.134 ACRES, MORE OR LESS.
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ATIONAL40EPUBLIC
LOTS 1, 2, A PORTION OF LOTS 3 AND 4, TUSKAWILLA, AND A PORTION OF LOT 8, BLOCK A, AND VACATED RIGHT OF WAY, D.R.
MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN
OFFICIAL RECORDS BOOK 10181, PAGE 1010, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND THE SOUTHWESTERLY
RIGHT-OF-WAY LINE OF STATE ROAD 434, PER RIGHT OF WAY MAP SECTION 77070-2516; THENCE ALONG THE NORTHERLY
RIGHT-OF-WAY LINE OF SAID MICHAEL BLAKE BOULEVARD, THE FOLLOWING FOUR COURSES: (1) SOUTH 50°22'25" WEST, A
DISTANCE OF 153.21 FEET; (2) THENCE SOUTH 49°13'20" WEST, A DISTANCE OF 22.84 FEET, TO A POINT OF CURVATURE OF A
NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 21°34'04" AND A CHORD
DISTANCE OF 63.61 FEET WHICH BEARS SOUTH 68°52'38" WEST; (3) THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, A
DISTANCE OF 63.99 FEET, TO A POINT ON THE FORMER WEST RIGHT OF WAY LINE OF CSX RAILROAD, SAID POINT BEING ON A
NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 00°03'47" AND A CHORD
DISTANCE OF 4.09 FEET WHICH BEARS SOUTH 01°43'08" EAST; (4) THENCE SOUTHERLY, ALONG SAID WEST LINE AND THE ARC OF A
CURVE, A DISTANCE OF 4.09 FEET TO A POINT ON THE NORTH LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN OFFICIAL
RECORDS BOOK 8943, PAGE 877, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING THE POINT OF
CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 151.67 FEET, A CENTRAL ANGLE OF
15°35'16”, AND A CHORD DISTANCE OF 41.14 FEET, WHICH BEARS SOUTH 83°10'40” WEST; THENCE WESTERLY, ALONG THE ARC OF
SAID CURVE, A DISTANCE OF 41.26 FEET; THENCE CONTINUE ALONG SAID NORTHERLY RIGHT OF WAY LINE, NORTH 87°58'43” WEST,
A DISTANCE OF 99.59 FEET, TO A POINT ON THE EAST RIGHT OF WAY LINE OF A RIGHT OF WAY, 30.00 FEET IN WIDTH, D.R.
MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, IN THE
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE ALONG SAID EAST LINE, SOUTH 02°39'13”WEST, A DISTANCE OF 12.36
FEET; THENCE DEPARTING SAID EAST LINE, NORTH 87°17'27” WEST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE NORTH LINE
RIGHT OF WAY LINE OF MICHAEL BLAKE BOULEVARD, TUSKAWILLA CROSSINGS, PHASE 1, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 83, PAGES 75 THRU 89, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE
ALONG THE NORTH LINE, NORTH 87°17'27” WEST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE WEST RIGHT OF WAY LINE OF
AFORESAID RIGHT OF WAY , 30.00 FEET IN WIDTH; THENCE CONTINUING ALONG SAID NORTH RIGHT OF WAY LINE OF MICHAEL
BLAKE BOULEVARD, NORTH 87°58'12” WEST, A DISTANCE OF 369.65 FEET, TO A POINT ON A CURVE ON THE EAST RIGHT OF WAY
LINE OF TUSKAWILLA ROAD, ACCORDING TO SEMINOLE COUNTY RIGHT OF WAY MAP, PROJECT NO. PS-107, SAID POINT ALSO
BEING THE NORTHWEST CORNER OF MICHAEL BLAKE BOULEVARD PER THE AFORESAID PLAT OF TUSKAWILLA CROSSINGS, SAID
POINT ALSO BEING ON A NON-TANGENT CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 5677.58 FEET, A CENTRAL
ANGLE OF 1°10'21, AND A CHORD DISTANCE OF 116.18 WHICH BEARS NORTH 16°18'25” EAST; THENCE NORTHEASTERLY ALONG THE
ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 116.18 FEET TO THE POINT OF A REVERSE CURVE.
CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 4040.18 FEET, A CHORD DISTANCE OF 260.82 FEET AND A CHORD THAT BEARS
NORTH 15°08'17” EAST; THENCE ALONG THE ARC OF SAID CURVE AND SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 260.86 FEET,
TO A POINT OF TANGENCY; THENCE NORTH 13°17'18” EAST, A DISTANCE OF 107.66 FEET TO A POINT ON THE SOUTH RIGHT OF WAY
LINE, 30.00 FEET IN WIDTH, ACCORDING TO AFORESAID PLAT OF , D.R. MITCHELL'S SURVEY; THENCE NORTH 19°56'30” EAST, A
DISTANCE OF 15.76 FEET, ALONG THE EAST LINE OF TUSKAWILLA ROAD TO A POINT IN THE CENTERLINE OF SAID 30.00 FOOT RIGHT
OF WAY; THENCE, ALONG SAID CENTERLINE, SOUTH 87°59'01” EAST, A DISTANCE OF 269.39 FEET; THENCE DEPARTING SAID
CENTERLINE, NORTH 02°00'59”EAST, A DISTANCE OF 15.00 FEET, TO A POINT ON THE NORTH RIGHT OF WAY LINE AND THE
SOUTHEAST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 8150, PAGE 1049; THENCE ALONG THE EAST LINE OF SAID
LANDS, NORTH 02°11'57” EAST, A DISTANCE OF 65.79 FEET, TO THE SOUTHWESTERLY RIGHT OF WAY LINE OF STATE ROAD 434;
THENCE ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE, THE FOLLOWING THREE COURSES: (1) SOUTH 40°38'14” EAST, A
DISTANCE OF 223.39 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE FORMER CSX RAILROAD, SAID POINT BEING
ON A CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3707.33 FEET, A CENTRAL ANGLE OF 0°18'53”, A CHORD DISTANCE
OF 20.37 FEET, AND A CHORD THAT BEARS SOUTH 04°03'09” WEST; (2) THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE
AND THE FORMER RIGHT OF WAY LINE, A DISTANCE OF 20.37 FEET; THENCE DEPARTING SAID WESTERLY RIGHT OF WAY LINE,
SOUTH 39°46'41” EAST, A DISTANCE OF 293.34 FEET TO THE POINT OF BEGINNING.
CONTAINING 267,190 SQUARE FEET OR 6.134 ACRES, MORE OR LESS.
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PER OFFICIAL RECORD PLAT BOOK 83, PAGES 75-89.
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MICHAEL BLAKE BOULEVARD
VARIABLE WIDTH PUBLIC RIGHT OF WAY
PLAT BOOK 83, PAGES 75-89
N87°58'12"W 369.65'
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SOUTHERLY LINE OF LOTS 2 AND 3 MITCHELL'S SURVEY OF
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LEVY GRANT, PLAT BOOK, 1 PAGE 5 AND OR THE
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0.581 AC
LOT 3
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1.132 AC
LOT 1
79,966 SQ.FT.
1.836 AC
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SEE DETAIL
LOT 5
72,373 SQ.FT.
1.661 AC
EXISTING RIGHT-OF-WAY
O.R. BOOK 1, 8943 PG.877
N87° 58' 43"W
N87° 49' 26"W 259.98'
N0
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15
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LOT 1, TUSKAWILLA,
D.R. MITCHELL'S SURVEY
OF THE LEVY GRANT
PLAT BOOK 1, PAGE 5
LOT 2, TUSKAWILLA,
D.R.MITCHELL'S SURVEY OF
D.S. THE LEVY GRANT
PLAT BOOK 1, PAGE 5
REMAINDER OF LOT 3,
TUSCAWILLA, D.R.
MITCHELL'S SURVEY OF
THE LEVY GRANT
PLAT BOOK 1, PAGE 5
"TRACT FD-4"
PLAT BOOK 83, PAGES 75-89.
47
2
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REMAINDER OF LOT 4,
TUSCAWILLA, D.R.
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D.R. MITCHELL'S SURVEY
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BOOK 1, PAGE 5
24.00' CROSS-ACCESS
EASEMENT
24.00'
(ABANDONED)
C.S.X TRANSPORTATION., INC
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SOUTHERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE BLVD.
PER OFFICIAL RECORD PLAT BOOK 83, PAGES 75-89.
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MICHAEL BLAKE BOULEVARD PER
O.R.BOOK 10181, PAGE 1010
MICHAEL BLAKE BOULEVARD
VARIABLE WIDTH PUBLIC RIGHT OF WAY
PLAT BOOK 83, PAGES 75-89
SOUTHERLY LINE OF LOTS 2 AND 3 MITCHELL'S SURVEY OF
T
H
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LEVY GRANT, PLAT BOOK, 1 PAGE 5 AND OR THE
NORTHERLY LINE OF 30' RIGHT OF WAY PER PLAT BOOK 1, PAGE 5VACATED PER OFFICIAL RECORD BOOK 1050, PAGE 401.
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PER O.R. BOOK 8150, PAGE 1049.
15
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LOT 1, TUSKAWILLA,
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OF THE LEVY GRANT
PLAT BOOK 1, PAGE 5
LOT 2, TUSKAWILLA,
D.R.MITCHELL'S SURVEY OF
D.S. THE LEVY GRANT
PLAT BOOK 1, PAGE 5
REMAINDER OF LOT 3,
TUSCAWILLA, D.R.
MITCHELL'S SURVEY OF
THE LEVY GRANT
PLAT BOOK 1, PAGE 5
"TRACT FD-4"
PLAT BOOK 83, PAGES 75-89.
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MITCHELL'S SURVEY
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PLAT BOOK 1, PAGE 5
PART OF LOT 8, BLOCK A
D.R. MITCHELL'S SURVEY
OF THE LEVY GRANT PLAT
BOOK 1, PAGE 5
(ABANDONED)
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ALL THAT PORTION OF AN UNNAMED RIGHT OF WAY, 30.00 FEET IN WIDTH, ADJACENT TO LOTS 1, 2, AND 4, TUSKAWILLA,
AND LOT 8, BLOCK A, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGIN AT THE INTERSECTION OF THE NORTHWESTERLY RIGHT-OF-WAY LINE OF MICHAEL BLAKE BOULEVARD, AS
RECORDED IN OFFICIAL RECORDS BOOK 10181, PAGE 1010, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA AND
THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF STATE ROAD 434, PER RIGHT OF WAY MAP SECTION 77070-2516; THENCE
ALONG THE NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID MICHAEL BLAKE BOULEVARD, THE FOLLOWING FOUR
COURSES: (1) SOUTH 50°22'25" WEST, A DISTANCE OF 153.21 FEET; (2) THENCE SOUTH 49°13'20" WEST, A DISTANCE OF 22.84
FEET, TO A POINT OF CURVATURE OF A NON-TANGENT CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 170.00 FEET, A
CENTRAL ANGLE OF 21°34'04" AND A CHORD DISTANCE OF 63.61 FEET WHICH BEARS SOUTH 68°52'38" WEST; (3) THENCE
SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, A DISTANCE OF 63.99 FEET, TO A POINT ON THE FORMER EAST RIGHT
OF WAY LINE OF CSX RAILROAD, SAID POINT BEING ON A NON-TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS
OF 3707.33 FEET, A CENTRAL ANGLE OF 00°03'47" AND A CHORD DISTANCE OF 4.09 FEET WHICH BEARS SOUTH 01°43'08" EAST;
(4) THENCE SOUTHERLY, ALONG SAID WEST LINE AND THE ARC OF A CURVE, A DISTANCE OF 4.09 FEET TO A POINT ON THE
NORTH LINE OF MICHAEL BLAKE BOULEVARD, AS RECORDED IN OFFICIAL RECORDS BOOK 8943, PAGE 877, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING THE POINT OF CURVATURE OF A NON-TANGENT CURVE
CONCAVE NORTHERLY, HAVING A RADIUS OF 151.67 FEET, A CENTRAL ANGLE OF 15°35'16”, AND A CHORD DISTANCE OF
41.14 FEET, WHICH BEARS SOUTH 83°10'40” WEST; THENCE WESTERLY, ALONG THE ARC OF SAID CURVE, A DISTANCE OF
41.26 FEET; THENCE CONTINUE ALONG SAID NORTHERLY RIGHT OF WAY LINE, NORTH 87°58'43” WEST, A DISTANCE OF 99.59
FEET, TO A POINT ON THE EAST RIGHT OF WAY LINE, 30.00 FEET IN WIDTH, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 5, OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA, SAID POINT BEING THE POINT OF BEGINNING; THENCE ALONG SAID EAST LINE, SOUTH 02°39'13” WEST,
A DISTANCE OF 12.36 FEET; THENCE DEPARTING SAID EAST LINE, NORTH 87°17'27” WEST, A DISTANCE OF 30.00 FEET, TO
SOUTHWEST CORNER OF THE AFORESAID RIGHT OF WAY, 30.00 FEET IN WIDTH; THENCE DEPARTING SAID SOUTHWEST
CORNER, NORTH 02°39'13" EAST, A DISTANCE OF 472.30 FEET ALONG THE WEST LINE OF THE AFORESAID RIGHT OF WAY,
30.00 FEET IN WIDTH, TO THE SOUTH LINE OF SAID RIGHT OF WAY; THENCE NORTH 87°59'01" WEST, A DISTANCE OF 265.97
FEET, ALONG SAID SOUTH RIGHT OF WAY LINE, TO A POINT ON THE EAST RIGHT OF WAY LINE OF GOLDENROD
ROAD(TUSKAWILLA ROAD); THENCE NORTH 19°56'30" EAST ALONG SAID EAST RIGHT OF WAY LINE OF GOLDENROD
ROAD(TUSKAWILLA ROAD), A DISTANCE OF 15.76 FEET, TO A POINT ON THE CENTERLINE OF SAID RIGHT OF WAY, 30.00 FEET
IN WIDTH; THENCE DEPARTING SAID EAST RIGHT OF WAY LINE OF GOLDENROD ROAD(TUSKAWILLA ROAD) SOUTH 87°59'01"
EAST, A DISTANCE OF 269.38 FEET; ; THENCE NORTH 02°00'59" EAST, A DISTANCE OF 15.00 FEET TO A POINT ON THE NORTH
LINE OF SAID RIGHT OF WAY, 30.00 FEET IN WIDTH, AND THE SOUTHEAST CORNER OF THE LANDS DESCRIBED IN OFFICIAL
RECORDS BOOK 8150, PAGE 1049; THENCE SOUTH 87°59'01" EAST, A DISTANCE OF 22.07 FEET TO THE NORTHEAST CORNER OF
SAID RIGHT OF WAY, 30.00 FEET IN WIDTH; THENCE SOUTH 02°39'13" WEST ALONG THE EAST LINE OF SAID RIGHT OF WAY,
30.00 FEET IN WIDTH, A DISTANCE OF 490.30 FEET, TO THE POINT OF BEGINNING.
CONTAINING 18,909 SQUARE FEET OR 0.434 ACRES.
133
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PUBLIC HEARINGS AGENDA ITEM 403
PLANNING AND ZONING BOARD/LOCAL PLANNING AGENCY AGENDA |
JUNE 5, 2025 REGULAR MEETING
TITLE
First Reading of Ordinance 2025-05, to assign the General Commercial Zoning District
to one (1) parcel of land located at 1333 N US HWY 17-92
SUMMARY
The privately owned property generally located at 1333 N US HWY 17-92 was
voluntarily annexed into the City by Ordinance 2023-02. Ordinance 2025-05
proposes to assign General Commercial Zoning to the subject property. The
applicant intends continued utilization of the property for the storage of
automobiles for sale/ auction. The proposed General Commercial Zoning
District meets the analysis requirements addressed in the staff report as it
aligns with the prevailing character of the immediate surrounding properties
as well as future goals and objectives of the City.
FUNDING SOURCE
RECOMMENDATION
Staff recommends that the Planning and Zoning Board recommend approval of the
First Reading of Ordinance 2025-05 to assign the General Commercial Zoning District
to property generally located at 1333 N US HWY 17-92.
159
TITLE
1333 N US Hwy 17-92 | Rezoning
SUMMARY/UPDATE
The Community Development Department requests that the City Commission hold a
Public Hearing to consider Ordinance 2025-05 for the rezoning of four parcels totaling
±9.82 acres located on the east side of U.S. Hwy 17-92 north of Shepard Rd. from Seminole
County “M-1” to City of Winter Springs “C-2” and the accompanying Development
Agreement.
General Information
Applicant James G. Willard, Esq.
Property Owner(s) Florida Auto Auction Properties, LLC
Location East side of U.S. Hwy 17-92 north of Shepard Rd.
Tract Size ±9.82 acres
Parcel ID Number 28-20-30-501-0000-0100, 28-20-30-501-0000-010A,
28-20-30-501-0000-010B, and 28-20-30-501-0000-
013A
Zoning Designation Seminole County M-1
FLUM Designation Seminole County Industrial
Adjacent Land Use North: Conservation
East: FDOT Stormwater
Pond
South: Sprague Electric Co.
West: U.S. Hwy 17-92
Development
Permits
None
Development
Agreement
Pending
Code Enforcement None
City Liens None
PUBLIC HEARINGS AGENDA
PLANNING & ZONING BOARD
June 05, 2025 | REGULAR MEETING
160
PUBLIC HEARINGS AGENDA | THURSDAY,JUNE 05, 2025 | PAGE 2 OF 6
Request:
The applicant has initiated a Rezoning for the subject property, located east side of U.S.
Hwy 17-92 north of Shepard Rd. Ordinance 2025-05 proposes to rezone the property from
Seminole County “M-1” to the City of Winter Springs “C-2”.
Background Data:
The subject site is comprised of four (4) parcels totaling 9.82 acres. Historically, General
Dynamics Corporation or its affiliates manufactured printed circuit boards and other
electronic equipment at this property from the mid-1960s to the early 1980s. The structures
which were previously on the site have been demolished. As discussed during the
annexation process, the property is an EPA Superfund site and is undergoing a
remediation process for groundwater contamination. As also discussed during the
annexation process, the EPA has identified the responsible party as Raytheon
Technologies, and the City bears no responsibility for the remediation. Changing the
zoning designation of the property create any liability on the City’s part.
The subject property was annexed into the City of Winter Springs via Ordinance No. 2023-
02, recorded in the Official Records of Seminole County, Florida, at Official Record Book
10470 Pages 1624-1628.
Public Notices:
Public Hearing Notices were mailed to all owners of real property adjacent to and within
approximately five-hundred (500) feet of the subject property and to all Homeowner’s
Associations on file with the City Winter Springs and located within one-half (1/2) mile of
the subject property (21notices) on May 23, 2025. As required by Florida Statute, a 10-day
newspaper advertisement in the Orlando Sentinel was published on May 26, 2025.
Rezoning Analysis:
The following criteria is set forth by City of Winter Springs Code of Ordinances Section 20-
31(d) which has been analyzed by staff to form a recommendation:
Rezoning Criteria & Analysis
1. The proposed rezoning change is in compliance with all procedural
requirements established by the City Code and law;
Analysis:
The proposed rezoning is in compliance with all procedural requirements
established by the City Code and by law. Requirements for advertising the
land use action have been met.
2. The proposed rezoning change is consistent with the City's
Comprehensive Plan including, but not limited to, the Future Land Use
Map and the proposed change would not have an adverse effect on the
Comprehensive Plan;
Analysis:
161
PUBLIC HEARINGS AGENDA | THURSDAY,JUNE 05, 2025 | PAGE 3 OF 6
The proposed rezoning change is consistent with the City’s proposed
Comprehensive Plan Amendment as detailed in Ordinance 2025-05,
which includes a Future Land Use designation of Commercial, and the
proposed change will not have an adverse effect on the Comprehensive
Plan.
3. The proposed rezoning change is consistent with any Master Plan
applicable to the property;
Analysis:
Not applicable.
4. The proposed rezoning change is not contrary to the land use pattern
established by the City's Comprehensive Plan;
Analysis:
The proposed rezoning from Seminole County “M-1” to the City of Winter
Springs “C-2” is appropriate and compatible with the land use pattern
established by the City’s Comprehensive Plan. Surrounding properties
adjacent to the subject property have compatible Future Land Use and
Zoning designations. The properties located directly south of the subject
property are also designated C-2. Examples of Seminole County “M-1”
Zoning permitted uses that are not permitted in City of Winter Springs “C-
2” zoning include, but are not limited to, bottling and distribution plants,
auto wrecking lots, incineration of organic materials, and laundry and dry
cleaning plants.
5. The proposed rezoning change would not create a spot zone prohibited
by law;
Analysis:
The proposed zoning designation is compatible with the surrounding area
and does not create a spot zone as surrounding properties are also zoned
C-2.
6. The proposed rezoning change would not materially alter the population
density pattern in a manner that would overtax the load on public facilities
and services such as schools, utilities, streets, and other municipal services
and infrastructure;
Analysis:
The proposed rezoning does not alter the population density pattern and
will not negatively contribute to public facilities and services as the
property will not be used for residential purposes. In addition, the City’s
public facilities will not be overloaded as the property use shall be limited
as provided in the Development Agreement.
7. The proposed rezoning would not result in existing zoning district
boundaries that are illogically drawn in relation to existing conditions on
the property and the surrounding area and the land use pattern
established by the city's comprehensive plan;
162
PUBLIC HEARINGS AGENDA | THURSDAY,JUNE 05, 2025 | PAGE 4 OF 6
Analysis:
The proposed rezoning does not result in existing zoning district
boundaries that are illogically drawn due to the surrounding zoning
designations.
8. Changed or changing conditions make the proposed rezoning necessary
for the city to serve the population and economic activities;
Analysis:
As stated above, the property was annexed via Ordinance 2023-02 into the
City of Winter Springs. It is appropriate for the property to be rezoned from
a Seminole County zoning designation to adopt a City zoning designation
in conjunction with the Small-Scale Future Land Use Map Amendment.
9. The proposed rezoning change will not seriously reduce light or air to
adjacent areas;
Analysis:
The proposed zoning change will not reduce light or air to adjacent areas.
10. Should the city be presented with competent substantial evidence
indicating that property values will be adversely affected by the proposed
rezoning, the applicant must demonstrate that the proposed rezoning
change will not adversely affect property values in the surrounding area;
Analysis:
The proposed zoning designation has been determined by evaluating the
prevailing character of the area around the subject property. The proposed
rezoning is not anticipated to have an adverse effect on property values in
the surrounding area.
11. The proposed rezoning will not be a substantial detriment to the future
improvement or development of vacant adjacent property;
Analysis:
The intent in the zoning of the property is to apply a zoning classification
for the subject property that is consistent and compatible with the
surrounding land uses. The proposed rezoning is not anticipated to have a
detrimental impact on the improvement or development of vacant
adjacent property.
12. The proposed rezoning will not constitute a grant of special privilege to an
individual owner as contrasted with the public welfare and legitimate
government interests;
Analysis:
The proposed rezoning does not constitute a grant of privilege to an
individual owner as contrasted with the public welfare.
13. The proposed rezoning change and allowed uses, intensity, and density
are compatible with and not out of scale or incompatible with the
surrounding existing development and needs of the neighborhood or the
city;
163
PUBLIC HEARINGS AGENDA | THURSDAY,JUNE 05, 2025 | PAGE 5 OF 6
Analysis:
The proposed rezoning change is compatible with the surrounding
neighborhood for the reasons described above. The use for automobile
parking to serve the auction house is not anticipated to negatively affect
surrounding existing development along US 17-92.
14. The proposed rezoning does not violate any applicable land use
regulations adopted by the city.
Analysis:
The proposed rezoning does not violate any applicable land use
regulations adopted by the City.
18. Whether the applicant has agreed to execute a binding development
agreement required by city to incorporate the terms and conditions of
approval deemed necessary by the city commission including, but not
limited to, any mitigative techniques and plans required by City Code.
Analysis:
The applicant has agreed to execute a binding development agreement
that includes a Land Use Plan limiting the use of the property as shown in
the Plan and outlining the limits of the parking area on the property. The
property is already developed with a parking lot and no speculative
rezoning shall occur as a result of this application.
Applicable Law, Public Policy, and Events:
- State of Florida Statues
o Sections 163.2511-163.3246: Growth Policy; County and Municipal Planning;
Land Development Regulation (Provides that development regulations for
municipal planning must be consistent with the Comprehensive Plan).
o Section 166.041: Procedures for adoption of ordinances and resolutions.
- Code of Ordinances of the City of Winter Springs
o Chapter 15, Article 3 – Comprehensive Plan Amendments
o Section 20-31. - Rezoning
- Comprehensive Plan of the City of Winter Springs
Procedural History:
Procedural History:
July 10, 2023 Annexation approved by City Commission
June 05, 2025 Planning & Zoning Board | Recommendation of
Approval on Future Land Use Amendment
June 23, 2025 City Commission | Hearing on Future Land Use
Amendment
164
PUBLIC HEARINGS AGENDA | THURSDAY,JUNE 05, 2025 | PAGE 6 OF 6
Recommendation:
Staff recommends that the City Commission adopt Ordinance 2025-05 to rezone the
subject property from Seminole County “M-1” to City “C-2”, subject to execution of the
Development Agreement as attached.
Attachments:
1. Current Zoning Map
2. Proposed Zoning Map
3. Development Agreement
165
City of Winter Springs
Ordinance No. 2025-05
Page 1 of 5
ORDINANCE NO. 2025-05
ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS, SEMINOLE COUNTY, FLORIDA, RELATING TO THE
ZONING MAP DESIGNATION OF FOUR (4) PARCELS OF REAL
PROPERTY WITHIN THE CITY OF WINTER SPRINGS TOTALING
APPROXIMATELY 9.82 ACRES, MORE OR LESS, GENERALLY
LOCATED EAST OF US HIGHWAY 17-92 AND NORTHEAST OF THE
INTERSECTION OF SHEPARD ROAD AND HIGHWAY 17-92, SAID
PARCELS BEING MORE PARTICULARLY DEPICTED AND LEGALLY
DESCRIBED ON EXHIBIT “A” ATTACHED HERETO; CHANGING THE
ZONING MAP DESIGNATION OF THE PARCELS FROM COUNTY “M-
1” TO CITY “GENERAL COMMERCIAL DISTRICT” (C-2); PROVIDING
THE REPEAL OF PRIOR INCONSISTENT ORDINANCES AND
RESOLUTIONS, SEVERABILITY, AND AN EFFECTIVE DATE.
WHEREAS, the City is granted the authority, under § 2(b), Art. VIII of the State
Constitution, to exercise any power for municipal purposes except when expressly prohibited by
law; and
WHEREAS, on July 10, 2023, the City Commission adopted Ordinance Number 2023-
02, which is recorded in the Official Records of Seminole County, Florida, at Book 10470, Page
1624, and which annexed the subject property into the City of Winter Springs; and
WHEREAS, the City is granted the authority, under § 2(b), Art. VIII of the State
Constitution, to exercise any power for municipal purposes except when expressly prohibited by
law; and
WHEREAS, the Planning and Zoning Board and City Staff of the City of Winter Springs
recommended approval of this Ordinance at their March 06, 2025 meeting; and
WHEREAS, the City Commission of the City of Winter Springs held two duly noticed
public hearings on the proposed zoning change set forth hereunder and considered findings and
advice of staff, citizens, and all interested parties submitting written and oral comments and
supporting data and analysis, and after complete deliberation, hereby finds the change consistent
with the City of Winter Springs Comprehensive Plan and that sufficient, competent, and substantial
evidence supports the zoning change set forth hereunder; and
WHEREAS, the City Commission hereby finds that this Ordinance serves a legitimate
government purpose and is in the best interests of the public health, safety, and welfare of the
citizens of the City of Winter Springs, Florida.
NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER
SPRINGS HEREBY ORDAINS, AS FOLLOWS:
166
City of Winter Springs
Ordinance No. 2025-05
Page 2 of 5
Section 1. Recitals. The foregoing recitals are true and correct and are fully
incorporated herein by this reference.
Section 2. Zoning Map Amendment. That the official Zoning Map of the City of
Winter Springs, as described in the City of Winter Springs Code Section 20-102, is hereby
amended to include a change of classification for the property legally described and depicted on
Exhibit “A” from County “M-1” to City “General Commercial District” (C-2).
Exhibit “A” is attached hereto and fully incorporated herein by this reference.
Section 3. Staff Instructions. City Staff is hereby directed to promptly amend the
City’s Official Zoning Map upon the effective date of this Ordinance. In addition, upon adoption
and full execution of this Ordinance by the City Commission, the City Clerk is hereby directed to
record this Ordinance in the Official Records of Seminole County, Florida. This Ordinance shall
run with the land.
Section 4. Repeal of Prior Inconsistent Ordinances and Resolutions. All
prior inconsistent ordinances and resolutions adopted by the City Commission, or parts of
ordinances and resolutions in conflict herewith, are hereby repealed to the extent of the conflict.
Section 5. Severability. If any section, subsection, sentence, clause, phrase, word, or
provision of this Ordinance is for any reason held invalid or unconstitutional by any court of
competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall
be deemed a separate, distinct, and independent provision, and such holding shall not affect the
validity of the remaining portions of this Ordinance.
Section 6. Effective Date. This Ordinance shall become effective immediately
upon the effective date of Ordinance No. 2025-04 as adopted by the City Commission of the City
of Winter Springs, Florida, and pursuant to the City Charter. If Ordinance No. 2025-04 does not
become effective, then this Ordinance shall become null and void.
ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular
meeting assembled on this _________ day of _______________________, 2025.
____________________________________
Kevin McCann, Mayor
ATTEST:
_________________________________
Christian Gowan, City Clerk
Approved as to legal form and sufficiency for
167
City of Winter Springs
Ordinance No. 2025-05
Page 3 of 5
the City of Winter Springs only:
_________________________________
Anthony A. Garganese, City Attorney
Legal Ad: ___________________________
First Reading: ___________________________
Legal Ad: ___________________________
Second Reading: ___________________________
Effective Date: ___________________________
168
City of Winter Springs
Ordinance No. 2025-05
Page 4 of 5
EXHIBIT “A”
LEGAL DESCRIPTION AND DEPICTION OF PROPERTY
Legal Description:
169
City of Winter Springs
Ordinance No. 2025-05
Page 5 of 5
Depiction:
170
Current Zoning
171
Proposed Zoning
172
Development Agreement
Florida Auto Auctions
Page 1 of 11
THIS INSTRUMENT WAS PREPARED BY
AND SHOULD BE RETURNED TO:
Anthony A. Garganese
City Attorney of Winter Springs
Garganese, Weiss, D'Agresta & Salzman, P.A.
111 N. Orange Avenue, Suite 2000
Orlando, FL 32802
(407) 425-9566
DEVELOPMENT AGREEMENT
Florida Auto Auction
Future Land Use Amendment and Rezoning
THIS DEVELOPMENT AGREEMENT (“Agreement”) is made and executed
this _____ day of __________________________, 2025, by and between the CITY OF
WINTER SPRINGS, A Florida municipal corporation with a principal address at 1126 E. SR
434, Winter Springs, Florida 32708 (“City”), and FLORIDA AUTO AUCTION
PROPERTIES, LLC, a Florida Limited Liability Company with a principal address at 2800N.
U.S. HWY 17-92, Longwood, Florida 32750 (“Developer”).
WITNESSETH:
WHEREAS, the Developer is the owner of approximately 9.82 acres, more or less, of real
property generally located on the East side of U.S. HWY 17-92, northeast of the intersection of
Shepard Road and U.S. HWY 17-92 in Winter Springs, Seminole County, Florida, more
particularly described herein (the “Property”); and
WHEREAS, on July 10, 2023, the City Commission adopted Ordinance No. 2023-02,
which is recorded in the Official Records of Seminole County, Florida, at Book 10470, Pages
1624-1628, and which annexed the subject Property into the City of Winter Springs; and
WHEREAS, the subject Property is the site of a United States Environmental Protection
Agency (“EPA”) superfund site, and the EPA has determined that the responsible party is
Raytheon Technologies, thus the City bears no responsibility or liability for any contamination on
the Property or for the remediation thereof; and
WHEREAS, the Developers desire to amend the Future Land Use designation of the
Property from County “Industrial” to City “Commercial” and to amend the official zoning map
FOR RECORDING DEPARTMENT USE ONLY
173
Development Agreement
Florida Auto Auctions
Page 2 of 11
designation of the Property from County “Industrial (M-1),” to City “General Commercial (C-2),”
for the purpose of developing a surface parking lot for the storage of automobiles to serve the
auction business located on a separate property; and
WHEREAS, the City Commission desires to approve the Developer’s request to change
the Future Land Use designation and rezone the Property, subject to the conditions in this
Agreement; and
WHEREAS, Section 20-31 of the City Code provides that the speculative rezoning of land
is very disfavored by the City and, in conjunction with a rezoning application, the Developer shall
be required to fully disclose any proposed new development project that will be pursued if the
proposed rezoning request is approved; and
WHEREAS, in compliance with the City Code, the Developer has included a general land
use plan, as described further herein, which shall be deemed to be binding on the Property, and the
change of zoning shall be deemed to have been granted in reliance on said land use plan; and
WHEREAS, this Development Agreement shall be recorded in the Official Records of
Seminole County, Florida, against the Property so that the terms and conditions of approval herein
shall run with the land.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained
herein, the parties mutually agree as follows:
1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated
herein by this reference.
2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home
Rule Powers Act.
3.0 The Property. The real property subject to this Agreement comprises four tax
parcels with identification numbers 28-20-30-501-0000-0100, 28-20-30-501-0000-010A, 28-20-
30-501-0000-010B, and 28-20-30-501-0000-013A. The Property is legally described in Exhibit
A, which is attached hereto and fully incorporated herein by this reference.
4.0 Project Description and Requirements. The Developer agrees that the Property shall
be developed and used as a surface parking lot for the storage of automobiles to serve the
Developer’s auction business located on property that is within two miles of the subject Property
(the “Project”). The Project shall be subject to the conditions outlined in this Agreement.
5.0 Land Use Plan. The Project shall be substantially developed in accordance with the
survey plan which is attached hereto as Exhibit B and incorporated herein by this reference (“Land
Use Plan”). The Land Use Plan is intended to be the general blueprint which details key aspects
of the future physical development of the Property. The Land Use Plan shall also serve as a
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necessary guide for future permit applications which may be necessary to complete the
construction of the Project.
6.0 Omitted.
7.0 Future Permitting. Not applicable.
8.0 Representations of the Parties. The City and Developers hereby each represent and
warrant to the other that they have the power and authority to execute, deliver and perform the
terms and provisions of this Agreement and have taken all necessary action to authorize the
execution, delivery and performance of this Agreement. This Agreement will, when duly executed
and delivered by the City and Developers, constitute a legal, valid and binding obligation
enforceable against the parties hereto. Upon the recording of this Agreement in the Public Records
of Seminole County, Florida, the Agreement shall be a binding obligation upon the Property in
accordance with the terms and conditions of this Agreement. Developers represent that they have
voluntarily and willfully executed this Agreement for purposes of binding themselves and the
Property to the terms and conditions set forth in this Agreement.
9.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall
inure to the benefit of the City and Developers and their respective successors and assigns. The
terms and conditions of this Agreement similarly shall be binding upon the Property and shall run
with title to the same upon being duly recorded against the Property by the City.
10.0 Applicable Law; Venue. This Agreement shall be governed by and construed in
accordance with the laws of the State of Florida. The venue of any litigation arising out of this
Agreement shall be in Seminole County, Florida or, for federal court actions, in Orlando, Florida.
11.0 Amendments. This Agreement shall not be modified or amended except by written
agreement duly executed by both parties hereto (or their successors or assigns) and approved by
the City Commission.
12.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersede
any other agreement, oral or written, regarding the Property and contain the entire agreement
between the City and Developers as to the subject matter hereof. The Exhibits attached hereto and
referenced herein are hereby fully incorporated herein by this reference.
13.0 Severability. If any provision of this Agreement shall be held to be invalid or
unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any
respect the validity or enforceability of the remainder of this Agreement.
14.0 Effective Date. This Agreement shall become effective upon approval by the City
Commission and execution of this Agreement by both parties hereto.
15.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded in the
Public Records of Seminole County, Florida by the City.
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16.0 Relationship of the Parties. The relationship of the parties to this Agreement is
contractual and Developers are independent contractors and not agents of the City. Nothing herein
shall be deemed to create a joint venture or principal-agent relationship between the parties, and
neither party is authorized to, nor shall either party act toward third persons or the public in any
manner, which would indicate any such relationship with the other.
17.0 Sovereign Immunity. Notwithstanding any other provision set forth in this Agreement,
nothing contained in this Agreement shall be construed as a waiver of the City’s right to sovereign
immunity under section 768.28, Florida Statutes, or other limitations imposed on the City’s
potential liability under state or federal law. As such, the City shall not be liable under this
Agreement for punitive damages or interest for the period before judgment. Further, the City shall
not be liable for any claim or judgment, or portion thereof, to any one person for more than two
hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when
totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising
out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars
($300,000.00).
18.0 City's Police Power. Developers agree and acknowledge that the City hereby reserves all
police powers granted to the City by law. In no way shall this Agreement be construed as the City
bargaining away or surrendering its police powers.
19.0 Interpretation. The parties hereby agree and acknowledge that they have both
participated equally in the drafting of this Agreement and no party shall be favored or disfavored
regarding the interpretation to this Agreement in the event of a dispute between the parties.
20.0 Third-Party Rights. This Agreement is not a third-party beneficiary contract and shall
not in any way whatsoever create any rights on behalf of any third party.
21.0 Specific Performance. Strict compliance shall be required with each and every provision
of this Agreement. The parties agree that failure to perform the obligations provided by this
Agreement shall result in irreparable damage and that specific performance of these obligations
may be obtained by a suit in equity.
22.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this
Agreement, each party shall be responsible for their own attorney’s fees and costs.
23.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any
development permit applications or requests subsequent to the effective date of this Agreement.
The failure of this Agreement to address any particular City, County, State and/or Federal permit,
condition, term or restriction shall not relieve Developers or the City of the necessity of complying
with the law governing said permitting requirement, condition, term or restriction. Without
imposing any limitation on the City’s police powers, the City reserves the right to withhold,
suspend or terminate any and all certificates of occupancy for any building, trailer, structure or
unit if Developers are in breach of any term or condition of this Agreement.
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24.0 Default. Failure by either party to perform each and every one of its obligations
hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever remedies
are available to it under Florida law or equity including, without limitation, termination of this
Agreement or an action for specific performance and/or injunctive relief. In addition, Developers
specifically acknowledge and agree that violations of this Agreement will also constitute a
violation of the Zoning Ordinances of the City, and this Agreement may be enforced in the manner
of zoning code violations pursuant to the City Code. Prior to any party filing any court action as
a result of a default under this Agreement, the non-defaulting party shall first provide the defaulting
party with written notice of said default. Upon receipt of said notice, the defaulting party shall be
provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of
the non-defaulting party prior to filing said action.
25.0 Termination. The City shall have the right, but not obligation, to terminate the Agreement
if Developers permanently abandon construction of the Project, provided, however, the City shall
first deliver written notice and an opportunity to cure to the defaulting party as set forth in Section
24.0 above. If the City terminates this Agreement, the City shall record a notice of termination
against the Property in the public records of Seminole County, Florida. Upon termination for any
reason, the City may elect to initiate a Future Land Use designation amendment and rezoning of
the Property, the advertising and noticing costs of which shall be borne by the Developers. In that
circumstance, the Developers hereby waive the right to object to, contest, or support others in
objecting to or contesting the City’s efforts to initiate such Future Land Use designation
amendment and rezoning of the Property.
26.0 Indemnification and Hold Harmless. Developers shall be solely responsible for
designing, permitting, constructing, operating and maintaining this Project. As such, Developers
hereby agree to indemnify, release, and hold harmless the City and its commissioners, employees
and attorneys from and against all claims, losses, damages, personal injuries (including, but not
limited to, death), or liability (including reasonable attorney’s fees and costs through all appellate
proceedings), directly or indirectly arising from, out of, or caused by Developer and Developer’s
contractor’s and subcontractor’s performance of design, permit and construction activities in
furtherance of constructing the Project under this Agreement and the operation and maintenance
of the Project thereafter. This indemnification shall survive the termination of this Agreement.
27.0 Force Majeure. The parties agree that in the event that the failure by either party
to accomplish any action required hereunder within a specified time period (“Time Period”)
constitutes a default under the terms of this Agreement and, if any such failure is due to acts of
God, acts of government authority (other than the City’s own acts), acts of public enemy or war,
riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court
proceedings beyond the control of such party, or severe adverse weather conditions (“Force
Majeure Event”), then, notwithstanding any provision of this Agreement to the contrary, that
failure shall not constitute a default under this Agreement and any Time Period proscribed
hereunder shall be extended by the amount of time that such party was unable to perform solely
due to the Force Majeure Event. The extended Time Period shall be agreed to in writing by the
parties and said agreement shall not be unreasonably withheld by either party. The City Manager
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shall have the authority to grant an extended Time Period. An extension of any Time Period for
reasons of a Force Majeure Event shall be requested solely as provided in this Section. Developer
hereby waives and relinquishes the right to notify the City of the intent to exercise the tolling and
extension of any permit related to the Project, including Time Periods under this Agreement,
development orders, and building permits, available under Section 252.363, Florida Statutes, as
the result of a declaration of a state of emergency issued by the Governor for a natural emergency.
28.0 Notice. Whenever either party desires to give notice to the other, notice shall be sent by
hand delivery or certified mail, return receipt requested, and shall be sent to:
For the City:
Attn: Kevin Sweet, City Manager
City of Winter Springs
1126 East S.R. 434
Winter Springs, Florida 32708
For the Developer:
Florida Auto Auction Properties, LLC
Attn: Josh Lorenz, General Manager
Address: 2800 N US 17 92
Longwood, Florida 32750
Email: jlorenz@orlandolongwoodaa.com
Either party may freely modify their respective contact person and address contained in this
Paragraph by providing written notice of the modification to the other party. Any Notice given as
provided herein shall be deemed received as follows: if delivered by personal service, on the date
so delivered; and if mailed, on the third business day after mailing.
29.0 Assignment. Prior to completing the construction of the Project and reaching final build-
out of the Project, Developers shall not assign this Agreement without the prior written consent of
the City. Such assignment shall also require the written approval of the City by amendment to this
Agreement, which shall not require a public hearing and shall not be unreasonably withheld.
However, Developers shall be entitled to assign their rights and obligations under this Agreement
to a parent, subsidiary, or affiliated entity in which Developers or their members are members or
interest holders without City consent, provided that the City is given notice of such assignment in
accordance with Section 28.0 herein. Any assignment authorized by this subparagraph shall
require the assignee to be a formal signatory to this Agreement and fully assume all of Developer’s
obligations, commitments, representations, and warranties under this Agreement. In any
assignment, the rights and obligations contained herein shall be binding on successors in interest
to the Property, and the terms and conditions of this Agreement shall bind and inure to the benefit
of the parties hereto and any respective successors and assigns.
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IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date
first above written.
CITY OF WINTER SPRINGS
____________________________________
Kevin McCann, Mayor
Date: _______________________________
ATTEST:
________________________________ CITY SEAL
Christian Gowan, City Clerk
Approved as to form and legality for
the City of Winter Springs only:
_________________________________
Anthony A. Garganese, City Attorney
Date: ____________________________
STATE OF FLORIDA
COUNTY OF
SEMINOLE
The foregoing instrument was acknowledged before me by means of (___) physical presence or
(___) online notarization, this ____ day of _____________, 2025, by Kevin McCann, Mayor of
THE CITY OF WINTER SPRINGS, FLORIDA, a municipal corporation, on behalf of the
corporation. He is personally known to me or has produced __________ as identification.
(NOTARY SEAL)
_______________________________________________________________
(Notary Public Signature)
(Print Name) Notary Public, State of
Commission No.:
My Commission Expires: ________________
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Signed, sealed and delivered in the
presence of the following witnesses:
Signature of Witness
Printed Name of Witness
_____________________________________________
Address of Witness
Signature of Witness
Printed Name of Witness
_____________________________________________
Address of Witness
FLORIDA AUTO AUCTION PROPERTIES,
LLC,
a Florida Limited Liability Company
Print name and title: ________________________
Date: _______________
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me by means of (___) physical
presence or (___) online notarization, this ______ day of ___________, 2025,
by____________________, the __________________ of Florida Auto Auction Properties, LLC.
He/she is personally known to me or produced ___________________ as identification.
(NOTARY SEAL)
(Notary Public Signature)
(Print Name) Notary Public, State of
Commission No.:
My Commission Expires:
DEVELOPERS ARE HEREBY ADVISED THAT SHOULD DEVELOPERS FAIL TO
FULLY EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN
THIRTY (30) DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES
THIS AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT
APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED
NULL AND VOID.
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EXHIBIT A
Legal Description of the Property
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EXHIBIT B
Land Use Plan
183
Published Daily in
Orange, Seminole, Lake, Osceola & Volusia Counties, Florida
Sold To:
City Of Winter Springs - CU00116922
1126 E State Road 434
Winter Springs, FL 32708-2715
Bill To:
City Of Winter Springs - CU00116922
1126 E State Road 434
Winter Springs, FL 32708-2715
State Of Florida
County Of Orange
Before the undersigned authority personally
appeared
Rose Williams, who on oath says that he or
she is a duly authorized representative of the
ORLANDO SENTINEL, a DAILY
newspaper published in ORANGE County,
Florida; that the attached copy of
advertisement, being a Legal Notice in:
The matter of 11150-Public Hearing Notice
Was published in said newspaper by print in
the issues of, or by publication on the
newspaper¶s website, if authorized on May
26, 2025.
Affiant further says that the newspaper
complies with all legal requirements for
publication in Chapter 50, Florida Statutes.
Rose Williams
Sworn to and subscribed before me on this 27 day of May, 2025,
by above Affiant, who is personally known to me (X) or who has produced identification ( ).
Signature of Affiant Name of Affiant
Signature of Notary Public
Name of Notary, Typed, Printed, or Stamped
7819429
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7819429
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