HomeMy WebLinkAbout2025 06 23 Public Hearing 404 - Sea Hawk Cove ExtensionPUBLIC HEARINGS AGENDA ITEM 404
CITY COMMISSION AGENDA | JUNE 23, 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 City Commission 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
On June 5, the Planning and Zoning Board held a public hearing and recommends that
the City Commission approve the Site/Final Engineering, Final Plat, Waivers, Removal
of Three (3) Specimen Trees, and Development Agreement, subject to the following
conditions of approval:
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.
6. Address all comments in the Surveyor’s report within 30 days of City
Commission approval.
7. Preservation of the 52” specimen oak tree at the corner of SR 434 and Michael
Blake Blvd.
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347
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 City Commission
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
CITY COMMISSION
MONDAY JUNE 23, 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. 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:
Not applicable for this project as a traffic study was not required.
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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 a nalyzed 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:
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(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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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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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
On June 5, the Planning and Zoning Board held a public hearing and recommends
that the City Commission approve the Site/Final Engineering, Final Plat, Waivers,
Removal of Three (3) Specimen Trees, and Development Agreement, subject to the
following conditions of approval:
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.
6. Address all comments in the Surveyor’s report within 30 days of City
Commission approval.
7. Preservation of the 52” specimen oak tree at the corner of SR 434 and
Michael Blake Blvd.
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”- Sea Hawk Cove Development Agreement
Exhibit “7”- Application for Final Engineering and Development Plan
Exhibit “8”- Application for Tree Removal
360
P U B L I C H E A R I N G S A G E N D A I T E M | M O N D A Y , J U N E 23, 2 0 2 5 | P A G E 14 OF 14
Exhibit “9”- Application for Final Plat
Exhibit “10”-Surveyor’s Comments
361
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.
TU
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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 OF
2.5 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 UTILITIES
CONSTRUCTION.
3.SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
8" PVC SDR35 PER ASTM D3034, FOR PIPES LESS THAN 10' DEEP
8" PVC SDR26 PER ASTM D3034, FOR PIPES MORE THAN 10' DEEP
6" PVC SDR35 PER ASTM D3034
DUCTILE IRON PIPE PER AWWA C150
4.WATER LINES SHALL BE AS FOLLOWS, UNLESS OTHERWISE DEPICTED ON PLANS:
6" AND LARGER, PVC C-900 PER ASTM D2241
CLASS 200 UNDER PUBLIC ROADS, OTHERWISE CLASS 150
6" AND LARGER DUCTILE IRON PIPE PER AWWA C150
SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22
OR 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 SPRINGS
PUBLIC WORKS BEFORE BACKFILLING.
8.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT
ELEVATIONS, 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 IN
FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. THE EXISTING SANITARY SEWER SIZE, LOCATION, AND
ELEVATION 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 SERVICE
COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL
CONNECTION OF SERVICES.
12.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
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 GAS
LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL
JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL
RESTRAINED JOINTS AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS
OF 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 SERVICES
THAT ARE TO BE REMOVED.
17.WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING LAND CLEARING AND/OR GRADING OF
THE SITE THE ROOTS MUST BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. CONTRACTOR SHALL
MINIMIZE DAMAGE TO TREE ROOT SYSTEM.
18.A MINIMUM OF 5 FT SEPARATION SHALL BE PROVIDED BETWEEN THE UNDERGROUND UTILITIES AND ANY
PROPOSED LARGE CANOPY TREES.
19.PRIVATE DEDICATED UNDERGROUND FIRE MAINS AND FIRE HYDRANTS MUST BE INSTALLED BY A LICENSED
FIRE CONTRACTOR CLASS I, II, III, IV. COMBINATION FIRE MAINS (SHARED DOMESTIC AND FIRE PROTECTION
SERVICE) AND FIRE HYDRANTS UP TO THE DEDICATED FIRE PROTECTION SYSTEM "POINT OF SERVICE" CAN
BE INSTALLED BY A LICENSED UNDERGROUND UTILITY /EXCAVATION CONTRACTOR, GENERAL
CONTRACTOR, OR PLUMBING CONTRACTOR.
20.UNDERGROUND FIRE MAINS WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 24-2025
EDITION. STANDARDS FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR
APPURTENANCES.
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
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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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57.2'50.5'
14
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6"TREE6"TREE
6"TREE
6"TREE8"TREE
8"TREE
6"TREE
8"TREE
8"TREE
8"TREE
6"
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16"PALM
12"PALM
8"OAK
8"OAK
12-2"OAK 14"PALM
16"PALM
18"PALM
18"PALM
44"LIVE OAK16"PALM
12"PALM
16"PALM
16"PALM
16"PALM
18"PALM
18"PALM
18"PALM
18"PALM
16"PALM
18"PALM
16"PINE
18"PALM
16"PALM
18"PALM
16"PALM
19"PALM
16"PALM
18"PALM
12"OAK
52"LIVE OAK
7"TREE
7"TREE
19"PALM
20"PINE
10"OAK
12"OAK
10"TREE
18"LIVE OAK
8"OAK
10"OAK 16"PALM24"LIVE OAK18"OAK
14"PALM
14"PALM 18"PALM
16"PALM
8"OAK
14"PALM
14"PALM18"OAK
18"PALM
14"PALM18"PALM
16"PALM
14"OAK
14"PALM
10"OAK
10"OAK10"OAK
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16"PALM
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12"PALM
10"OAK10"OAK
6"OAK
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12"OAK
8"OAK
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21"PINE 12"OAK
16"PINE
6"OAK
12"OAK
18"OAK
8"OAK
14"OAK8"OAK
10"OAK14"OAK
14"OAK 6"OAK
10"OAK
14"PALM
6"OAK8"OAK
8"OAK 6"OAK
12"OAK
16"PALM
18"PALM
21"PINE
16"PALM
18"OAK
18"OAK
14"OAK
8"OAK
8"OAK
18"OAK
10"OAK
8"OAK
12"OAK
10"OAK
8"OAK
6"OAK
18"PALM
16"OAK12"OAK16"PALM
16"PALM
8"OAK 8"OAK 8"OAK
10"OAK 18"OAK
14"OAK17"OAK6"OAK16"OAK
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6"OAK10"OAK
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6"OAK
6"OAK
6"OAK
6"OAK
8"OAK
22"PINE
6"OAK
8"OAK8"OAK16"OAK
16"OAK
12"OAK12"PALM
6"OAK
6"OAK6"OAK
18"OAK
6"OAK
6"OAK6"OAK
6"OAK
6"OAK
6"OAK
8"OAK
6"OAK
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14"OAK
12"OAK
14"OAK
10"OAK
16"OAK12"PALM
10"OAK
6"OAK
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14"PALM
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10"PALM
10"OAK
10"OAK
12"PALM
10"OAK
12"OAK10"OAK 8"OAK
12"PALM
14"PALM
10"PALM
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10"OAK
14"PALM
12"PALM
12"OAK
6"OAK
16"PALM
14"PALM
12"PALM
27"OAK
6"OAK
6"OAK
7"OAK
9"OAK
6"OAK
6"OAK
8"OAK
11"OAK
6"OAK
6"OAK
16"PALM
12"OAK
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20"PINE
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19"OAK 8"OAK 12"OAK
16"OAK
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18"PALM
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8"OAK
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11"PALM
10"PALM
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17"PALM
18"PALM
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8"OAK
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6"OAK
6"OAK
14"PALM
10"PALM
18"PINE
14"PALM
14"PALM
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
10"OAK
6"OAK
6"OAK
6"OAK
6"OAK
11"OAK
11"OAK10"PINE6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
6"OAK
8"OAK
6"OAK
6"OAK
6"OAK
6"OAK
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18"PALM
18"PALM
14"PALM
14"PALM
18"PALM
18"PALM
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10"OAK
18"PALM
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12"OAK
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6"OAK
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ST
ST
ST
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
'
4.
7
'
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 STOR<
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APARTMENT
COMPLEX
THREE STOR<
WOOD FRAME
APARTMENT
COMPLEX
SEMINOLE CROSSING
TOWNHOMES
(PB. "86", PGS. 33-36)
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)
(VACANT LAND)
O.R.B. 18 P*. 1 8
S 38°23'24" E 1320.11' (D)
N
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(
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INTERSECTION OF SR. NO 434
& TUSKAWILLA ROAD (PER FDOT
R/W MAP SECTION 770702516
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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STATE ROAD NO. 434 OVIEDO ROAD (R/W VARIES)
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(O.R.B. 7486 P*. 155)
FENCE POST IS
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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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PROPERT< CORNER
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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
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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
363
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
ICV
ICV
ICV
SV
STE
ST
SV
ST
EH
TB
EH
ST
ICV
TB
TB
C O
SS
C O
ICB
ICB
C O
ST
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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
STST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 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)
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 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)
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
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"
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
MI
C
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A
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L
B
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A
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B
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)
THREE STORY
WOOD FRAME
APARTMENT
COMPLEX
THREE STORY
WOOD FRAME
APARTMENT
COMPLEX
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)
(VACANT LAND)
O.R.B. 18 P*. 1 8
INTERSECTION OF SR. NO 434
& TUSKAWILLA ROAD (PER FDOT
NORTHEASTERLY R/W LINE
OF STATE ROAD NO. 434
SOUTHEASTERLY R/W LINE
OF MICHAEL BLAKE BOULEVARD
(PER DEED)
OF
M
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C
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A
E
L
B
L
A
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STATE ROAD NO. 434 - OVIEDO ROAD (R/W VARIES)
(TYPIC
A
L
)
GUTTE
R2' CUR
B
&
(TYPICAL)
GUTTER
2' CURB &
15' UTILITY EASEMENT
(O.R.B. 7486, PG. 155)
FENCE POST IS
3.9' SOUTH OF
THE PROPERTY
CORNER
SITE BENCHMARK
FOUND NAIL & DISK
STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
FL
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A
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(
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0
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(L
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4
4
7
5
)
FENCE POST IS 0.1'
WEST OF THE
PROPERTY CORNER
TREE SWALLOW DRIVE
(TYPICAL)
GUTTER
2' CURB &
60' ACCESS EASEMENT
(O.R.B. 9168 PAGE 1505)
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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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
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)
H-2
H-1 H-3
H-4
H-5
H-6
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
'
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10' UTILITY EASEMENT
75.0'
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.
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'
SF SF SF SF SF SF SF SF SF SF SF SF
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IP1IP1
52"
OAK
78
.
0
'
APPROX.
DRIPLINE
CE
SF
SF
SF
DOUBLE SILT FENCE
5' SEPARATION
60300
SCALE: 1" = 30'
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C02.0
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
H-3
GEOTECH BORING LOCATION
LOT LINES
36
4
SD
52"
OAK
APPROX.
DRIPLINE
LOT 4
4
5 5
10
2
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
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X
X
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X
X
X
X
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X
X
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X
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X
X
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X
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
ICV
ICV
ICV
STE
ST
SV
ST
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
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ST
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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
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
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ST
ST
ST
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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
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
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STAMPED "TRAV PT LB 8246"
ELEVATION: 19.58'
N: 1585202.13
E: 573558.07
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(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)
ST
ST
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ST
ST
ST
ST
ST
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ST
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ST
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ST
ST
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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
ST
ST
ST
ST
ST
ST
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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
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IP1
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IP2
IP1IP1
DOUBLE SILT FENCE
5' SEPARATION
IP2
60300
SCALE: 1" = 30'
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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 STABILIZED
TO PREVENT EROSION.
36
5
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
CINCHING
CORDS
OPTIONAL CURB
INLET DAM
GRATE
RIGID BYPASS
OUTLET HOLES
LIFTING STRAP
SPECIFIER CHART
MODEL NO.
CATCH BASIN ID
Inside 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 1
DRAWING NO.
FG-TB-0001
DATE
JPR 09/01/06
P.O. Box 6419, Santa Rosa, CA 95406
Ph: 800.579.8819, Fax: 707.524.8186, www.kristar.com
KriStar Enterprises, Inc.
REV ECO
0002N/R
T-BAGf
TEMPORARY INLET PROTECTION DEVICE
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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."
36
6
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
STSV
ST
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
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
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
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"
ELEVATION: 28.93'
SITE BENCHMARK
FOUND 5/8" IRON & CAP
MARKED "TRAV PT LB 8246"
ELEVATION: 40.63'
N: 1585320.46
E: 572685.68
MI
C
H
A
E
L
B
L
A
K
E
B
O
U
L
E
V
A
R
D
(
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/
W
V
A
R
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S
)
LA
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D
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:
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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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(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)
ST
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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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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
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4.58 AC
LOT 3
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LOT 2
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LOT 1
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24" HP STORM STUB24" HP STORM STUB
24" HP STORM STUB
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SCALE: 1" = 30'
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SS
C O
ICB
ICB
C O
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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
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ST
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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
STORM MANHOLE
NRE: 35.97'
SW INV: 30.47' (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
STORM MANHOLE
SS
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SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
CATCH BASIN
RIM: 27.96'
BOTTOM OF
STRUCTURE: 19.38'
MI
C
H
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L
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K
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D
(
R
/
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V
A
R
I
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S
)
STATE ROAD NO. 434 - OVIEDO ROAD (R/W VARIES)
15' UTILITY EASEMENT
(O.R.B. 7486, PG. 155)
FL
O
R
I
D
A
T
R
A
I
L
(
5
0
'
R
/
W
)
TREE SWALLOW DRIVE
60' ACCESS EASEMENT
(O.R.B. 9168 PAGE 1505)
W
W
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W
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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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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
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WWWWWWWWWWW
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W WW
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W
W
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W
W
W
W
W
W
W
W
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SS
SS
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SS
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SS
SS
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SS
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SS
SS
SS
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
T
I
L
I
T
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" PVC
WATER MAIN
29.0'
29' UTILITY EASEMENT,
SEE DETAIL THIS SHEET
PROP.8" PVC
WATER MAIN
6" FIRE HYDRANT
ASSEMBLY AND VALVE
SEE SHEET C11.0, DETAIL 3
8"X8" TEE8"X6" TEE
STS-02
STS-01
8" 45 ELBOW
8" 90 ELBOW
8" GATE VALVE
8" GATE
VALVE
8" GATE VALVE
8" BLIND FLANGE
CONTRACTOR TO INSTALL
AN ABOVE GROUND
LOCATION INDICATOR
8" PLUG
CONTRACTOR TO INSTALL
AN ABOVE GROUND
LOCATION INDICATOR
TIE INTO EXIST.
8" WATER MAIN
AT EXISTING
GATE VALVE
5'3'5'10'
12" X 8" WET TAP
CONTRACTOR TO FIELD
LOCATE EXISTING
WATER MAIN
8" X 1.5" TEE W/ 1.5" GV
IRRIGATION POC
1.5" DOMESTIC
WATER STUB
1.5" DOMESTIC
WATER STUB 1.5" DOMESTIC
WATER STUBCO-01 STS-01A CO-02
STS-03A
CO-03
STS-05A CO-04
STS-07A
SS-03A
1.5" TAPPING
SADDLE
FIRE HYDRANT
MINIMUM 3' BEHIND
BACK 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'
N
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C06.0
29-FT UTILITY EASEMENT
NOT TO SCALE
MIN. SEPARATION
PER FDEP SEPARATION PER CITY OF
WINTER SPRINGS
EASEMENT
LIMIT
EASEMENT
LIMIT36" STORM
PIPE
8" WATER
MAIN
8" SANITARY
MAIN
1
02
/
1
4
/
2
5
SI
T
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0
1
/
0
9
/
2
5
1
1
1
36
8
SEA HAWK COVE - 62' ROW
4
5 5
10
2
MI
C
H
A
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L
B
L
A
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(
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/
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62
.
0
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36
.
0
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20
.
0
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62
.
0
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20
.
0
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10
.
0
'
6.
0
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10
.
0
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2.
0
'
11
.
5
'
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 6
FOR ROW CROSS SECTION
8" PVC WM
24" HP STORM PIPE (TYP.)
8" PVC WM
1.03' VERTICAL SEPARATION
BOT. 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 REMAIN
ABOVE STORM PIPE.
MIN. 1' CLEARANCE
B-
B
C1
0
.
1
A-
A
C1
0
.
1
R
1
5
'R15'
R15'
R
1
5
'
R20
'
R
2
0
'
R15'
R
1
0
'
R1
5
'
R3
'
R
3
'
R3
'
22.0'39.7'
R
3
'
R3
'
R3
'
R
3
'
R
3
'
R3'
R
3
'
24" STOP BAR AND STOP SIGN
SEE SHT. C10.0 DETAILS 5 & 9
ADA RAMP SEE SHT.
C10.0, DETAIL 8 (TYP.)
CROSSWALK STRIPING
SEE SHT. C10.0, DETAIL 6 (TYP.)6' WIDE SIDEWALK
SEE SHT. C10.0, DETAIL 1 18" CURB AND GUTTER
SEE SHT. C10.0, DETAIL 3
ADA RAMP SEE SHT.
C10.0, DETAIL 8 (TYP.)
6' WIDE SIDEWALK
SEE SHT. C10.0, DETAIL 1ADA RAMP SEE SHT.
C10.0, DETAIL 8 (TYP.)
18" CURB AND GUTTER
SEE SHT. C10.0, DETAIL 3
1.5' VERT. SEP.
1.68' VERT. SEP.
1.14' VERT. SEP.
0.70' DROP
BETWEEN SAN.
INVERTS
PROPOSED ROAD
CENTERLINE
SEASONAL HIGH
GROUND WATER LEVEL
SS-01
167 LF, 8" PVC @ 0.41%
STS-04
SS-02
194 LF, 8" PVC
@
0
.
9
8
%
STS-06
SS-03
EXISTING GRADE
STS-07
151 LF, 24" HP STORM PP @ 0.36%
137 LF, 36"
H
P
S
T
O
R
M
P
P
@
1
.
3
8
%
32 LF, 36" HP STORM PP @ 0.40%
STS-02
SEASONAL HIGH
GROUND WATER LEVEL
WM TO BEND UNDER 24" HP STORM
MIN. SEP. 1.5'
WM TO BEND UNDER 24" HP STORM
MIN. SEP. 1.5'
WM TO BEND UNDER 24" HP STORM
MIN. SEP. 1.5'
8" PVC WM
8" PVC WM
8" PVC WM
27 LF, 8" PVC
@
1
.
4
2
%
8" PVC WM
24" HP STORM
24" HP STORM
24" HP STORM
36" HP STORM
44 LF, 24" HP STORM PP @ 0.40%
PAVEMENT LEGEND
REGULAR DUTY CONCRETE
TU
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C07.0
PLAN VIEW
1" = 20'
PROFILE VIEW
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ASPHALT PAVEMENT
(SEE SHEET C10.0, DETAIL 5)
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EXIST. OFFSITE
FIRE HYDRANT
EXIST. OFFSITE
FIRE HYDRANT
SEA HAWK COVE - 62' ROW
SD
52"
OAK
APPROX.
DRIPLINE
LOT 4
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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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ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
STABILIZED TURNAROUND INCLUDED
IN SITE PERMIT FOR LOT 3
CITY PLAN NO. FEDP-2024-0010
400
'
6" FIRE HYDRANT
ASSEMBLY AND VALVE
SEE SHEET C11.0, DETAIL 3
FIR
E
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Y
D
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P
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ACOE
W
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L
A
N
D
S
S.R. 434
ONLY ONLY
T
T
MI
C
H
A
E
L
B
L
A
K
E
B
L
V
D
.
20'20'
TYP. CLEAR
ZONE
TYP. CLEAR
ZONE
TYP. CLEAR
ZONE
Ar
r
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-
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,
1
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'
P
l
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f
o
r
m
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' Platform
Overall Length 48.480ft
Overall Width 8.000ft
Overall Body Height 10.432ft
Min Body Ground Clearance 0.862ft
Track Width 8.000ft
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 41.670ft
60300
SCALE: 1" = 30'
N
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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
SI
T
E
P
L
A
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R
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0
1
/
0
9
/
2
5
1
2
04
/
2
5
/
2
5
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V
I
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C
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M
E
N
T
S
0
4
/
1
0
/
2
5
2
VEHICLE TRAVEL PATH SYMBOL
SEA HAWK COVE
LOT DRIVEWAY APRONS
2
2
37
0
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 MANHOLE
CONNECTION
CONCRETE BENCHING
TROWEL-FINISHED
BENCHING PER SPECIFICATIONS
1"12"
APPROVED BY THE CITY.
THE ENGINEER AND
DETAIL TO BE DESIGNED BY
REINFORCEMENT AND JOINT
BEDDING ROCK
CAST-IN-PLACE CONCRETE BASE
9"
9"
EPOXY COAL TAR COATINGS PER SPECIFICATIONS
UNPAVED AREAS.
ELEVATIONS SHOWN IN
PAVED AREAS & AT
SET COVERS FLUSH IN
3'-0" MAX.
1'-6" MIN.
5"
3.
CONCRETE BASE
SL
O
P
E
SLOPE
SLOPE
SL
O
P
E
2.
1.
SQUEEZE-OUT
BE REMOVED)
(WRAPPER TO
WRAPPER
PROTECTIVE
SEALER WITH
PLASTIC JOINT
PRE-MOLDED
JOINT SURFACES
PRE-PRIMED
OUTSIDE WALL
0.
8
D
VA
R
I
E
S
A
S
R
E
Q
'
D
PRECAST MONOLITHIC BASE
9"
9"
MIN.
6"
2" MIN.
8" MIN.
SQUEEZE-OUT
JOINT WITH
COMPLETED
4 COURSES (MAX.)
2 COURSES OF BRICK (MIN.)
FRAMES BEDDED IN MORTAR
(SEE STANDARD DETAIL)
MANHOLE FRAME & COVER
5" MIN.RE
Q
'
D
VA
R
I
E
S
A
S
VA
R
I
E
S
A
S
JOINT SURFACES
PRE-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" EXPANSION
JOINT AROUND CAP
FLUSH WITH SLAB
CLEANOUT COVERS IN PAVED
AREAS SHALL BE TRAFFIC RATED.
1
2
3
7
58
6
9
10
4
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C09.0
371
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 JOINT
BETWEEN SIDEWALK AND ALL FIXED
OBJECTS.
4" AGGREGATE BASE COURSE COMPACTED TO
90% 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"/FT
MAX.
SEE TYPICAL
PAVEMENT
SECTION
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
CONCRETE
MIN. (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
E
O
F
C
U
R
B
BA
C
K
O
F
C
U
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 IN
MIDDLE OF LANE)
PAVEMENT
CURB
FIRE HYDRANT /
FIRE DEPT. CONNECTION
3'-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
E
O
F
P
A
V
E
M
E
N
T
O
F
F
A
C
E
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 HIGH
REFLECTIVE INTENSITY
SIGN TO BE PLACED
AT ABOUT THE
LEADING/
TRANSVERSE LINES
OF THE CROSSWALK
PER 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 OF
THE 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 AREAS
AND SHALL BE A CONTINUOUS SURFACE 36" WIDE AS MEASURED IN THE DIRECTION OF
THE RAMP.
2. DETECTABLE WARNING SURFACES SHALL CONSIST OF:
EXPOSED AGGREGATE, SUCH AS 5 8" SMOOTH RIVER ROCK, MIXED INTEGRAL WITH
THE 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 WARNING
SURFACE, SEE NOTES
2' R. (TYP.)
1:12 MAX.
1:12 MAX.
DETECTABLE WARNING
SURFACE, SEE NOTES
6" CURB
2% MAX.
SIDEWALK
5'
M
I
N
.
3'
DETECTABLE WARNING
SURFACE, SEE NOTES
6'
1:12
MAX.
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
TU
S
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4
3
4
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S
,
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.
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DE
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:
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:
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A
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B
#
:
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3
0
1
2
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0
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#
2
9
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5
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SH
E
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T
I
C10.09
372
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-A
TOWN CENTER STREET
TYPICAL CROSS SECTION
62' 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
PARKING
6'
SIDEWALK
2' VALLEY
GUTTER
18" CURB
AND
GUTTER
8'
PARALLEL
PARKING
6'
SIDEWALK
HEAVY DUTY
ASPHALT
STANDARD DUTY
ASPHALT
STANDARD DUTY
ASPHALT
SECTION B-B
TOWN CENTER STREET WITH PARALLEL PARKING
TYPICAL CROSS SECTION
62' 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
TU
S
K
A
W
I
L
L
A
R
E
T
A
I
L
P
A
R
T
N
E
R
S
SR
4
3
4
&
M
I
C
H
A
E
L
B
L
A
K
E
B
L
V
D
WI
N
T
E
R
S
P
R
I
N
G
S
,
F
L
O
R
I
D
A
FO
R
RE
V
I
S
I
O
N
S
DA
T
E
NO
.
SHEET
DE
S
I
G
N
E
R
:
S
C
K
PR
J
.
M
G
R
:
F
A
P
JO
B
#
:
2
3
0
1
2
.
2
0
CH
E
C
K
E
D
:
J
P
M
EN
G
I
N
E
E
R
AT
62
0
0
L
E
E
V
I
S
T
A
B
L
V
D
.
SU
I
T
E
4
0
0
OR
L
A
N
D
O
,
F
L
(4
0
7
)
8
9
6
-
3
3
1
7
WW
W
.
N
V
5
.
C
O
M
CE
R
T
I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
Z
A
T
I
O
N
#
2
9
0
6
5
SE
A
H
A
W
K
C
O
V
E
E
X
T
E
N
S
I
O
N
FR
A
N
K
L
I
N
A
.
P
O
R
T
E
R
,
P
.
E
.
FL
.
L
I
C
.
#
6
9
0
9
2
GE
N
E
R
A
L
D
E
T
A
I
L
S
SH
E
E
T
I
I
C10.1
1
02
/
1
4
/
2
5
SI
T
E
P
L
A
N
R
E
V
I
E
W
C
O
M
M
E
N
T
S
0
1
/
0
9
/
2
5
1
5
373
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 LARGER
WATER 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 GRADE
TRENCH 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 DIRECTED
BY UTILITIES.
OF THE FLOW.
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.
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
TU
S
K
A
W
I
L
L
A
R
E
T
A
I
L
P
A
R
T
N
E
R
S
SR
4
3
4
&
M
I
C
H
A
E
L
B
L
A
K
E
B
L
V
D
WI
N
T
E
R
S
P
R
I
N
G
S
,
F
L
O
R
I
D
A
FO
R
RE
V
I
S
I
O
N
S
DA
T
E
NO
.
SHEET
DE
S
I
G
N
E
R
:
S
C
K
PR
J
.
M
G
R
:
F
A
P
JO
B
#
:
2
3
0
1
2
.
2
0
CH
E
C
K
E
D
:
J
P
M
EN
G
I
N
E
E
R
AT
62
0
0
L
E
E
V
I
S
T
A
B
L
V
D
.
SU
I
T
E
4
0
0
OR
L
A
N
D
O
,
F
L
(4
0
7
)
8
9
6
-
3
3
1
7
WW
W
.
N
V
5
.
C
O
M
CE
R
T
I
F
I
C
A
T
E
O
F
A
U
T
H
O
R
I
Z
A
T
I
O
N
#
2
9
0
6
5
SE
A
H
A
W
K
C
O
V
E
E
X
T
E
N
S
I
O
N
FR
A
N
K
L
I
N
A
.
P
O
R
T
E
R
,
P
.
E
.
FL
.
L
I
C
.
#
6
9
0
9
2
PO
T
A
B
L
E
W
A
T
E
R
DE
T
A
I
L
S
S
H
E
E
T
C11.0
14
15
374
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
SV
STESV
ST
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
C
H
A
E
L
B
L
A
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E
B
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(
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/
W
V
A
R
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E
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)
LA
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S
D
E
S
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E
D
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.
B
.
3
9
8
8
,
P
G
.
1
0
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
FL
O
R
I
D
A
T
R
A
I
L
(
5
0
'
R
/
W
)
TREE SWALLOW DRIVE
60' ACCESS EASEMENT
(O.R.B. 9168 PAGE 1505)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 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
WW
WW
W W
W W
W
W
W
WWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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
W
W
W
W
W
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
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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
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 4
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
29
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10' UTILITY EASEMENT
N
O
R
T
H
40200
SCALE: 1" = 20'
TU
S
K
A
W
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4
3
4
&
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DE
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:
S
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.
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:
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#
:
2
3
0
1
2
.
2
0
CH
E
C
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D
:
J
P
M
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I
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AT
62
0
0
L
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.
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4
0
0
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L
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,
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(4
0
7
)
8
9
6
-
3
3
1
7
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W
.
N
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5
.
C
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A
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#
2
9
0
6
5
SE
A
H
A
W
K
C
O
V
E
E
X
T
E
N
S
I
O
N
FR
A
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A
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,
P
.
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.
FL
.
L
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.
#
6
9
0
9
2
TR
E
E
R
E
M
O
V
A
L
PL
A
N
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
37
5
S
E
A
H
A
W
K
C
O
V
E
-
6
2
'
R
O
W
29' U
T
I
L
I
T
Y
E
A
S
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M
E
N
T
1
0
'
U
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Y
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A
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E
M
E
N
T
S
D
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
ST
ST
ST
ST
ST
ST
ST
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ST
ST
ST
ST
ST
ST
ST
ST
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ST
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ST
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ST
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ST
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ST
ST
ST
ST
ST
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ST
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ST
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ST
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ST
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ST
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ST
ST
ST
ST
ST
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ST
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ST
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ST
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ST
ST
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ST
ST
ST
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ST
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ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
W
W
W
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W
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W
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6
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
377
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
378
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%
379
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
380
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”.
381
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.
382
E-1
Exhibit 1
Project Location Map
383
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A.W.
D.B.
N
US
Hig h w a y 17 92
Pres e r v e a t
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0 10.5
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Seminole County
Project
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4
417
1
384
E-2
Exhibit 2
Aerial with Boundary
385
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EXHIBIT NUMBER:
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A.W.
D.B.
T h e B l a k e -
1 0 1
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0 50 10025
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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
386
E-3
Exhibit 3
Aerial with FLUCFCS
387
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(4.59 Ac.±)
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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
388
E-4
Exhibit 4
Soils Map
389
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EXHIBIT NUMBER:
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DRAWN BY:
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A.W.
D.B.
Tuskawilla
Soils Map
0 50 10025
Feet
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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
Map Unit Soil Type Hydric
27 Pomello fine sand, 0 to 5 percent slopes No
29 St. Johns and eaugallie fine sands No
Legend
Project Site
4
390
E-5
Exhibit 5
Documented Occurrences of Listed Species
391
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A.W.
D.B.
Tuskawilla
Documented Occurrences of Listed Species
0 1,500 3,000
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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
392
E-6
Exhibit 6
Scrub Jay Consultation Area
393
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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
394
E-7
Exhibit 7
Snail Kite Consultation Area
395
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EXHIBIT NUMBER:
DRAWING DATE:
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DRAWN BY:
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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
396
E-8
Exhibit 8
Manatee Consultation Area
397
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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
398
399
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Date: 2025.02.11
12:16:16 -05'00'
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
E
E ICV
SV
STESV
ST
EH
TB
EH
ICV
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C O
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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
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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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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
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(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)
ST
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ST
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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)
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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
LOT 4
4.58 AC
LOT 3
1.02 AC
LOT 2
0.50 AC
LOT 1
1.32 AC
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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
40
1
40
2
40
3
40
4
4.29
8.11 306NO
james.herbert@nv5.com
407-539-4776
40
5
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.
40
6
40
7
40
8
40
9
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
410
Development Agreement – Blake Commons
City of Winter Springs and Tuskawilla Retail Partners II, LLC
Page 2 of 12
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.
411
Development Agreement – Blake Commons
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Page 3 of 12
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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City of Winter Springs and Tuskawilla Retail Partners II, LLC
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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:
415
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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
417
Development Agreement – Blake Commons
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Page 9 of 12
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.
418
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City of Winter Springs and Tuskawilla Retail Partners II, LLC
Page 10 of 12
EXHIBIT A
PROPERTY LEGAL DESCRIPTION
419
Development Agreement – Blake Commons
City of Winter Springs and Tuskawilla Retail Partners II, LLC
Page 11 of 12
EXHIBIT B
OVERALL SITE PLAN
420
Development Agreement – Blake Commons
City of Winter Springs and Tuskawilla Retail Partners II, LLC
Page 12 of 12
421
Plat Review Checklist · Page 1 of 6
May 19, 1999 SUBD-2024-0001--SEA HAWK COVE PLAT COMMENTS SUMMARY
SUBDIVISION PLAT REVIEW CHECKLIST
City of Winter Springs, Florida
NAME OF PLAT: Village At Winter Springs
DATE: June 13, 2025
This plat has been reviewed by the agent of the City and comments have been noted.
The plat and supporting documentation will be transmitted to the City's Professional
Surveyor and Mapper for review after these comments have been addressed and all
missing supporting documents have been submitted. Additional comments may be
generated by the City PSM during their review of the plat. Please contact Tim
Jaskiewicz at (407) 292-8580 ext. 231 if you should have any questions or comments.
TITLE (Primary Name)
[C] The "primary name" of the plat must be different from any other recorded plat in Seminole
County except when the subdivision is further divided as an additional unit or section.
(177.051.1)
[C] Title appears in bold legible letters. (177.091.5)
[C] Words such as "THE", "REPLAT" or "A" are not the first word used in the title. (177.051.1)
[N/A] If the plat is a replat all prior platted streets, alleys and easements will be vacated at
recording. All such parcels occurring with the replat must be included in the dedication or
noted as private with appropriate language on the plat. (F.S.177.101)
[C] If replat is a part of the primary name all text is the same size and type. (177.051.1)
[C] Title and sub-title (if any), Section, Township, Range, County, City and State are included in
heading and appears on all sheets. (177.091)
LEGEND
[C] Denotes information is correct.
[X] Denotes additional information or revision is required.
[#] Refer to “Additional Comments” and corresponding note.
SC Seminole County Platting Requirements
LD Winter Springs Land Development Code
422
Plat Review Checklist · Page 2 of 6
May 19, 1999 SUBD-2024-0001--SEA HAWK COVE PLAT COMMENTS SUMMARY
SCALE
[C] Is both stated and graphically illustrated by a graphic scale and appears on all sheets showing
any portion of the lands subdivided. (177.091.4) No less than 1"=100'
NORTH ARROW
[C] Is prominent and appears on every sheet showing any portion of the lands subdivided.
(177.091.6)
INDEX/KEY MAP
[N/A] Must be depicted if more than one graphic sheet is used to portray subdivided lands.
(177.091.3)
[N/A] Each sheet is labeled with sheet number, total number of sheets and match lines are clearly
depicted. (177.091.3)
PROFESSIONAL SURVEYOR AND MAPPER
[C] The name of the professional surveyor and mapper or legal entity, along with the street and
mailing address and LB or LS number must be shown on each sheet included. (177.091.5)
VICINITY MAP
[X] Shows the proposed subdivision in relation to the surrounding streets. Add north arrow to
vicinity map. (REPEAT COMMENT)
PLAT NOTICE
[C] Notice is exactly how it appears in Statute and appears in a prominent place on front sheet of
plat. (177.091.27)
"NOTICE: This plat, as recorded in its graphic form, is the official depiction of the subdivided lands
described herein and will in no circumstances be supplanted in authority by any other graphic or
digital form of the plat. There may be additional restrictions that are not recorded on this plat that
may be found in the public records of this county."
[C] Ink, media type and marginal lines are as noted in statutes. (177.091.1)
TEXT SIZE
[C] Is of a size sufficient to show all detail clearly.
423
Plat Review Checklist · Page 3 of 6
May 19, 1999 SUBD-2024-0001--SEA HAWK COVE PLAT COMMENTS SUMMARY
BEARING REFERENCE
[X] Is clearly stated on the face of the plat in the notes and is referenced to a well-established and
monumented line. (177.091.6) Missing bearing basis to established and monumented line.
(REPEAT COMMENT)
ABBREVIATIONS
[X] A legend of all symbols and abbreviations occurring on the plat is shown. (177.091.29)
Add PRM, SR., TIITF, PC AND PT to legend. (REPEAT COMMENT)
DEDICATION & ACKNOWLEDGMENT
[C] The "primary name" of the subdivision is shown in the dedication and coincides exactly with
the subdivision name. Shows and is executed by all persons, corporations, or entities having
record interest in the lands. (177.051.1)
[C] Dedications and approvals required by 177.071 and 177.081 are included. (177.091.12)
DESCRIPTION
[X] Is metes & bounds and describes the lands subdivided and is so complete, that without
reference to the plat, the starting point and boundary can be determined and agrees with plat.
(177.091) Legal has 2 Point of Beginnings. (REPEAT COMMENT)
[C] Description agrees with title opinion. Legal description in PIR matches the legal description
on the plat, however, it needs revisions, there are 2 point of beginnings.
POINT OF BEGINNING
[X] Point of Beginning and all information called for, such as Point of Commencement, bearings
and distances are shown. (177.091.14) Legal contains errors, i.e 2 Point of Beginnings.
(REPEAT COMMENT)
DIMENSIONS
[X] Sufficient survey data is shown to positively describe the bounds of every lot, block, street,
easement and all other areas shown on the plat. (177.091.19) Legal contain errors. (REPEAT
COMMENT)
[N/A] A witness line showing complete data is provided for subdivisions bounded by an irregular
line (e.g. water bodies, etc.) (177.091.19)
[C] All dimensions shown except irregular lines are shown to the one-hundredth of a foot.
(177.091.19)
424
Plat Review Checklist · Page 4 of 6
May 19, 1999 SUBD-2024-0001--SEA HAWK COVE PLAT COMMENTS SUMMARY
[C] The centerlines of all streets shall be shown as follows: tangent lines: distances together with
either angles, bearings or azimuths; curved lines: arc distances, central angles, and radii,
together with chord and chord bearing or azimuths. (177.091.22)
[C] All Centerlines, P.C.’s, P.T.’s & P.I.’s are labeled.
CURVE DATA
[C] Curvilinear lot lines show the radii, arc distances, and central angles. (177.091.20)
[N/A] All radial lines are labeled as such. (177.091.20)
[N/A] Directions of non-radial lines are indicated. (177.091.20)
TABLES
[C] When it is not possible to label line or curve information on the map, a tabular form may be
used. (177.091.26)
[C] Tabular data, if shown, appears on the sheet to which it applies. (177.091.26)
CUL-DE-SAC DIAMETERS
[N/A] All cul-de-sac diameters are shown. (177.091.15)
STREETS & RIGHT OF WAYS
[C] The location, widths, names, recording information of all streets, waterways and other rights
of way are shown. (177.091.15).
[C] All names are different from any other in the city, if not an extension.
EASEMENTS
[C] The location and width of proposed easements and existing easements identified in the Title
Opinion or certification are shown on the plat along with their intended use. Where
easements are not coincident with property lines, they are labeled with bearings and
distances and are tied to the principal lot, tract or right of way. (177.091.16)
[C] Included in notes is reference to Cable TV services (177.091.28)
SECTION & 1/4 SECTION LINES
425
Plat Review Checklist · Page 5 of 6
May 19, 1999 SUBD-2024-0001--SEA HAWK COVE PLAT COMMENTS SUMMARY
[N/A] All section or 1/4-section lines occurring within the plat are shown and labeled as such.
(177.091.14)
ADJOINING PROPERTY
[C] All contiguous property is identified by subdivision title, plat book and page or if unplatted,
labeled as such. (177.091.17)
[N/A] If the plat is a replat, there are sufficient ties to controlling lines appearing in the earlier plat
to permit an overlay of the previous plat. (177.091.17)
LOT NUMBERING
[C] All lots are numbered progressively or if phase development consecutively numbered
throughout additions. (177.091.18)
[N/A] All blocks are numbered or lettered progressively. (177.091.18)
PARKS & RECREATION
[N/A] All parks and recreation parcels are designated as such. (177.091.23)
OUT PARCELS
[N/A] All out parcels are excluded in the legal description and clearly labeled "NOT A PART OF
THIS PLAT". (177.091.24)
DEDICATED PARCELS
[C] All dedicated parcels are clearly shown and their purposes clearly stated. (177.091.25)
PERMANENT REFERENCE MONUMENTS (FIELD VERIFIED)
[N/A] Permanent reference monuments have been placed at each corner or change in direction
along the boundary of the lands being platted and are no further than 1400 feet apart.
(177.091.7) Shown on plat, not field verified by reviewing surveyor.
[N/A] Where plat corners are not accessible, witness monuments have been set within the boundary
of the plat and such offsets are noted. (177.091.7) Shown on plat, not field verified by
reviewing surveyor.
426
Plat Review Checklist · Page 6 of 6
May 19, 1999 SUBD-2024-0001--SEA HAWK COVE PLAT COMMENTS SUMMARY
PERMANENT CONTROL POINTS (FIELD VERIFIED)
[N/A] Permanent control points have been placed at intersections of centerlines of rights of way
and at the intersections and termini of all streets. (177.091.8) Shown on plat, not field
verified by reviewing surveyor.
[N/A] All permanent control points have been placed and are shown on map by appropriate symbol
or designation. (177.091.8) Shown on plat, not field verified by reviewing surveyor.
SUPPORTING DOCUMENTATION TO BE FURNISHED BY SUBMITTING FIRM
[C] Copy of Boundary Survey prepared/updated within 1 year of plat submittal.
[X] Copy of 911 report for street name verification, if applicable. Not provided for review.
[X] Closure sheet for Boundary on 8 ½" X 11" Sheet. Not provided for review.
[C] Copy of title opinion.
REVIEWING SURVEYOR’S COMMENTS
PARCEL CLOSURE REPORT CLOSES, HOWEVER COURSES DO NOT MATCH PLAT.
(REPEAT COMMENT)
THIS PLAT DOES NOT CONFORM TO THE REQUIREMENTS FOR PLATTING IN THE
STATE OF FLORIDA AND SEMINOLE COUNTY.
WE WILL SIGN AS THE REVIEWING SURVEYOR WHEN PRESENTED WITH THE
ORIGINAL MYLAR SIGNED BY THE OWNERS AND THE PLATTING SURVEYOR.
ANY ISSUES NOT ADDRESSED BY THIS REVIEW REMAIN THE RESPONSIBILITY OF
THE PLATTING SURVEYOR.
427
42
8
Sea Hawk Cove
Extension
John Rabon, JD, MPA
Senior Planner
City Commission
429
Background
COMMUNITY DEVELOPMENT
Property Address: East/Northeast of the intersection of State
Road 434 and Michael Blake Blvd
(± 8.11 acres)
June 11, 2024: Pre-Application Meeting (PREM-2024-0003)
October 30, 2024: Site Plan Application
(FEDP-2024-0009)
March 11, 2025:
Tree Removal Application (AERV-2025-0005)
Subdivision Application (SUBD-2024-0001)
Waiver Applications (WAIV-2025-0005; WAIV-2025-0008)
Development Agreement Application (DVAG-2025-0007)
May 23, 2025: Public Notice Letters & Signage
June 5, 2025: Planning and Zoning Board Hearing
Applicant: James Herbert, E.I., NV5
June 23, 2025
AGENDA ITEM
404
City Commission
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Background
COMMUNITY DEVELOPMENTJune 23, 2025
AGENDA ITEM
404
City Commission
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•Located at corner of State Road 434 and Michael Blake Blvd.
•Proposal is to extend Sea Hawk Cove to access 5 new lots that
will have a mixture of commercial and residential uses.
•Property is zoned Town Center District, T-5 Transect.
•Applicant has submitted a Tree Removal Permit, Subdivision
Application, a Waiver Application for adjusting the required lot
sizes, a Waiver Application to widen the right-of-way width, and a
Final Engineering/Site Plan Application for the extension of the
Sea Hawk Cove to service the new lots.
431
Site Plan
AGENDA ITEM 400
Planning & Zoning Board
June 23, 2025
AGENDA ITEM
404
City Commission
432
Site Plan
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AGENDA ITEM
404
City Commission
June 23, 2025 433
Proposed Conditions
COMMUNITY DEVELOPMENT
The Planning & Zoning Board recommends that the City Commission approve
FEDP-2024-0009 with 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.
6.Address all comments in the Surveyor’s report within 30 days of City
Commission approval. The final plat cannot be recorded until the Surveyor’s
comments are addressed.
7.Preservation of the 52” specimen oak tree at the corner of SR 434 and Michael
Blake Blvd.
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AGENDA ITEM
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City Commission
June 23, 2025 434
COMMUNITY DEVELOPMENTJune 23, 2025
AGENDA ITEM
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City Commission
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9 ANY QUESTIONS?
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