HomeMy WebLinkAbout2026 06 08 Public Hearing 402 - Garcia Civil Contractors - Site/Final Engineering, Aesthetic, and DAPUBLIC HEARINGS AGENDA ITEM 402
CITY COMMISSION AGENDA | JUNE 8, 2026 REGULAR MEETING
TITLE
Garcia Civil Contractors – Site/Final Engineering, Aesthetic Review, and Development
Agreement.
SUMMARY
The development site consists of one lot, totaling approximately 1.75 acres. The lot
owner is Garcia Holdings of Florida and will be occupied by Garcia Civil Contractors. An
existing 1,643 sf (approximate) office trailer is on the property and will be moved prior
to the installation of a 5,000 sf pre-engineered building. The applicant is also making
several improvements to the site including lighting, parking, and stormwater.
FUNDING SOURCE
RECOMMENDATION
Staff recommends that the City Commission approve the Site/Final Engineering,
Aesthetic Review, and Development Agreement, subject to the following conditions of
approval:
1. Execution of the Development Agreement.
2. Construction of the office building on the site shall not begin until the site
preparation work is substantially complete.
3. All grass on the Property shall be Bahia grass. No St. Augustine grass or grass
types with low drought tolerance shall be permitted.
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Garcia Civil Contractors
John Rabon, JD, MPA
Senior Planner
City Commission
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Background
COMMUNITY DEVELOPMENT
Property Address: 215 Old Sanford Oviedo Rd
(± 1.75 acres)
December 19, 2025: Site Plan Application
(FEDP-2026-0023)
December 19, 2025: Aesthetic Review Application (AERV-2026-0013)
December 19, 2025: Development Agreement Application (DVAG-2026-
0014)
April 1, 2026: Community Workshop
April 23, 2026: Public Notice Letters & Signage
May 7, 2026: Planning & Zoning Board Public Hearing
June 8, 2026: City Commission Public Hearing
June 8, 2026
AGENDA ITEM
402
City Commission
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Background
COMMUNITY DEVELOPMENTJune 8, 2026
AGENDA ITEM
402
City Commission
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Applicant: Andrew MacPhee, Make Design Studios
Owner: Eduardo Garcia, Garcia Holdings of Florida
•Proposal is to demo existing structure and replace with pre-
fabricated metal building.
•Property is zoned I-1, Light Industrial.
•Applicant has submitted a Final Engineering/Site Plan
application, Aesthetic Review application, and a
Development Agreement application.
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Site Plan
AGENDA ITEM 400
Planning & Zoning Board
June 8, 2026
AGENDA ITEM
402
City Commission
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Elevations
AGENDA ITEM 400
Planning & Zoning Board
June 8, 2026
AGENDA ITEM
402
City Commission
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Proposed Conditions
COMMUNITY DEVELOPMENT
Staff recommends that the Planning & Zoning Board recommend approval of the
Site/Final Engineering, Aesthetic Review, and Development Agreement, subject to
the following conditions of approval:
1.Execution of the Development Agreement.
2.All grass on the Property shall be Bahia grass. No St. Augustine grass or grass
types with low drought tolerance shall be permitted.
3.Any additional conditions from City reviewing departments or the
Development Agreement shall be enforceable.
AGENDA ITEM
402
City Commission
June 8, 2026
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COMMUNITY DEVELOPMENTJune 8, 2026
AGENDA ITEM
402
City Commission
ANY QUESTIONS?
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1551
TITLE
Garcia Civil Contractors – Site/Final Engineering, Aesthetic Review, and
Development Agreement.
SUMMARY
The Community Development Department requests that the City Commission
hold a Public Hearing to consider a Site/Final Engineering, Aesthetic Review, and
Development Agreement regarding the applicant’s request to construct a pre -
manufactured office building in the I-1 (Light Industrial District).
General Information
Applicant Andrew MacPhee, Make Design Studios
Property Owner(s) Garcia Holdings of Florida
Location 215 Old Sanford Oviedo Rd
Tract Size ± 1.75 Acres
Parcel ID Number 34-20-30-5AW-0000-006A
Zoning
Designation
I-1, Light Industrial
FLUM Designation Industrial
Adjacent Land Use North: Old Sanford Oviedo Road
East: Industrial
South: Industrial
West: Industrial
Height 1 story
Setbacks Front: 25ft.
maximum Rear: 15ft. minimum Side: 5ft. minimum
Development
Standards
75% Lot Coverage
Development
Permits Not applicable
Development
Agreement
Pending
Code Enforcement Not applicable
City Liens Not applicable
PUBLIC HEARINGS AGENDA ITEM
CITY COMMISSION
MONDAY, JUNE 8, 2026
REGULAR MEETING
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Background Data:
The development site consists of one lot, totaling approximately 1.75 acres. The lot
owner is Garcia Holdings of Florida and will be occupied by Garcia Civil Contractors.
An existing 1,643 sf (approximate) office trailer is on the property and will be moved
prior to the installation of a 5,000 sf pre-engineered building. The applicant is also
making several improvements to the site including lighting, parking, and
stormwater.
Public Notices:
Notices were mailed to all owners of real property adjacent to and within
approximately five-hundred (500) feet of the subject property and all Homeowner’s
Associations on file with the City of Winter on March 12, 2026.
A Community Workshop was held on April 1, 2026 at 6:00 PM at the Winter Springs
Civic Center . Other than staff and representatives of the applicant, no members of
the public attended and thus no concerns were raised at the Community
Workshop regarding the proposed development. Please see (Exhibit “1”)
Community Workshop Flyer.
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.
(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
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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. The maximum
density for the Industrial Future Land Use is 0.5 Floor Area Ratio. At 1.75 acres, the
parcel has a FAR of 0.875 acres or 38,115 sf. Additionally, I-1 allows for 75% maximum
lot coverage and, with the existing impervious and proposed impervious, the
property will be at only 28% lot coverage. As such, Staff finds that the proposed
office use for a civil contractor is compatible with surrounding industrial uses.
(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
intensity of the site and final engineering plan requested.
(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.
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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.
(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. As
referenced above, the parcel is well below its maximum impervious threshold of
75% by having a total coverage of only 28% of the lot.
(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.
(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: Staff has reviewed the TIA, (Exhibit “4”) and finds that the site and final
engineering plan depicts 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 patterns for the neighborhood,
and traffic flow through immediate intersections and arterials
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(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: Staff find that the site plan adequately addresses the safety and security
needs of the establishment, its users, and employees, and minimizes the impacts
on the neighborhood.
(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.
Analysis: Not applicable as the structure being constructed is less than 20,000 sf
and would not receive mass deliveries of merchandise.
(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.
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(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 as 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.
Water and Sewer: Public Works & Utilities Department Staff have confirmed that
sufficient water and sewer capacity exists for this project.
Stormwater:
Stormwater has reviewed and approved this project. That stormwater system will
be private.
Transportation:
The applicant has provided a Traffic Impact Analysis (Exhibit “X“), which has been
reviewed by City staff. It was Staff’s finding that sufficient roadway capacity exists
for this project. The project will not cause the impacted roadway segments to
exceed their adopted level of service (LOS) under the Comprehensive Plan.
Parking:
Parking for an office building in the I-1 zone is one (1) space per four-hundred
(400) sf of building. As such, the Code requires a total of 12.5 spaces for a 5,000 sf
structure, rounded up to thirteen (13). The applicant provided documentation
(Exhibit “8”) that the office will offer a total of thirteen (13) spaces.
Aesthetic Review:
Pursuant to Section 9-603, which sets forth guidelines and minimum standards for
Aesthetic Review packages, staff have utilized the criteria below in Section 9-603 to
determine the following. The attached Aesthetic Review package (Exhibits 10, 11,
and 18) includes all of the submittal requirements for aesthetic review as set forth
in Section 9-600 through 9-607 and include the following: (a) a site plan; (b)
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elevations illustration all sides of structures facing public streets or spaces; (c)
illustrations of all walls, fences, and other accessory structures and the indication of
height and their associated materials; (d) elevation of proposed exterior
permanent signs or other constructed elements other than habitable space, if any;
(e) illustrations of materials, texture, and colors to be used on all buildings,
accessory structures, exterior signs; and (f) other architectural and engineering
data as may be required. The procedures for review and approval are set forth in
Section 9-603.
Aesthetic Review
1. The plans and specifications of the proposed project indicate that the
setting, landscaping, proportions, materials, colors, texture, scale, unity,
balance, rhythm, contrast, and simplicity are coordinated in a harmonious
manner relevant to the project, surrounding area and cultural character of
the community.
Analysis: Staff finds that all architectural and landscaping elements are
coordinated in a harmonious manner relevant to the particular proposal, the
surrounding area, and cultural character of the community.
2. The plans for the proposed project are in harmony with any future
development which has been formally approved by the city within the
surrounding area.
Analysis: Staff finds that subject to the Conditions of Approval, the plans for
the proposed project are in harmony with the I-1, Light Industrial Zone.
3. The plans for the proposed project are not excessively similar or dissimilar to
any other building, structure or sign which is either fully constructed,
permitted but not fully constructed, or included on the same permit
application, and facing upon the same or intersecting street within five
hundred (500) feet of the proposed site, with respect to one or more of the
following features of exterior design and appearance:
a. Front or side elevations;
b. Size and arrangement of elevation facing the street, including reverse
arrangement; or
c. Other significant features of design such as, but not limited to materials,
roof line, hardscape improvements, and height or design elements.
Analysis: The plans for this project are not excessively similar or dissimilar to
other projects within 500 feet of the proposed project.
4. The plans for the proposed project are in harmony with, or significantly
enhance, the established character of other buildings, structures or signs in
the surrounding area with respect to architectural specifications and design
features deemed significant based upon commonly accepted architectural
principles of the local community.
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Analysis: As previously mentioned, the project has been reviewed under the
I-1, Light Industrial Code standards, ensuring conformance with the
standard of development for that zone.
5. The proposed project has incorporated significant architectural
enhancements such as concrete masonry units with stucco, wrought iron,
columns and piers, porches, arches, planting areas, display windows, and
other distinctive design features detailing and promoting the character of
the community.
Analysis: The project significantly meets the standards.
Reports:
The Final Engineering submittal is required to include the following reports or
updates of previously prepared reports for the same property.
Reports
September, 2023 Transportation Impact Analysis (Exhibit 4)
February 11, 2026 Stormwater Report (Exhibit 3)
Procedural History:
December 3, 2025 Pre-Application Meeting
April 1, 2026 Community Workshop
May 7, 2026 Planning & Zoning Board | Recommendation on
Site/Final Engineering, Aesthetic Review, and
Development Agreement.
June 8, 2026 City Commission | Hearing on Site/Final
Engineering, Aesthetic Review, and Development
Agreement.
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).
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Home Rule Powers
Code of Ordinances City of Winter Springs.
Section 20-1. Definitions.
Fiscal Impact:
A Fiscal Impact Report was not required for this project.
Development Agreement:
The Applicant is currently working with the City Attorney on the Development
Agreement for the project. The Development Agreement shall be executed prior
to any work on the project covered within this document.
STAFF RECOMMENDATION
Staff recommends that the City Commission approve the Site/Final Engineering,
Aesthetic Review, and Development Agreement, subject to the following
conditions of approval:
1. Execution of the Development Agreement.
2. Construction of the office building on the site shall not begin until the site
preparation work is substantially complete.
3. All grass on the Property shall be Bahia grass. No St. Augustine grass or grass
types with low drought tolerance shall be permitted.
Attachments:
Exhibit “1” – Community Workshop Flyer
Exhibit “2” – Garcia Civil Contractors Site Plan
Exhibit “3“ – Stormwater Report
Exhibit “4” – Traffic Impact Analysis
Exhibit “5” – Development Agreement
Exhibit “6” – Site Plan Application
Exhibit “7” – Architectural Review Application
Exhibit “8” – Development Agreement Application
1560
COMMUNITY
WORKSHOP
Date: April 1, 2026 @ 6:00 P.M.
Location: Sunshine Park Senior and Civic Center
400 N. Edgemon Park, Winter Springs, FL 32708
Community Workshop to consider Final Engineering Site Plans in order to construct
a 1,643 sf metal office building within the I-1 Light Industrial District on the subject
site.
Project: Garcia Civil Contractors Office
Location: Adjacent to 215 Old Sanford Oviedo Rd.
Parcel ID: 34-20-30-5AW-0000-006A
Acreage: ± 1.75-acre project
Zoning: I-1 Light Industrial District
Future Land Use: Industrial
Applicant/Presenter: Ron Thomas, Andrew MacPhee, Make Design Studios
1561
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
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07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
VICINITY MAP
ENGINEER OF RECORD: NEIL D. WOLFE, P.E.
LICENSE NUMBER: 93551
HCE PROJECT NUMBER: 07837000
GARCIA CIVIL CONTRACTORS OFFICE
Site Information:
SECTION 34, TOWNSHIP 20 SOUTH, RANGE 30 EAST
SEMINOLE COUNTY, FLORIDA
PARCEL ID : 34-20-30-SAW-0000-006A
Prepared For:
GARCIA HOLDINGS OF FLORIDA LLC
215 OLD SANFORD OVIEDO ROAD
WINTER SPRINGS FL, 32708
Prepared By:N.T.S.
LOCATION MAP
N.T.S.
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Sheet Index
Sheet No.Description
W STATE RD 434
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SANITARY SEWER - CITY OF WINTER SPRINGS
-DILLON THOMAS
-(407) 532-8520
WATER - CITY OF WATER SPRINGS
-DILLON THOMAS
-(407) 532-8520
IRRIGATION/RECLAIMED WATER - CITY OF WINTER SPRINGS
-DILLON THOMAS
-(407) 532-8520
STORMWATER - CITY OF WINTER SPRINGS
-DILLON THOMAS
-(407) 532-8520
ELECTRIC - DUKE ENERGY
-DUKE'S CUSTOMER SERVICE CENTER
-(407)-629-1010
GAS - FLORIDA PUBLIC UTILITIES
-COLIN DUNN
-(386) 785-4554
TELEPHONE/CATV/FIBER - CHARTER COMMUNICATIONS
-JOHN SMITH
-(407) 532-8520
TELEPHONE - AT&T DISTRIBUTION
-DINO FARRUGGIO
-G27896@ATT.COM
FIBER - SEMINOLE COUNTY TRAFFIC ENGINEERING
-KEITH BROWN
-(321) 377-2405
UTILITY PROVIDERS
1200 HILLCREST STREET SUITE 200
ORLANDO, FLORIDA 32803
PHONE: (407) 629-4777
FAX: (407) 629-7888
WWW.HARRISCIVILENGINEERS.COM
EB 9814
COVER SHEET
C-000
15
6
2
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
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s
.
d
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:
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0
0
1
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:
M
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n
,
1
1
M
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y
2
0
2
6
-
1
3
:
3
6
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
GENERAL NOTES
C-001
15
6
3
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
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&
L
o
c
a
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i
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n
:
G
:
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P
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\
0
7
8
3
7
0
0
0
\
C
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\
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\
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0
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1
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:
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n
,
1
1
M
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y
2
0
2
6
-
1
3
:
3
6
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
GENERAL NOTES
C-002
·
·
15
6
4
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
C
I
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L
\
S
H
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T
S
\
C
-
0
1
0
-
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.
d
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:
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0
1
0
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:
M
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n
,
1
1
M
a
y
2
0
2
6
-
1
3
:
3
8
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
EXISTING CONDITIONS
SURVEY
C-010
15
6
5
W
W
W
SV
SV
W
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
29.87
12" CAB
B
A
G
E
28.97
18" LIVE
O
A
K
28.61
20" LIVE
O
A
K
28.77
26" LIVE
O
A
K
30.18
14" CAB
B
A
G
E
31.52
11" CAB
B
A
G
E
31.73
10" CAB
B
A
G
E
31.49
10" CAB
B
A
G
E
31.23
48" LIVE
O
A
K
35.05
7" GOLD
E
N
R
A
I
N
34.39
13 HICK
O
R
Y
37.17
7 HICKO
R
Y
37.17
13 HICK
O
R
Y
40.15
14" CAB
B
A
G
E
36.39
7 HICKO
R
Y
36.51
13 HICK
O
R
Y
36.52
12" CAB
B
A
G
E
36.66
7 HICKO
R
Y
36.22
7 BCL
35.28
11 HICK
O
R
Y
35.34
8 WATE
R
O
A
K
35.55
17 WATE
R
O
A
K
35.18
11 WATE
R
O
A
K
34.34
10 CAMH
O
R
34.49
11 HICK
O
R
Y
35.26
8 WATE
R
O
A
K
35.27
8 IN OAK
28.83
21" LIVE OAK
S
F
EROSION CONTROL &
DEMOLITION PLAN
C-090
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
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&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
C
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\
S
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T
S
\
C
-
0
9
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D
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.
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:
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1
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2
0
2
6
-
1
4
:
0
3
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
15
6
6
W
W
SV
SV
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
29.87
12" CAB
B
A
G
E
28.97
18" LIVE
O
A
K
28.61
20" LIVE
O
A
K
28.77
26" LIVE
O
A
K
30.18
14" CAB
B
A
G
E
31.23
48" LIVE
O
A
K
35.05
7" GOLD
E
N
R
A
I
N
34.39
13 HICKO
R
Y
37.17
7 HICKO
R
Y
37.17
13 HICK
O
R
Y
40.15
14" CAB
B
A
G
E
36.39
7 HICKO
R
Y
36.51
13 HICK
O
R
Y
36.52
12" CAB
B
A
G
E
36.66
7 HICKO
R
Y
36.22
7 BCL
35.28
11 HICK
O
R
Y
35.34
8 WATE
R
O
A
K
35.55
17 WAT
E
R
O
A
K
35.18
11 WATE
R
O
A
K
34.34
10 CAMH
O
R
34.49
11 HICK
O
R
Y
35.26
8 WATE
R
O
A
K
35.27
8 IN OAK
28.83
21" LIVE OAK
S
F
SITE PLAN
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
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L
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S
\
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d
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:
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1
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:
M
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,
1
1
M
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y
2
0
2
6
-
1
3
:
4
0
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
C-100
15
6
7
31.00
30.5
0
30.
5
0
31.
0
0
33.00
29.50
2
9
.
5
0
30
.
0
0
2
9
.
0
0
2
8
.
5
0
28
.
0
0
2
7
.
0
0
27.00
28.0
0
28.50
31.50
32.00
32
.
5
0
33
.
0
0
33.50
34.0
0
34.5
0
35.00
32.
0
0
31.5
0
31
.
0
0
30.
5
0
30.
0
0
29.50
30.00
2
9
.
5
0
30
.
0
0
30
.
5
0
31
.
0
0
32.
5
0
32.00
31
.
5
0
33.0
0
29.77 30.00
30.24
31.21
32.29
32.17
32.02 32.51
32.51
30.06
32.25
30.59
32.85
33.32
31.2330.50
30.50
30.50
32.71
32.65
32.65
3
3
.
5
0
33.
0
0
31.98
32.10
32.63
32.63
30.43
30.30
30.15
30.25
29.00
30.00
30.15
30.34
30.07
GRADING & DRAINAGE
PLAN
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
C
I
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L
\
S
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T
S
\
C
-
2
0
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-
G
R
A
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N
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&
D
R
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N
A
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E
.
d
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:
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2
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:
M
o
n
,
1
1
M
a
y
2
0
2
6
-
1
5
:
1
4
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
C-200
15
6
8
·
·
·
·
·
W
W
W
SV
SV
W
FM
FM
FM
FM
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
FM
FM
F
M
UTILITY PLAN
C-300
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
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\
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3
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:
M
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1
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y
2
0
2
6
-
1
3
:
4
3
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
15
6
9
Ó1996
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
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\
S
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4
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:
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4
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P
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:
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,
1
1
M
a
y
2
0
2
6
-
1
3
:
4
7
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
DETAILS
C-400
15
7
0
NO PARKING OR STANDING
FIRE LANE
·
·
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
C
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L
\
S
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0
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4
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,
1
1
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y
2
0
2
6
-
1
3
:
4
7
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
DETAILS
C-401
15
7
1
W
W
SV
SV
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
29.87
12" CAB
B
A
G
E
28.97
18" LIVE
O
A
K
28.61
20" LIVE
O
A
K
28.77
26" LIVE
O
A
K
30.18
14" CAB
B
A
G
E
31.23
48" LIVE
O
A
K
35.05
7" GOLD
E
N
R
A
I
N
34.39
13 HICKO
R
Y
37.17
7 HICKO
R
Y
37.17
13 HICK
O
R
Y
40.15
14" CAB
B
A
G
E
36.39
7 HICKO
R
Y
36.51
13 HICK
O
R
Y
36.52
12" CAB
B
A
G
E
36.66
7 HICKO
R
Y
36.22
7 BCL
35.28
11 HICK
O
R
Y
35.34
8 WATE
R
O
A
K
35.55
17 WAT
E
R
O
A
K
35.18
11 WATE
R
O
A
K
34.34
10 CAMH
O
R
34.49
11 HICK
O
R
Y
35.26
8 WATE
R
O
A
K
35.27
8 IN OAK
28.83
21" LIVE OAK
S
F
FIRE TRUCK
CIRCULATION
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
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\
0
7
8
3
7
0
0
0
\
C
I
V
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L
\
E
X
H
I
B
I
T
S
\
2
0
2
6
-
0
2
-
1
1
F
i
r
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T
r
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k
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x
h
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\
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-
1
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:
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1
1
M
a
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2
0
2
6
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1
3
:
5
6
1
07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
C-500
15
7
2
W
W
SV
SV
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
FIRE TRUCK
CIRCULATION
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
Fi
l
e
N
a
m
e
&
L
o
c
a
t
i
o
n
:
G
:
\
P
R
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J
\
0
7
8
3
7
0
0
0
\
C
I
V
I
L
\
E
X
H
I
B
I
T
S
\
2
0
2
6
-
0
2
-
1
1
F
i
r
e
T
r
u
c
k
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x
h
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07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
2 2026-04-07 Comment Response
3 2026-05-11 Comment Response
C-501
15
7
3
G:\PROJ\07837000\WP\REPORTS\STORMWATER\2025-12-16 Stormwater Report\2025-12-12 Garcia Civil Contractors Office Stormwater.Docx
1200 Hillcrest Street
Suite 200
Orlando, Fl. 32803
Telephone: 407-629-4777
Fax: 407-629-7888
www.harriscivilengineers.com
STORMWATER REPORT FOR
Garcia Civil Contractors Office
215 Old Sanford Oviedo Road
Winter Springs, Florida 32807
CITY OF WINTER SPRINGS
STORMWATER REPORT AND CALCULATIONS
Prepared for:
Garcia Holding of Florida LLC
215 Old Sanford FL 32807
Prepared by:
Harris Civil Engineers, LLC.
1200 Hillcrest St.
Orlando, Florida 32803
December 16, 2025
February 12, 2026
Neil D. Wolfe
I am the author
of this document
2026.02.20
15:58:32-05'00'
1574
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
Introduction ................................................................................................................................................... 2
Pre-Development Analysis ........................................................................................................................... 2
Post-Development Analysis .......................................................................................................................... 2
Conclusions ................................................................................................................................................... 2
Pervious and Impervious Area Site Calculations .......................................................................................... 3
Water Quality Calculations ........................................................................................................................... 4
APPENDIX A: SITE DATA/MAPS ........................................................................................................ 6
APPENDIX B: SECONDARY SYSTEM STORMWATER ANALYSIS .............................................. 7
APPENDIX C: STORMWATER REPORT PERMIT NO. 42-117-1115N-ERP .................................... 8
1575
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
Description ft3
Provided Water Quality Per SJRWMD Permit #42-117-11155N-ERP 6417
Required Water Quality Per SJRWMD Permit #42-117-11155N-ERP 6417
Required Water Quality for this project 6417
Introduction
The project site is located at 215 Old Sanford Oviedo Road on the City of Winter Springs, Florida,
32807. The proposed project consists of the demolition of an existing office trailer to be replaced
with a new office building, parking stalls, and a compacted gravel driveway.
Pre-Development Analysis
The existing site encompasses approximately 1.76 acres and drains to an existing on-site retention
pond. The pond was permitted in October 1996 under Permit No. 42-117-1115N-ERP issued by
the St. Johns River Water Management District (SJRWMD). The approved permitting
documentation will be used as the basis for the stormwater calculations for this project.
Post-Development Analysis
The proposed project results in an increase of 4,770 square feet of impervious area. To demonstrate
compliance with applicable requirements, HCE will calculate the required water quality (WQ)
volume for the proposed conditions and evaluate whether it is met by the existing retention pond.
Conclusions
As shown in the water quality calculations in this report, the governing criterion for both pre- and
post-development conditions is one inch of rainfall applied over the overall basin area. The results
indicate that the required water quality volume remains unchanged under the proposed conditions.
Please refer to Appendix B for the secondary system stormwater hydraulic model results.
Thank you for your review. If you have any questions or comments, please contact Neil Wolfe at
(407) 629-4777.
Sincerely,
HARRIS CIVIL ENGINEERS, LLC.
Neil D. Wolfe, PE
Project Manager, Team Leader
1576
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
Project Name:Garcia Civil Contractors Office
HCE Project No.:7837000
Made by:HCE
Date:16-Dec-25
Revised Date:16-Dec-25
DESCRIPTION
PRE-DEVELOPMENT
AREA (ACRES)
POST-DEVELOPMENT
AREA (ACRES)
Pervious 1.271 1.270
Building 0.152 0.213
Pavement 0.344 0.285
Pond 0.000 0.000
TOTAL 1.768 1.768
PRE-DEVELOPMENT Area (s.f.)Area (AC.)
Pervious 55,370 1.271
Buildings 6,640 0.152
Pavement 14,990 0.344
Pond 0 0.000
TOTAL 77,000 1.768
POST-DEVELOPMENT TOTAL Area (s.f.)Area (AC.)
Pervious 55,313 1.270
Buildings 9,280 0.213
Pavement 12,406 0.285
Pond 0 0.000
TOTAL 77,000 1.768
POST-DEVELOPMENT BASIN 1 Area (s.f.)Area (AC.)
Pervious 55,313 1.270
Buildings 9,280 0.213
Pavement 12,406 0.285
Pond 0 0.000
TOTAL 77,000 1.768
PERVIOUS/IMPERVIOUS SURFACE CALCULATIONS
Pervious and Impervious Area Site Calculations
1577
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
Project Name:Garcia Civil Contractors Office Made by:HCE
HCE Project No.:7837000 Date:16-Dec-25
BASIN ANALYSIS (PRE/POST):Pre Development
DETERMINE BASIN RUNOFF CURVE NUMBER - CN
SOIL SOIL AREA
LAND-USE DESCRIPTION NAME GROUP CN (acres)PRODUCT
CvC C 74 1.271 94.06
--98 0.152 14.94
--98 0.344 33.72
--98 0.000 0.00
* See TR-55, pp 2-7, June 1986 TOTALS 1.768 142.73
COMPOSITE CN 81
Rational Coefficient Determination acres coeff.
Impervious 0.50 0.95
Pervious, Lawns sandy soils, average 1.27 0.4
Composite
Water Quality Calculation
acre-ft ft 3
6,417 ft 3 Required
0.147 ac-ft Required
4,187 ft 3 Provided
0.096 ac-ft Provided
OR B) =(2.5") *(Impervious Area)=0.103 4,50612 in/ft
Greater of A) =(1")*(basin area)=0.147 6,41712 in/ft
Pond
Water Quality will be provided Per 40C-42.026(1)(a)4
C =(A i x C i ) + (A p x C p )=0.55Total Area
Pavement
BASIN 1
Open Space - Good
Building
Water Quality Calculations
1578
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
Project Name:Garcia Civil Contractors Office Made by:HCE
HCE Project No.:7837000 Date:16-Dec-25
BASIN ANALYSIS (PRE/POST):Post Development
DETERMINE BASIN RUNOFF CURVE NUMBER - CN
SOIL SOIL AREA
LAND-USE DESCRIPTION NAME GROUP CN (acres)PRODUCT
CvC C 74 1.270 93.97
--98 0.213 20.88
--98 0.285 27.91
--98 0.000 0.00
* See TR-55, pp 2-7, June 1986 TOTALS 1.768 142.76
COMPOSITE CN 81
Rational Coefficient Determination acres coeff.
Impervious 0.50 0.95
Pervious, Lawns sandy soils, average 1.27 0.4
Composite
Water Quality Calculation
acre-ft ft 3
6,417 ft 3 Required
0.147 ac-ft Required
4,826 ft 3 Provided
0.111 ac-ft Provided
OR B) =(2.5") *(Impervious Area)=0.104 4,51812 in/ft
Greater of A) =(1")*(basin area)=0.147 6,41712 in/ft
Pond
Water Quality will be provided Per 40C-42.026(1)(a)4
C =(A i x C i ) + (A p x C p )=0.55Total Area
Pavement
BASIN 1
Open Space - Good
Building
1579
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
APPENDIX A: SITE DATA/MAPS
1580
Figure 1
Site Aerial
Garcia Civil Contractors Office
Winter Springs, Florida
Harris Civil Engineers, LLC
1200 Hillcrest Street
Suite 200
Orlando, Florida 32803
SITE
1581
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
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Project Address:
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07837000
NDW
RCC
NDW
10-31-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
10-31-2025
12/12/25 Response to Comments
EXISTING CONDITIONS
SURVEY
C-010
15
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SITE PLAN
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
Sheet Number:
Project Title:
Project Address:
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07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-18 Comment Response
C-100
15
8
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GRADING & DRAINAGE
PLAN
REVISIONS
#Date Description
HCE Project:
ENGINEER SEAL
Design By:
Drawn By:
Checked By:
Date:
Sheet Title:
Release:
Issued for Review
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Project Title:
Project Address:
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07837000
NDW
RCC
NDW
12-19-2025
215 Old Sanford Oviedo Road
Winter Springs, FL 32807
GARCIA CIVIL
CONTRACTORS
OFFICE
10-31-2025
12-19-2025
2026-02-16 Comment Response
C-200
15
8
4
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
APPENDIX B: SECONDARY SYSTEM STORMWATER
ANALYSIS
1585
Scenario: Base
CM-7
CM-1
CM-5
CM-4
CM-3 CM-2
CM-11
CM-6
CM-10
CM-9 CM-8
C O -3
C O -2 (1 )
O-1
CB-20
CB-10
CB-15
CB-14
CB-23 CB-16
CB-13
CB-22
CB-1
CB-12
CB-21
CB-19
MH-5
MH-6
2026-02-11 Stormwater Model.stsw
StormCAD
[24.00.03.27]
2/12/2026 Page 1 of 1
1586
FlexTable: Lateral Table
ID Label Start Node Invert (Start)
(ft)
Stop Node Invert (Stop)
(ft)
Diameter
(in)
Material Length (Scaled)
(ft)
Slope (Calculated)
(ft/ft)
Flow
(cfs)
66 L-7 CB-10 30.41 Tap-9 30.39 4.0 PVC 2.0 0.008 0.06
73 L-9 CB-12 30.41 Tap-12 30.24 4.0 PVC 2.1 0.081 0.02
76 L-10 CB-13 30.41 Tap-13 29.89 4.0 PVC 14.3 0.037 0.13
79 L-11 CB-14 30.41 Tap-14 29.52 4.0 PVC 14.2 0.062 0.13
82 L-12 CB-15 30.41 Tap-15 29.05 4.0 PVC 2.2 0.627 0.06
93 L-13 CB-16 30.41 MH-5 29.18 4.0 PVC 4.9 0.252 0.06
100 L-15 CB-19 30.41 Tap-17 29.19 4.0 PVC 4.8 0.251 0.13
103 L-16 CB-20 30.41 Tap-18 28.83 4.0 PVC 4.6 0.343 0.14
106 L-17 CB-21 30.41 Tap-19 29.21 4.0 PVC 1.7 0.700 0.03
109 L-18 CB-22 30.41 Tap-20 28.54 4.0 PVC 2.5 0.755 0.06
112 L-19 CB-23 30.41 Tap-21 28.41 4.0 PVC 3.2 0.634 0.03
2026-02-11 Stormwater Model.stsw
StormCAD
[24.00.03.27]
2/12/2026 Page 1 of 1
1587
FlexTable: Catch Basin Table
Label Elevation
(Rim)
(ft)
Elevation
(Invert)
(ft)
Inlet
Drainage
Area
(acres)
Flow
(Captured)
(cfs)
Inlet
Location
Diameter
(in)
Hydraulic
Grade Line (In)
(ft)
CB-1 32.75 30.08 (N/A)0.00 In Sag 36.0 30.41
CB-10 33.75 30.41 0.009 0.06 In Sag 36.0 (N/A)
CB-12 33.75 30.41 0.003 0.02 In Sag 36.0 (N/A)
CB-13 33.75 30.41 0.020 0.13 In Sag 36.0 (N/A)
CB-14 33.75 30.41 0.020 0.13 In Sag 36.0 (N/A)
CB-15 33.75 30.41 0.009 0.06 In Sag 36.0 (N/A)
CB-16 33.75 30.41 0.009 0.06 In Sag 36.0 (N/A)
CB-19 33.75 30.41 0.020 0.13 In Sag 36.0 (N/A)
CB-20 33.75 30.41 0.020 0.14 In Sag 36.0 (N/A)
CB-21 33.75 30.41 0.005 0.03 In Sag 36.0 (N/A)
CB-22 33.75 30.41 0.009 0.06 In Sag 36.0 (N/A)
CB-23 33.75 30.41 0.005 0.03 In Sag 36.0 (N/A)
2026-02-11 Stormwater Model.stsw
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[24.00.03.27]
2/12/2026 Page 1 of 1
1588
FlexTable: Manhole Table
Label Elevation (Rim)
(ft)
Elevation
(Invert)
(ft)
Diameter
(in)
Hydraulic Grade Line (In)
(ft)
MH-5 32.50 29.18 36.0 29.45
MH-6 30.00 28.16 36.0 28.59
2026-02-11 Stormwater Model.stsw
StormCAD
[24.00.03.27]
2/12/2026 Page 1 of 1
1589
FlexTable: Tap Table
ID Label Referenced Link Distance from
End Point
(Scaled)
(ft)
Elevation
(Connection)
(ft)
Notes
65 Tap-9 CO-2(1)1.9 30.39
72 Tap-12 CO-2(1)17.4 30.24
75 Tap-13 CO-2(1)51.5 29.89
78 Tap-14 CO-2(1)87.2 29.52
81 Tap-15 CO-2(1)133.9 29.05
99 Tap-17 CO-3 32.0 29.19
102 Tap-18 CO-3 67.7 28.83
105 Tap-19 CO-2(1)117.7 29.21
108 Tap-20 CO-2(1)183.8 28.54
111 Tap-21 CO-2(2)8.2 28.41
2026-02-11 Stormwater Model.stsw
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2/12/2026 Page 1 of 1
1590
FlexTable: Catchment Table
Label Outflow
Element
Area (User
Defined)
(acres)
Runoff
Coefficient
(Rational)
Time of
Concentrat
ion
(hours)
Flow (Total
Out)
(cfs)
Catchment
Intensity
(in/h)
CM-1 CB-10 0.009 0.900 0.160 0.06 7.511
CM-2 CB-13 0.020 0.900 0.160 0.13 7.511
CM-3 CB-14 0.020 0.900 0.160 0.13 7.511
CM-4 CB-21 0.005 0.900 0.160 0.03 7.511
CM-5 CB-15 0.009 0.900 0.160 0.06 7.511
CM-6 CB-16 0.009 0.900 0.160 0.06 7.511
CM-7 CB-19 0.020 0.900 0.160 0.13 7.511
CM-8 CB-20 0.020 0.900 0.160 0.14 7.511
CM-9 CB-22 0.009 0.900 0.160 0.06 7.511
CM-10 CB-23 0.005 0.900 0.160 0.03 7.511
CM-11 CB-12 0.003 0.900 0.160 0.02 7.511
2026-02-11 Stormwater Model.stsw
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2/12/2026 Page 1 of 1
1591
FlexTable: Outfall Table
Label Elevation (Ground)
(ft)
Elevation
(Invert)
(ft)
Boundary Condition
Type
Elevation (User
Defined Tailwater)
(ft)
Hydraulic Grade
(ft)
O-1 29.00 27.60 Free Outfall 28.00
2026-02-11 Stormwater Model.stsw
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1592
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
10 year storm – System Profile
1593
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
10 year storm – System Profile
1594
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
25 year storm – System Profile
1595
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
25 year storm – System Profile
1596
GARCIA CIVIL CONTRACTORS OFFICE
STORMWATER REPORT
APPENDIX C: STORMWATER REPORT
PERMIT NO. 42-117-1115N-ERP
1597
1598
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1599
PRE DEVELOPMENT HYDROGRJ\PHS
A'i JSI') ci' o)
BASIN NUMBER I (7 1
TOTAL AREA
PERVIOUS AREA 77,0
TO NODE NUMBER 1 0 C7
ASPHPALT AREA 0
ROOF AREA
CONCRETE AREA
DRIVEWAY AREA
IMPERVIOUS AREA
WATER SURFACE AREA @ ELEVATION
SCS HYDRAULIC SOIL GROUP KF 3 TYPE OF COVER /4L1HO.
SCS RUNOFF CURVE NUMBER - PERVIOUS AREA = ('T
SCS RUNOFF CURVE NUMBER - IMPERVOUS AREA =
SCS RUNOFF CURVE NUMBER - WATER AREA =
SCS COMPOSITE CURVE NUMBER =
SCS COMPOSITE CURVE NUMBER =
TIME OF CONCENTRATION =
(SEE NEXT PAGE)
1600
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - PRE
10/02/1996
BASIN NAME 101
NODE NAME 100
TIME INCREMENT (mm) 5.00
RAINFALL FILE SCSIIMOD
RAIN AMOUNT (in) 8.60
STORM DURATION (hrs) 24.00
AREA (ac) 1.77
CURVE NUMBER 69.00
DCIA () : .00
TC (mins) 10.00
LAG TIME (hrs) .00
BASIN STATUS ONSITE
BASIN QMX (Cf s) TMX (hrs) VOL (in) NOTES
101 5.90 11.92 4.86 PRE-DEVELOPMENT 25YR/24HR EVENT
L-I1E,JT
PEA 0/5 M = c ,
1601
POST DEVELOPMENT HYDROGRAPHS
Os177cJ
BASIN NUMBER 1 0
TOTAL AREA 77)
PERVIOUS AREA
IMPERVIOUS AREA 5f
TO NODE NUMBER I
ASPHPALT AREA
ROOF AREA C(#1O F
CONCRETE AREA SI
DRIVEWAY AREA VJk
WATER SURFACE AREA @ ELEVATION
SCS HYDRAULIC SOIL GROUP Y$#)4 6 TYPE OF COVER e4S3 'P4j,,'
SCS RUNOFF CURVE NUMBER - PERVLOUS AREA = (a'9
SCS RUNOFF CURVE NUMBER - IMPERVOUS AREA =
SCS RUNOFF CURVE NUMBER - WATER AREA = 1
SCS COMPOSITE CURVE NUMBER =
SCS COMPOSITE CURVE NUMBER = 77. /5
TIME OF CONCENTRATION =
(SEE NEXT PAGE)
lc' 1)IJ.
1602
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
BASIN NAME 101 102
NODE NAME 100 999
TIME INCREMENT (mm) 5.00 5.00
RAINFALL FILE SCSIIMOD SCSII-24
RAIN AMOUNT (in) 8 .60 8 . 60
STORM DURATION (hrs) 24.00 24.00
AREA (ac) 1.77 1.00
CURVE NUMBER 77 .15 1. 00
DCIA (%) .00 .00
TC (mins) 10.00 1.00
LAG TIME (hrs) .00 .00
BASIN STATUS ONSITE ONSITE
BASIN QMX (cfs) TMX (hrs) VOL (in) NOTES
101 7.03 11.92 5.84 POST
102 4 .00 .00 .00 RECEIVING BODY
V6 qa P,4}7
p ia 77 cLiT1,
1603
S -i/P1 C..1T7 "-''
Q-(4giJ DT&7/Q,'
1". 7Thi suE
!ji1P/ZtA'L'i
Z" 11,'iO'7 3V7 ir'
... fROtiO FoiZ. (tj1/ F::i-; L-4L)T t4L,E.
1604
S4/S72R't D17
ovo
c't/k7fZ QL1L'r'(
AV Ar pp71 --
0
Vccuw
, oiri P1
o,0r7 a fQ,t,!7.iIl
o.;1
>( S,SI
L,11LI = ZS,sl
S
1'? 1J
1605
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION POST
10/02/1996
CONTROL PARAMETERS
START TIME:
END TIME:
TO TIME
(hours)
100.00
.00
24.00
SIMULATION INC
(secs)
150.00
PRINT INC
(mins)
15.00
RUNOFF HYDROGRAPH FILE: DEFAULT
OFFSITE HYDROGRAPH FILE: DEFAULT
BOUNDARY DATABASE FILE: NONE
NOTE:
1606
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
NODE NODE INI STAGE X-COOR Y-COOR LENGTH STAGE AREA/TIME
NAME TYPE (ft) (ft) (ft) (ft) (ft) (ac)/(hr)
100 AREA 27.000 .000 .000. .000 27.000 .045
30.000 .118
999 TIME 23.000 .000 .000 .000 23.000 .000
24.000 24.000
1607
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline hn, Inc.
MASTER CONSTRUCTION POST
10/02/1996
>>REACH NAME : 1
FROM NODE : 100
TO NODE : 999
REACH TYPE : RECTANGULAR WEIR/GATE/ORIFICE, VILLEMONTE EQ.
FLOW DIRECTION : POSITIVE AND NEGATIVE FLOWS ALLOWED
CREST EL. (ft) 29.500 CREST LN. (ft) : 24.000 OPENING (ft) : 999.000
WEIR COEF.: 3.000 GATE COEF.: .600 NUNEER OF ELEM.: 1.000
NOTE:
- -
.,-_
-
5-'cw 'i'
-.-._.. :-.
I I
z .SO
Jp I
__
74' t'j,a' y ojcr i 71 W
_47 EL q77a-) o-6 rwe
EL &AC1E5 V-/-j Z'.3o T/E x.js '/*7Z. -'1LL f'47 T.
1608
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
REACH SIJNMARY
INDEX RCHAME FRNNODE TONODE REACH TYPE
1 1 100 999 RECTANGULAR WEIR/GATE/ORIFICE, VILLEMONTE EQ
1609
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
NODE
ID
100
999
NODAL MAXIMUM CONDITIONS REPORT
INFLOW ------- >1
STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(ft) (af) (cfs) (cfs) (cfs) (cfs)
6:42
: :
1610
'Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
NODAL MIN/MAX/TIME CONDITIONS REPORT
1<-- MINIMUMS -->1 1<-- MAXIMUMS -->
NODE ID PARAMETER VALUE TIME (hr) VALUE TIME (hr)
100 STAGE (ft): 27.00 4.75 29.63 12.00
VOLUME (af): .00 4.75 .21 12.00
RUNOFF (cfs): .00 4.75 6.42 12.00
OFFSITE (cfs): .00 24.00 .00 24.00
OTHER (cfs) : .00 24.00 .00 24.00
OUTFLOW (cfs): .00 11.50 3.43 12.00
999 STAGE (ft) : 23.00 .00 24.00 24.00
VOLUME (af) : .00 11.75 66 24.00
RUNOFF (cfs) : .00 24.00 .00 24.00
OFFSITE (cfs) : .00 24.00 .00 24.00
OTHER (cfs) : .00 11.50 3.43 12.00
OUTFLOW (cfs) : .00 24.00 .00 24.00
1611
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
NODAL STAGE/VOLUME/FLOW REPORT
NODE ID: 100
1< INFLOW ------- >1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs)
.00 27.00 .00 .00 .00 .00 .00
.25 27.00 .00 .00 .00 .00 .00
.50 27.00 .00 .00 .00 .00 .00
.75 27.00 .00 .00 .00 .00 .00
1.00 27.00 .00 .00 .00 .00 .00
1.25 27.00 .00 .00 .00 .00 .00
1.50 27.00 .00 .00 .00 .00 .00
1.75 27.00 .00 .00 .00 .00 .00
2.00 27.00 .00 .00 .00 .00 .00
2.25 27.00 .00 .00 .00 .00 .00
2.50 27.00 .00 .00 .00 .00 .00
2.75 27.00 .00 .00 .00 .00 .00
3.00 27.00 .00 .00 .00 .00 .00
3.25 27.00 .00 .00 .00 .00 .00
3.50 27.00 .00 .00 .00 .00 .00
3.75 27.00 .00 .00 .00 .00 .00
4.00 27.00 .00 .00 .00 .00 .00
4.25 27.00 .00 .00 .00 .00 .00
4.50 27.00 .00 .00 .00 .00 .00
4.75 27.00 .00 .00 .00 .00 .00
5.00 27.00 .00 .00 .00 .00 .00
5.25 27.00 .00 .01 .00 .00 .00
5.50 27.00 .00 .01 .00 .00 .00
5.75 27.01 .00 .02 .00 .00 .00
6.00 27.01 .00 .03 .00 .00 .00
6.25 27.02 .00 .04 .00 .00 .00
6.50 27.03 .00 .04 .00 .00 .00
6.75 27.05 .00 .06 .00 .00 .00
7.00 27.06 .00 .06 .00 .00 .00
7.25 27.08 .01 .08 .00 .00 .00
7.50 27.10 .01 .08 .00 .00 .00
7.75 27.12 .01 .10 .00 .00 .00
8.00 27.15 .01 .11 .00 .00 .00
8.25 27.18 .01 .13 .00 .00 .00
8.50 27.21 .02 .15 .00 .00 .00
8.75 27.25 .02 .16 .00 .00 .00
9.00 27.30 .02 .19 .00 .00 .00
9.25 27.35 .03 .21 .00 .00 .00
9.50 27.40 .03 .22 .00 .00 .00
9.75 27.47 .04 .27 .00 .00 .00
10.00 27.54 .04 .29 .00 .00 .00
10.25 27.62 .05 .37 .00 .00 .00
10.50 27.72 .06 .40. .00 .00 .00
10.75 27.84 .07 .52 .00 .00 .00
1612
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1. 30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
NODAL STAGE/VOLUME/FLOW REPORT
NODE ID: 100
1< INFLOW ------- >1
TIME STAGE VOLUME RUNOFF OFFSITE OTHER OUTFLOW
(hrs) (ft) (af) (cfs) (cfs) (cfs) (cfs)
11.00 27.98 .08 .64 .00 .00 .00
11.25 28.17 .10 .85 .00 .00 .00
11.50 28.54 .13 2.04 .00 .00 .00
11.75 29.52 .20 5.69 .00 .00 .24
12.00 29.63 .21 6.42 .00 .00 3.43
12.25 29.61 .21 3.74 .00 .00 2.60
12.50 29.61 .21 2.70 .00 .00 2.66
12.75 29.57 .21 1.41 .00 .00 1.47
13.00 29.56 .21 1.04 .00 .00 1.06
13.25 29.55 .21 .84 .00 .00 .85
13.50 29.55 .21 .73 .00 .00 .74
13.75 29.54 .21 .65 .00 .00 .66
14.00 29.54 .21 .61 .00 .00 .61
14.25 29.54 .21 .54 .00 .00 .55
14.50 29.54 .21 .50 .00 .00 .51
14.75 29.53 .21 .44 .00 .00 .45
15.00 29.53 .21 .46 .00 .00 .46
15.25 29.53 .21 .44 .00 .00 .44
15.50 29.53 .21 .39 .00 .00 .40
15.75 29.53 .21 .38 .00 .00 .38
16.00 29.53 .21 .34 .00 .00 .34
16.25 29.53 .21 .34 .00 .00. .34
16.50 29.53 .21 .33 .00 .00 .33
16.75 29.53 .21 .33 .00 .00 .33
17.00 29.53 .21 .31 .00 .00 .31
17.25 29.53 .21 .31 .00 .00 .31
17.50 29.52 .21 .28 .00 .00 .28
17.75 29.52 .20 .24 .00 .00 .25
18.00 29.52 .21 .28 .00 .00 .27
18.25 29.52 .21 .28 .00 .00 .28
18.50 29.52 .21 .26 .00 .00 .27
18.75 29.52 .20. .24 .00 .00 .24
19.00 29.52 .20 .23 .00 .00 .23
19.25 29.52 .21 .26 .00 .00 .26
19.50 29.52 .20 .23 .00 .00 .23
19.75 29.52 .20 .23 .00 .00 .23
20.00 29.52 .20 .23 .00 .00 .23
20.25 29.52 .20 .21 .00 .00 .21
20.50 29.52 .20 .19 .00 .00 .20
20.75 29.52 .20 .20 .00 .00 .20
21.00 29.52 .20 .19 .00 .00 .20
21.25 29.52 .20 .21 .00 .00 .2].
21.50 29.52 .20 .19 .00 .00 .19
21.75 29.52 .20 .21 .00 .00 .20
1613
Advanced Interconnected Channel & Pond Routing (adICPR Ver 1.30)
Copyright 1989-1990, Streamline Technologies, Inc.
MASTER CONSTRUCTION - POST
10/02/1996
NODAL STAGE/VOLUME/FLOW REPORT
NODE ID: 100
TIME STAGE VOLUME
(hrs) (ft) (af)
22.00 29.52 .20
22.25 29.52 .20
22.50 29.52 .20
22.75 29.52 .20
23.00 29.52 .20
23.25 29.52 .20
23.50 29.52 .20
23.75 29.52 .20
24.00 29.51 .20
1< INFLOW ------- >1
RUNOFF OFFSITE OTHER OUTFLOW
(cfs) (cfs) (cfs) (cfs)
.18 .00 .00 .19
.21 .00 .00 .20
.17 .00 .00 .18
.18 .00 .00 .18
.17 - .00 .00 .17
.17 .00 .00 .17
.16 .00 .00 .16
.13 .00 .00 .14
.07 .00 .00 .09
1614
a-
2PA1cJJA/-"4?-')/JS
,tJkT,t 2-'4C./Ty
7/t QL./.rr>/
w
13.o IA1/HI.
(sE
1615
MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
POND NAME/No. : MASTER CONSTRUCTION
MANUAL RUNOFF DATA
UNSATURATED ANALYSIS EXCLUDED
Pond Bottom Area 871 .00 ft2
Pond Volume between Bottom & DHWL 12020.00 ft3
Pond Length to Width Ratio (L/W) 2.00
Elevation of Effective Aquifer Base 22.00 ft
Elevation of Seasonal High Groundwater Table 25.00 ft
Elevation of Pond Bottom 27.00 ft
Is there overflow? y
Ave. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.05
Unsaturated Vertical Hydraulic Conductivity 17.30 ft/d
Factor of Safety 2.00
Saturated Horizontal Hydraulic Conductivity 26.00 ftld
Ave. Effective Storage Coefficient of Soil for Saturated Analysis 0.11
Average Effective Storage Coefficient of Pond 1 .00
Hydraulic Control Features:
Top Bottom Left Right
Groundwater Control-Y/N N N N N
Distance to Edge of Pond 0.00 0.00 0.00 0.00
Elevation of Water Level 0.00 0.00 0.00 0.00
Impervious Barrier - YIN N N N N
Elevation of Barrier Bottom 0.00 0.00 0.00 0.00
1616
MODRET
ELEVATION VS OVERFLOW RELATIONSHIP
V_NOTCH, SHARP & BROAD CRESTED WEIRS
Structure Type: BROAD CRESTED
Crest Elevation 29.50 ft
Crest Length 24.00 ft
Coefficient of Discharge 3.31
Weir Flow Exponent 1 .50
Number of Contractions 2.00
Design High Water Level Elevation 28.13 ft
Friday, 10/25/1996
1617
STRESS
PERIOD
NUMBER
UN SAT
2
3
4
5
6
7
8
9
10
11
MODRET
TIME - RUNOFF INPUT DATA
Pond Name / No.: MASTER CONSTRUCTION
INCREMENT VOLUME STRESS INCREMENT
OF TIME OF RUNOFF PERIOD OF TIME
(hrs) (ft3) NUMBER (his)
0.00 0.00
1.00 6417.00
3.00 0.00
4.00 0.00
4.00 0.00
4.00 0.00
4.00 0.00
4.00 0.00
24.00 0.00
24.00 0.00
24.00 0.00
24.00 0.00
VOLUME
OF RUNOFF
(ft3)
Friday, 10/25/1996
1618
MODRET
SUMMARY OF RESULTS TABLE FORMAT
Pond Name I No.: MASTER CONSTRUCTION
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW (hrs) (feet) RATE (cfs) RATE (cfs) (ft3)
00.00 - 0.00 25.000 0.000 *
0.00
0.00 25.000 0.10106
0.09631 0.00
1.00 27.571 0.09156
0.07732 0.00
4.00 27.492 0.06887
0.05762 0.00
8.00 27.414 0.05128
0.04494 0.00
12.00 27.353 0.04103
0.03712 0.00
16.00 27.303 0.03453
0.031 95 0.00
20.00 27.260 0.03026
0.02856 0.00
24.00 27.221 0.02728
0.01 958 0.00
48.00 27.062 0.01735
0.01512 0.00
L72.00 26.93J 0.01374
0.01 235 0.00
96.00 26.839 0.01145
0.01055 0.00
120.00 26.753
Page 1
1619
DYNAMIC TESTING & ENGINEERING, INC.
CONSULTING ENGINEERS
CIVIL - ENVIRONMENTAL - GEOTECHNICAL - MATERIALS TESTING
July 10, 1996
Project No. 96-0723
Mr. Jimmy Fortn.er
Master Construction
1950 LeeRoad suite 224
Winter Park, Florida 32789
RE: Preliminary Soil Investigation
for the Proposed Commercial Building
Master Construction Company
Old Sanford Oviedo Road, Oviedo
Dear Mr. Fortner:
Submitted herein is the report of the preliminary subsurface soils investigation for
the above referenced site. This work was authoiized by you and was peiformed in
general accordance with our recent discussions.
Should. you have any questions regarding this report, please contact us.
GMC/cl
Very truly yours,
,
Govin?i M. Chaudhari, P.E.
Senior Project Engineer
1495 S. VOLUSIA AVE., P.O. BOX 741008, ORANGE CITY, FL 32774-1008, (904) 775-4855
815 ORIENTA AVE., SUITE 106, ALTAMONTE SPRINGS, FL 32701 (407) 830-9995
1620
DYNAMIC TESTING & ENGINEERING, INC.
Project No. 96-0723
Master Construction Company
Old Sanford Oviedo Road, Oviedo
July 10, 1996
FIELD DATA AND INVESTIGATION
Our field investigation was conducted on June 28, 1996. Two (2) - five (5) and one (1) - seven
(7) foot auger borings and a series of shallow probes were performed within the subject site. The
purpose of thi investigation was to determine the suitability of the existing soils for the
construction of a single family residence.
REVIEW OF ENCO UNTERED SOILS
The soils encountered on the referenced site can be generally classified as: Black slightly organic
fine sand, brown fine sand with traces of brown fibrous organic peat, brown fine sand, dark gray
fine sand, light gray fine sand, reddish-brown to brown slightly silty to silty fine sand,
orangish-brown slightly clayey fine sand (FILL) and dark gray fine sand with traces of organics.
The water table was encountered between 4.4' and 2.6' below the existing grade.
1621
DYNAMIC TESTING & ENGINEERING, INC.
Project No. 96-0723
Master Construction Company
Old Sanford Oviedo Road, Oviedo
July 10, 1996
RECOM!i'TENDA TIONS
Based on the soils encountered. during our investigation, the existing soils are suitable for the
proposed construction, however, the Standard penetration Tests should be conducted in order to
determine the load bearing values of the existing soils for the foundation design of the proposed
buildings..
1622
DYNAMIC TESTING & ENGINEERING, INC.
Project No. 96-0723
Master Construction Company
Old Sanford Oviedo Road, Oviedo
July 10, 1996
SUMMARY
Subject to the above recommendations, the site is considered satisfactory for the coistmction of
the proposed commercial building. The analysis and recommendations submitted in his report are
based upon the data obtained from the soil borings performed at the location shown on the
attached boring logs. This report does not reflect any variations that may occur over the
remaining portion of the subject site. The nature and extent of variations over the site may not
become evident until during the course of construction. If variations then appear evident, it will
be necessary for a re-evaluation of the recommendations of this report after performing on site
observations during the construction period and noting the characteristics of any variations.
This investigation and analysis cover only the soil zone and deposits normally influenced by the
proposed construction. Furthermore, this study does not deal with the possibility of eventual
sinkhole development at the site. Deep structural borings, geophysical investigations, or
resistivity surveys would have to be conducted in order to evaluate the structural condition and
stability of soil and rock formations and is beyond the scope of our investigation.
1623
a,
HOEING LOG PROJECT # 96-0723
Master Construction rnOJECTNAME
CLIENT Master Construction
PflOJECT LOCATION Old Sanford Oviedo Road
Oviedo
BORING AB-1 Sheet 1 O 1
Location Of Boring Center of proposed 40.0'
X 50.0' warehouse 25' North of North Center
of existing pole barn.
Depth 01 Groundwater Table
Ground Elevation N/A
Engineer GMC Checked By
8or'irg Started 6/28/96 Completed On 6/28/96
Depth 5.0' Drilled By AWE
DEPTH
IN FEET DESCRIPTION OF SOIL PR REMARKS
Back Slightly Organic Fine Sand
Brown Fine Sand With Traces of Brown Fibrous
Organic Peat
Brown Fine Sand
/ V /
TERM AUGER @ 5.0'
S.
____
/
7.5 V
/ = / 7
7-.
NOTES:
DYNA{IC TESTING & ENGINEERING
1495 SOUTH VOLUSIA AVENUE 815 ORIENIA AVENUE
P.O. 901 741005 904-775-4855 SUITE fi 2OO 4O7-44-4555
ORANGE CITY. FLA. 32774-1008 ALTAONTK SPRINGS. FLA. 32701
1624
i3ORJNG LOG PROJECT # 96-0723
PROJECT NAME Master Construction
CLIENT Master Construction
__________ BORING No. AB-2 Shc& No. 1 01 1
Location Of Boring Center of proposed 50.0'
X 40.0 modular unit office 60' west and
PROJECT LOCATION Old Sanford Oviedo Road 50' South of NE property corner
Oviedo Depth Of Groundwater Table 2.6'
Boring Started 6/28/96 Completed On 6/28/96 Ground Elevation _j/A
Depth 5.0' Drilled By AWE Engineer GMC Checked By
DEPTH DESCRIPTION OF SOIL PR REMARKS
2.5
5.0
7.5
NOTES:
Dark Gray Fine Sand
Light Gray Fine Sand
Reddish-Brown to Brown Slightly Silty to Silty
Fine Sand
TERM AUGER @ 5.0'
DYNAMIC TESTING & ENGINEERING.
1495 SOUTE VOLUSIA AVENUE 515 ORIENTA AVENUE P.O. BOX 741008 904-775-855 SUITE # 2006 407-644-4855
ORANGE CITY, FLA. 32774-1008 ALTAKONTE SPRINGS. FLA. 32701
1625
IiORING LOG PROJECT #
960723 BORING A83 ee 1 ot 1
PflOJECT NAME Master Construction Location Of Boring Proposed retention area
CLIENT Master Construction 40' South and 70' East of NW Property
PROJECT LOCATION Old Sanford Oviedo Road Corner
Oviedo Depth Of Groundwater Table 4.4'
Boring Started 6/28/96 Completed On 6/28/96 Ground Elevation N/A
Uopth '7.0' Drilled ey AWE Engineer GMC Checked By
DEPTH
IN FEET
2.5
5.O
7.
NOTES:
DESCRIPTION OF SOIL
Orangish-Brown Slightly Clayey Fine Sand (FIL
Mixed Dark Grayish-Brown and Light Brown Fine
Sand (FILL)
Dark Gray Fi-ne Sand with Traces of Organics
Gray Fine Sand with traces of Organics
Brown Fine Sand
TERM AUGER @ 7.0'
PR
I RE(ARKS
DYNA1(IC TESTING & ENGINEERING DC.
1495 SOUTh VOLUSIA jYgNug 815 ORIENTA AVENUE
P.O. 801 741006 904-775-4855 SUITE # 2006 407-844-4855
ORANGE CITY. PLA. 32774-1008 ALTAJONTE SPRINGS, FLA. 32701
1626
135 W Central Blvd #820 Orlando, FL 32801 www.makedesignstudios.com
City of Winter Springs
Community Development Department
1126 East State Road 434
Winter Springs, FL 32708 Date: 01.06.2026
To Whom it May Concern:
Per discussion with staff during our pre-application meeting, as traffic study is not required for this
application.
Andrew MacPhee, AIA
m 407.491.4134
e andy@makedesignstudios.com
1627
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 1 of 11
THIS INSTRUMENT WAS PREPARED BY
AND SHOULD BE RETURNED TO:
Anthony A. Garganese
City Attorney of Winter Springs
Garganese, Weiss, D'Agresta & Salzman, P.A.
111 N. Orange Avenue, Suite 2000
Orlando, FL 32802
(407) 425-9566
DEVELOPMENT AGREEMENT
Garcia Civil Contractors
THIS DEVELOPMENT AGREEMENT (“Agreement”) is made and executed this ___
day of _____________, 2026, by and between the CITY OF WINTER SPRINGS, a Florida
municipal corporation located at 1126 E. State Road 434, Winer Springs, Florida 32708 (“City”),
and GARCIA HOLDINGS OF FLORIDA, LLC, a Florida limited liability company with a
principal address at 3361 Rouse Road, Suite 230, Orlando, Florida 32817 (“Developer”).
WITNESSETH:
WHEREAS, Developer is the owner of approximately 1.75 acres, more or less, of real
property located at 215 Old Sanford Oviedo Road, Winter Springs, Florida 32708 (Parcel ID: 34-
20-30-5AW-0000-006A), zoned I-1 (Light Industrial), as more particularly described herein (the
“Property”); and
WHEREAS, Developer has applied for Final Engineering/Site Plan Approval and
Aesthetic Plan Approval in order to construct a permanent pre-engineered (manufactured) building
on the Property to be used as space for the offices of Garcia Civil Contractors, and to construct
other related improvements on the Property; and
WHEREAS, pursuant to Chapter 20, Zoning, Article II, Division 1, Section 20-29.1 of the
Winter Springs City Code (“City Code”), a community workshop for the Project was held on April
01, 2026; and
WHEREAS, Section 20-29(c) of the City Code requires that all site plans shall be binding
on the use of the subject property and, further, that as a condition of approval by the City
Commission, all development projects requiring a community workshop pursuant to Section 20-
FOR RECORDING DEPARTMENT USE ONLY
1628
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 2 of 11
29.1 of the City Code shall be required to be memorialized in a binding development agreement;
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.
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 incorporated herein by
this reference.
2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal
Home Rule Powers Act, Chapter 166, Florida Statutes.
3.0 The Property. The real property subject to this Agreement has an address
of 215 Old Sanford Oviedo Road, Winter Springs, Florida 32708, a tax parcel identification
number of 34-20-30-5AW-0000-006A, and 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 sole expense,
design, permit, and construct a five thousand square foot (5,000 sq. ft.) pre-manufactured office
building on the Property as well as supporting infrastructure, stormwater improvements, lighting,
and parking areas.
(Hereinafter the project description and requirements are referred to as the “Project”).
The Developer shall construct the Project in a manner consistent with the approved Final
Engineering/Site Plans and Aesthetic Plans that are on file with the City with the following file
numbers, and consistent with the requirements contained in this Agreement:
File No.: FEDP-2026-0023
File No.: AERV-2026-0014
File No.: DVAG-2026-0014
For convenience, a copy of the Site Plan is attached hereto as Exhibit “B,” and is fully
incorporated herein by this reference. Exhibit “B” is provided for reference purposes only. The
official and controlling copy of the Final Engineering/Site Plan is maintained in File No. FEDP -
__________________, which shall govern in all respects, including the resolution of any
inconsistencies or conflicts with Exhibit “B.” The official copy should be reviewed for the
complete and authoritative specifications, requirements, and other content of the Final
Engineering/Site Plan.
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DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 3 of 11
4.1 Specific Conditions of Approval. Specific conditions of approval for
the above-referenced Site/Final Engineering Plans and Aesthetic Review include the
following, which are also addressed in the Staff Report for the Final Engineering/Site Plan,
Aesthetic Plan:
1. Construction of the office building on the site shall not begin until
site preparation work is substantially complete.
2. All grass areas on the Property shall use Bahia grass. No St.
Augustine grass shall be permitted. No grass types with low drought
tolerance shall be permitted.
5.0 Future Permitting. The Developer shall be required to obtain building permits
and substantially commence vertical construction of all buildings, which shall at a minimum
include building foundations, 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 they have the power and authority to execute, deliver and perform the
terms and provisions of this Agreement and have taken all necessary action to authorize the
execution, delivery, and performance of this Agreement. This Agreement will, when duly executed
and delivered by the City and 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 for any action arising out of this
Agreement shall be in Seminole County, Florida, for state actions or the Middle District of Florida,
Orlando Division, for federal actions.
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
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DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 4 of 11
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.
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. Strict compliance shall be required with each and every
provision of this Agreement. The parties agree that failure to perform the obligations provided by
1631
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 5 of 11
this Agreement shall result in irreparable damage and that specific performance of these
obligations may be obtained by a suit in equity.
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 building permits
and substantially commence vertical construction of buildings in accordance with the timelines
established in Section 5.0. 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 22.0 above. If the City terminates
this Agreement, the City shall record a notice of termination against the Property in the public
records of Seminole County, Florida.
24.0 Indemnification and Hold Harmless. Developer shall be solely responsible for
designing, permitting, constructing, operating and maintaining this Project. As such, 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.
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DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 6 of 11
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 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 reasonable 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
period 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:
Kevin Sweet, City Manager
City of Winter Springs
1126 East State Road 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, FL 32802
For the Developer:
Eduardo Garcia, Manager
Garcia Holdings of Florida, LLC
3361 Rouse Road, Suite 230
Orlando, Florida 32817
With additional notice to:
Lifeboat Registered Agents, LLC
1633
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 7 of 11
3700 Conway Road, Suite 100
Orlando, Florida 32812
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. Such assignment shall also require the written approval of the City by
amendment to this Agreement, which shall not require a public hearing and shall not be
unreasonably withheld. However, 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.
28.0 Trafficking. As a condition of this contract, the Developer shall attest under
penalty of perjury, that the Developer does not use coercion for labor or services as defined in
Section 787.06(2), Florida Statutes. Attestations shall be documented using a Human Trafficking
Affidavit as provided by the City.
IN WITNESS WHEREOF, the parties hereto attached their hands and seals on the dates
set forth below.
Signed, sealed and delivered in the
Presence of the following witnesses:
CITY OF WINTER SPRINGS
______________________________
Signature of Witness
_____________________________________________
______________________________ Kevin McCann, Mayor
Printed Name of Witness
Date: ________________
______________________________
Address of Witness
______________________________
Signature of Witness
______________________________
1634
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 8 of 11
Printed Name of Witness
______________________________
Address of Witness
ATTEST: APPROVED AS TO FORM
AND LEGALITY
____________________________ ______________________________
Christian Gowan, City Clerk Anthony A. Garganese, City Attorney
CITY SEAL:
STATE OF FLORIDA
COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me by means of (___) physical
presence or (___) online notarization, this ______ day of ___________, 2026, by Kevin McCann,
the Mayor of the City of Winter Springs, a Florida municipal corporation, on behalf of the
corporation, 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: ________________
1635
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 9 of 11
GARCIA HOLDINGS OF
FLORIDA, LLC
______________________________
Signature of Witness
_____________________________________________
______________________________ Print: _________________________
Printed Name of Witness Title: ______________________________________
Date: ________________
______________________________
Address of Witness
______________________________
Signature of Witness
______________________________
Printed Name of Witness
______________________________
Address of Witness
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me by means of (___) physical
presence or (___) online notarization, this ______ day of ___________, 2026,
by____________________, the __________________of Garcia Holdings of Florida, LLC, a
Florida limited 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: ____________________
1636
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 10 of 11
EXHIBIT A
Legal Description of Property
1637
DEVELOPMENT AGREEMENT
City of Winter Springs and Garcia Holdings of Florida, LLC
Page 11 of 11
EXHIBIT B
Overall Site Plan
1638
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Site Plan Review
01/2024 Page 1 of 3
The Community Development Director reserves the right to determine whether this application is complete and
accurate. An incomplete application will not be processed and will be returned to the applicant. The application
shall be reviewed per Florida Statue 419.001. Applications shall be reviewed for sufficiency (completeness) within
thirty (30) calendar days per FL Statue 166.033. By submitting this application, you hereby grant temporary right
of entry for City officials to enter upon the subject property for purposes of evaluating this application.
Site Plan Type
Type of Development: Residential Non-Residential
Preliminary Review Final Review Combined Preliminary/Final Resubmittal Recorded Plat
Project Name: Date:
Applicant/Agent Information
Applicant(s):
Mailing Address:
Email:
Phone Number:
Person Who Will Upload Plans:
Email: Phone#:
Property Owner(s) Name (If Applicant is not the Property Owner)
Name:
Email: Phone #:
Mailing Address:
Phone Number:
Site Information
Project Address:
Parcel ID(s):
Parcel Size:
Existing Use:
Proposed Use:
Zoning District:
Future Land Use:
Andrew MacPhee / Make Design Studios
135 W Central Blvd, Suite 820, Orlando, FL 32801
andy@makedesignstudios.com
407-491-4134
Andrew MacPhee / Make Design Studios
andy@makedesignstudios.com 407-491-4134
Garcia Civil Contractors Office 12/19/2025
3361 Rouse Rd, Suite 240, Orlando, FL 32817
eddy@garciacivil.com
Eduardo Garcia / Garcia Holdings of Florida
407-744-2790
407-744-2790
215 Old Sanford Oviedo Rd, Winter Springs, FL 32708
34-20-30-5AW-0000-006A
1.75 acres
Open Storage
Open Storage
I-1 Light Industrial District
Industrial
1639
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Site Plan Review
01/2024 Page 2 of 3
Is the property located in the Town Center District? _____Yes _____No
Is the property within the S.R. 434 Corridor Overlay District? _____Yes _____No
Is the property located in the Greeneway Interchange Zoning District? _____Yes _____No
The Planning and Zoning Board/Local Planning Agency shall review Site Plan Applications and make a written
recommendation to the City Commission. The City Commission shall render all final decisions regarding
Preliminary and Final Engineering Plans and may impose reasonable conditions on any approved plans to the extent
deemed necessary and relevant to ensure compliance with applicable criteria and other applicable provisions of the
City Code and Comprehensive Plan. All formal decisions shall be based upon the applicable criteria as set forth in
the City’s Code of Ordinances Chapter 9, Land Development and Chapter 20, Zoning.
Applicants are advised, that if they decide to appeal any decisions made at the meetings or hearings, with respect to
any matter considered at the meetings or hearings, they will need a record of the proceedings and, for such purposes,
they will need to ensure that a verbatim record of the proceedings is made, at their cost, which includes the testimony
and evidence upon which the appeal is to be based, per 286.0105, Florida Statutes.
Application Fees
Fees are as reflected on the Fee Schedule plus actual costs incurred for advertising or notification, and
reimbursement for technical, and/or professional services which may be required in connection with the review,
inspection, or approval of any development (based on accounting submitted by the City Consultant), payable prior
to approval of the pertinent stage of development.
1640
1641
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Aesthetic Review
01/2024 Page 1 of 5
The Community Development Director reserves the right to determine whether this application is complete
and accurate. An incomplete application will not be processed and will be returned to the applicant. The application
shall be reviewed per Chapter 9–Aesthetic Review Sec.9-605. All applications shall be reviewed for sufficiency
(completeness) within thirty (30) calendar days per FL Statue 166.033. Once the application is deemed sufficient,
the applicant shall move forward with the Community Workshop, required per Chapter 20–Zoning Sec.20-29.1.
All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be
heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative.
Applicants are further advised that a Conditional Use is quasi-judicial in nature. Therefore, APPLICANT
ACKNOWLEDGES and AGREES, by signing below, that he or she:
• May be sworn-in as a witness in order to provide testimony to the City Commission;
• Shall be subject to cross-examination by party intervenors (if requested); and
• Shall be required to qualify expert witnesses, as appropriate.
Applicants are encouraged to familiarize themselves with Chapter 2 – Administration Sec. 2-30 of the Winter
Springs City Code relating to Quasi-Judicial Rules and Procedures of the City Commission. All Aesthetic Review
recommendations shall be based from the required information/documentation provided, the Winter Springs Code
of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable).
The City Commission (CC) shall render all final decisions regarding Aesthetic Review and may impose reasonable
conditions on any approved Aesthetic Review to the extent deemed necessary and relevant to ensure compliance
with applicable criteria and other applicable provisions of the Winter Springs Code of Ordinances and the Winter
Springs Comprehensive Plan. All formal decisions shall be based on competent substantial evidence and the
applicable criteria as set forth in Chapter 9, Aesthetic Review Standards. Applicants are advised that if, they decide
to appeal any decisions made at the meetings or hearings with respect to any matter considered at the meetings or
hearings, they will need a record of the proceedings and, for such purposes, they will need to insure that a verbatim
record of the proceedings is made, at their cost, which includes the testimony and evidence upon which the appeal
is to be based, per Florida Statute 286.0105.
An Aesthetic Review Approval by the City Commission under this article shall be valid for a maximum of eighteen
(18) months from the date the city commission renders its approval at a public meeting. If the applicant fails to
obtain a building permit within the eighteen (18) month period, the city commission's approval shall expire at the
end of the period. However, once a building permit is issued, the approval shall be valid for a time period equal to
the permit and shall expire only if the building permit expires. Reasonable extensions may be granted by the city
commission upon good cause shown by the applicant, provided substantial changes have not occurred in the
surrounding area that would make the prior approval inconsistent with the criteria set forth in Chapter 9-Aesthetic
Review Sec.9-9603
1642
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Aesthetic Review
01/2024 Page 2 of 5
REQUIRED INFORMATION
Applicant(s): Date:
Mailing address:
Email:
Phone Number:
Property Owner(s):
Mailing Address:
Email:
Phone Number:
Project Name:
Property Address:
Parcel ID(s):
Parcel Size:
Existing Use:
List all witnesses that the applicant intends to present to the City Commission to provide testimony:
Describe with specificity any evidence which the applicant intends to present to the City Commission,
including oral factual testimony, maps, photographs, records or reports and/or expert testimony:
Attach all documentary evidence which the applicant intends to present to the city commission to the back of this
application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and
documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted
at the city commission hearing if not submitted at least seven (7) days prior to such hearing.
Andrew MacPhee / Make Design Studios 12/19/2025
135 W Central Blvd, Suite 820, Orlando, FL 32801
andy@makedesignstudios.com
407-491-4134
Eduardo Garcia / Garcia Holdings of Florida
3361 Rouse Rd, Suite 240, Orlando, FL 32817
eddy@garciacivil.com
407-744-2790
Garcia Civil Contractors Office
215 Old Sanford Oviedo Rd, Winter Springs, FL 32708
34-20-30-5AW-0000-006A
1.75 acres
Open Storage
Andrew MacPhee and Eddy Garcia
The submitted drawings constitute any evidence intended to be presented.
1643
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Aesthetic Review
01/2024 Page 3 of 5
Criteria for Review
1. The plans and specifications of the proposed project indicate that the setting, landscaping, proportions,
materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a
harmonious manner relevant to the particular proposal, surrounding area and cultural character of the
community.
2. The plans for the proposed project are in harmony with any future development which has been formally
approved by the City within the surrounding area.
3. The plans for the proposed project are not excessively similar or dissimilar to any other building, structure
or sign which is either fully constructed, permitted but not fully constructed, or included on the same
permit application, and facing upon the same or intersecting street within five hundred (500) feet of the
proposed site, with respect to one or more of the following features of exterior design and appearance:
a. Front or side elevations;
b. Size and arrangement of elevation facing the street, including reverse arrangement; or
c. Other significant features of design such as, but not limited to: materials, roof line, hardscape
improvements, and height or design elements.
4. The plans for the proposed project are in harmony with, or significantly enhance, the established
character of other buildings, structures or signs in the surrounding area with respect to architectural
specifications and design features deemed significant based upon commonly accepted architectural
principles of the local community.
5. The proposed project is consistent and compatible with the intent and purpose of this article, the
Comprehensive Plan for Winter Springs, design criteria adopted by the City (e.g. Town Center
guidelines, SR 434 design specifications) and other applicable federal, state or local laws.
6. The proposed project has incorporated significant architectural enhancements such as concrete masonry
units with stucco, marble, termite-resistant wood, wrought iron, brick, columns and piers, porches,
arches, fountains, planting areas, display windows, and other distinctive design detailing and promoting
the character of the community.
1644
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Aesthetic Review
01/2024 Page 4 of 5
REQUIRED DOCUMENTATION
___ A complete Application and applicable fee
___ Minor (Site less than 2 acres)
___ Major (Site greater than 2 acres)
___ Modification of previously approved Aesthetic Review
___ A Legal Description accompanied by a certified survey or the portion of the map maintained by the
Seminole County Property Appraiser reflecting the boundaries of the subject property (To scale).
___ Site Plan
___ Building Elevations (color) illustrating all sides of structures
___ Color rendering illustrating street view with landscaping at time of planting;
___ Illustrations of all walls, fences, and other accessory structures and indication of their height and the
materials proposed for their construction;
___ Signage elevations of proposed exterior permanent signs, outdoor advertising or other constructed
elements other than habitable space, if any;
___ Identification of materials, textures, and colors to be used on all buildings, accessory structures, exterior
signs, and other constructed elements;
___ Other architectural and engineering data as may be requested to clarify the application.
___ For all new commercial development and new residential subdivisions of ten (10) or more lots or existing
commercial buildings being altered by 50 percent or greater of the original floor plan or seating capacity
and requiring a modified site plan, or development agreements process under section 20-28.1 of the City
Code, or as otherwise deemed applicable by the city to relevantly and competently examine an
application for compliance with the city code and the affect and impact the proposed use will have on
neighborhood and surrounding properties, applicants shall be required to submit with the following
additional information referenced in Chapter 20 – Zoning Sec.20.29 Applications (7) – (11).
n/a
n/a
1645
1646
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Development Agreement
01/2024 Page 1 of 4
The Community Development Director reserves the right to determine whether this application is complete
and accurate. An incomplete application will not be processed and will be returned to the applicant. The application
shall be reviewed per all applicable City Codes and the City Comprehensive Plan. Applications shall be reviewed for
sufficiency (completeness) within thirty (30) calendar days per FL Statue 166.033. Once the application is
deemed sufficient, the applicant shall move forward with the Community Workshop, required per Chapter 20–Zoning
Sec.20-29.1.
All applicants shall be afforded minimal due process as required by law, including the right to receive notice, be
heard, present evidence, cross-examine witnesses, and be represented by a duly authorized representative.
Applicants are further advised that a Development Agreement is quasi-judicial in nature. Therefore,
APPLICANT ACKNOWLEDGES and AGREES, by signing below, that he or she:
• May be sworn-in as a witness in order to provide testimony to the City Commission;
• Shall be subject to cross-examination by party intervenors (if requested); and
• Shall be required to qualify expert witnesses, as appropriate.
Applicants are encouraged to familiarize themselves with Chapter 2 – Administration Sec. 2-30 of the Winter
Springs City Code relating to Quasi-Judicial Rules and Procedures of the City Commission. All Development
Agreement recommendations shall be based from the required information/documentation provided, the Winter
Springs Code of Ordinances, and the Winter Springs Comprehensive Plan (to the extent applicable).
The City Commission (CC) shall render all final decisions regarding Development Agreements and may impose
reasonable conditions on any approved Development Agreement to the extent deemed necessary and relevant to
ensure compliance with applicable criteria and other applicable provisions of the Winter Springs Code of
Ordinances and the Winter Springs Comprehensive Plan.
REQUIRED INFORMATION
Applicant(s):
Applicant Signature: Date:
Mailing address:
Email:
Phone Number:
Property Owner(s):
Mailing Address:
Email:
Phone Number:
Andrew MacPhee / Make Design Studios
135 W Central Blvd, Suite 820, Orlando, FL 32801
andy@makedesignstudios.com
407-491-4134
Eduardo Garcia / Garcia Holdings of Florida
3361 Rouse Rd, Suite 240, Orlando, FL 32817
eddy@garciacivil.com
407-744-2790
12/19/2025
1647
CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Development Agreement
01/2024 Page 2 of 4
Property Address:
Parcel ID(s):
Parcel Size:
Project Name:
A general description of the relief sought under this division.
A brief explanation, with applicable supporting competent substantial evidence and documents, as to why
the application satisfies the relevant criteria set forth in the City Zoning Code and City Comprehensive
Plan.
List all witnesses that the applicant intends to present to the City Commission to provide testimony:
Describe with specificity any evidence which the applicant intends to present to the City Commission,
including oral factual testimony, maps, photographs, records or reports and/or expert testimony:
Attach all documentary evidence which the applicant intends to present to the city commission to the back of this
application. The Applicant has a continuing duty to update the list of witnesses, description of evidence, and
documentary evidence throughout the application process. Additional witnesses or evidence will not be admitted
at the city commission hearing if not submitted at least seven (7) days prior to such hearing
215 Old Sanford Oviedo Rd, Winter Springs, FL 32708
34-20-30-5AW-0000-006A
1.75 acres
Garcia Civil Contractors Office
This site is an existing commercial development that has not had a development agreement. On advise from Planning
staff after our site planning pre-application meeting, the property owner is submitting this application.
The owner intends to replace an existing construction office trailer with a permanent building in the same location. The
proposed site development plan is consistent with all City Zoning Code and City Comprehensive Plan requirements.
Andrew MacPhee and Eddy Garcia
The submitted drawing constitute any evidence intended to be presented.
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CITY OF WINTER SPRINGS
COMMUNITY DEVELOPMENT DEPARTMENT
1126 East State Road 434
Winter Springs, Florida 32708
customerservice@winterspringsfl.org
Application – Development Agreement
01/2024 Page 3 of 4
REQUIRED DOCUMENTATION
___ A complete Application and Fee
___ An Electronic copy of the most recent survey of the subject property.
___ An Electronic copy of the Legal Description of the subject property.
___ Documentation and Data supporting the request.
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