HomeMy WebLinkAbout04-14-2026 Agenda PacketOCOEE PLANNING AND ZONING COMMISSION
Ocoee Commission Chambers
1 N. Bluford Avenue
Ocoee, Florida
April 14, 2026 AGENDA 6:15 PM
REGULAR PLANNING AND ZONING COMMISSION MEETING
• CALL TO ORDER
Invocation
Pledge of Allegiance
Roll Call and Determination of Quorum
•CONSENT
Approval of Minutes of the Planning and Zoning Meeting Held on March 10, 2026
• OLD BUSINESS
• NEW BUSINESS
1. Maguire Plaza Large -Scale Preliminary Final Site Plan; Project No. LS-2025-
006 (Development Services Director Lepp)
• MISCELLANEOUS
Project Status Report
Notice: Any person who desires to appeal any decision at this meeting will need a record of the
proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is
made which includes testimony and evidence upon which the appeal is based. Persons with
disabilities needing assistance to participate in any of these proceedings should contact the City
Clerk's Office 48 hours in advance of the meeting.
MORE THAN ONE COMMISSIONER MAY PARTICIPATE OR HEAR DISCUSSIONS REGARDING
A MATTER WHICH WILL COME BEFORE THE COMMISSION FOR ACTION.
Page 1 of 56
OCOEE PLANNING AND ZONING COMMISSION
Ocoee Commission Chambers
1 N. Bluford Avenue
Ocoee, Florida
March 10, 2026 MINUTES 6:15 PM
REGULAR PLANNING AND ZONING COMMISSION MEETING
• CALL TO ORDER
Vice -Chair Forges called the regular session to order at 6:15 PM in the Commission
Chambers of City Hall. The invocation was led by Alternate Member Butler, followed by the
Pledge of Allegiance to the Flag. Recording Clerk Justice called the roll and declared a
quorum present.
Present: Vice -Chair Forges, Members Keller, Galvan, and Alternate Member Butler
Absent: Chair Lomneck and Member Chacon
Also present: Planner Belizaire, Concurrency & Commitment Coordinator McFarlane,
Development Services Director Lepp, Assistant City Manager Rumer, Board Attorney
Johnson, and Recording Clerk Justice
• CONSENT AGENDA
1. Minutes of the Planning and Zoning Commission Meeting held on January 13, 2026.
(6:17 pm)
Motion for Approval of the Consent Agenda: Moved by Member Keller, Seconded by
Member Galvan; Motion carried 4-0 with Chair Lomneck and Member Chacon absent.
Assistant City Manager Rumer introduced new Development Services Director Nick Lepp
and gave a brief overview of his 20-year history of collaborating with the City of Ocoee in
various roles.
• NEW BUSINESS
1. 1248 Verde Pines Court — Thomas Property Variance; Project No. VR-26-05 (Planner
Belizaire)
Planner Belizaire presented a brief overview of the subject property and the requested
variance, explaining that the applicants do not meet the four criteria required to approve a
variance. She advised that Staff recommends denial the variance.
Member Keller inquired about fence requirements on pie -shaped lots, and whether the
Page 2 of 56
Planning & Zoning Commission
March 10, 2026
proposed structure, if it were behind a fence, would be eligible to be placed where it is being
requested. Planner Belizaire responded to his questions.
Vice -Chair Forges asked if the Arden Park South subdivision has recreational amenities.
Assistant City Manager Rumer addressed his question.
Vice -Chair Forges invited the applicant to speak.
Landon Fleming, Contractor for the Applicant, explained that there are plans for a 6' privacy
fence, and that there is an existing screened -in pool in the rear yard which precludes the
pickleball court from being installed there.
Vice -Chair Forges inquired if the applicant had taken the noise level for a pickleball court
into consideration. Mr. Fleming responded in the affirmative and advised that the applicant
has spoken to his surrounding neighbors.
Vice -Chair Forges opened the public hearing.
Karen Corbin, 1242 Verde Pines Court, spoke in opposition to the project, citing drainage
and erosion concerns.
Assistant City Manager Rumer explained the limits of the zoning -specific review for this
stage of proposed project.
Vice -Chair Forges closed the public hearing.
Alternate Member Butler referenced noise complaints associated with other local pickleball
courts and asked with how many surrounding neighbors the applicant had discussed the
proposed project. Mr. Fleming responded to his question.
Vice -Chair Forges commented that he did not see a benefit to neighboring residents in the
installation of a private pickleball court when other amenities are available to all homeowners.
Member Galvan inquired about the slope and elevation where the pickleball court would be
installed. Mr. Fleming responded to his question.
(6:36 pm)
Motion: Move that the Planning and Zoning Commission, acting as the Local Planning
Agency, recommend to the Ocoee City Commission Denial of the 1248 Verde Pines
Court — Thomas Property Variance; Moved by Member Keller, Seconded by Alternate
Member Butler; Motion carried 4-0 with Chair Lomneck and Member Chacon absent.
2. 1460 N. Lakewood PUD - Annexation & Rezoning to PUD (Concurrency & Commitment
Coordinator McFarlane)
Concurrency & Commitment Coordinator McFarlane presented a brief overview of the
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Planning & Zoning Commission
March 10, 2026
subject property and the proposed PUD Land Use Plan. The property is considered logical
and eligible for annexation, and the proposed rezoning aligns with Florida Statutes, the Joint
Planning Area, Comprehensive Plan, and Future Land Use Map. The Development Review
Committee (DRC) and Staff have made recommendations of approval.
Vice -Chair Forges inquired about the ten -foot right-of-way and the proposed curb cuts,
specifically how traffic would enter and exit the subdivision. Concurrency & Commitment
Coordinator McFarlane and Assistant City Manager Rumer addressed his question.
Vice -Chair Forges invited the applicant to speak.
Dave Schmitt, Dave Schmitt Engineering, expressed that City staff have been great to work
with and advised that he and the applicants are available for any questions.
Vice -Chair Forges opened the public hearing.
Bruce Gerry, 1607 N. Lakewood Avenue, spoke in opposition to the project, citing traffic
concerns.
Concurrency & Commitment Coordinator McFarlane explained the traffic methodology
used as part of the project submittal. He further noted that the Comprehensive Plan identifies
N. Lakewood Avenue as a future three -lane roadway. Mr. Gerry referenced recent
development that has increased traffic in the area and asked whether traffic impacts would
be addressed prior to completion of the project. Assistant City Manager Rumer responded
to his inquiry.
Steven Morden, 1631 N. Lakewood Avenue, spoke in opposition to the project, citing traffic
concerns.
Vice -Chair Forges closed the public hearing.
(6:55 pm)
Motion: Move that the Planning and Zoning Commission, acting as the Local Planning
Agency, recommend to the Ocoee City Commission Approval of the 1460 N. Lakewood
PUD — Annexation, Proiect Number AX-12-25-09; Moved by Member Alternate Member
Butler, Seconded by Member Keller; Motion carried 4-0 with Chair Lomneck and
Member Chacon absent.
Motion: Move that the Planning and Zoning Commission, acting as the Local Planning
Agency, recommend to the Ocoee City Commission Approval of the 1460 N. Lakewood
PUD — Rezoning to PUD, Proiect Number RZ-25-12-09; Moved by Member Galvan,
Seconded by Alternate Member Butler; Motion carried 3-1 with Member Keller
opposing and Chair Lomneck and Member Chacon absent.
3. Holiday Inn Express Special Exception; Project No. 15-25-SE-034 (Concurrency &
Commitment Coordinator McFarlane)
31 P a3e
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Planning & Zoning Commission
March 10, 2026
Concurrency & Commitment Coordinator McFarlane presented a brief overview of the
subject property, the proposed project, and its history. The current iteration encompasses a
hotel on a 3.71-acre parcel that is part of the Ladybird Academy PUD, to include C-2 zoning
uses. In accordance with Permitted Use Regulations Table 5-1, Section 5-8A of Article V, a
Special Exception is required to place a hotel on property zoned C-2. He advised that the
Development Review Committee (DRC) recommended approval of the Special Exception
with the condition that if the brand name or user of the hotel changes in the future, a new
Special Exception would be required to be approved by the City Commission.
The Board had no comments or questions.
Vice -Chair Forges invited the applicant to speak.
Russell Maynard, Central Florida Engineering Consultants, explained that the project was
denied in the past due to the allowed length of stay. He advised that the proposed Holiday
Inn Express is a standard hotel.
Vice -Chair Forges opened the public hearing. As no speaker forms were received, the public
hearing was closed.
Vice -Chair Forges stated that he remembered when this project was presented previously,
some of the reasons for denial were the use and concern surrounding the uncertainty whether
the brand would change. He inquired if that was considered with the conditional approval of
this submittal. Concurrency & Commitment Coordinator McFarlane responded in the
affirmative and explained the conditions. Discussion ensued regarding the difference
between changes in user and changes in brand.
Alternate Member Butler requested confirmation that the project was proposed as an
extended -stay the first time it was presented. Concurrency & Commitment Coordinator
McFarlane confirmed that this project was originally proposed as a HomeTowne Studios
extended -stay hotel.
(TO7 pm)
Motion: Move that the Planning and Zoning Commission, acting as the Local Planning
Agency, recommend to the Ocoee City Commission Approval of the Holiday Inn
Express Special Exception, Project Number 15-25-SE-034, conditional upon if the
brand name or user of the hotel changes, a new Special Exception would be required
to be approved by the City Commission; Moved by Member Keller, Seconded by
Alternate Member Butler; Motion carried 4-0 with Chair Lomneck and Member Chacon
absent.
4. Annual Comprehensive Plan Text Amendment to Adopt Five -Year Schedule of Capital
Improvements & Update the Capital Improvement Element (CIE); Project No. CPA-2026-
001 (Concurrency & Commitment Coordinator McFarlane)
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Planning & Zoning Commission
March 10, 2026
Concurrency & Commitment Coordinator McFarlane presented a brief overview of the
Comprehensive Plan and the associated Capital Improvements Element (CIE). He further
explained that the CIE is required to be a part of the Comprehensive Plan by Florida Statutes,
and that the proposed five-year capital improvements program was approved by the City
Commission as part of the Fiscal Year 2025-2026 budget.
Member Keller commented on the police firing range. Assistant City Manager Rumer
addressed his comment.
Vice -Chair Forges opened the public hearing. As no speaker forms were received, the public
hearing was closed.
(7:13 pm)
Motion: Move that the Planning and Zoning Commission, acting as the Local Planning
Agency, recommend to the Ocoee City Commission Approval of the Ordinance to
amend the Capital Improvements Element and update the Five -Year Schedule of
Capital Improvements within the City's Comprehensive Plan in accordance with
Section 163.3177(3), Florida Statutes, Proiect Number CPA-2026; Moved by Member
Keller, Seconded by Alternate Member Butler; Motion carried 4-0 with Chair Lomneck
and Member Chacon absent.
• MISCELLANEOUS
1. Project Status Report
Assistant City Manager Rumer updated the Board with the following:
• The Elan at Crown Point project is being finalized, one building and a retail pad
are forthcoming on the south side
• Oakland Avenue streetscape improvements are complete
• Bluford Avenue Streetscape project plans are at 90%
• Inquiries have been coming in regarding properties along the west side of Ocoee -
Apopka Road, with the potential for good commerce, jobs, and migration of jobs
to the area
• City Center West Orange properties have been divided up and are now under
multiple ownerships; the pads and roads have been installed, and any proposed
changes to the development must fit within the parcels and existing infrastructure
• Roundabouts will be constructed at Geneva Street and Maine Street in
conjunction with the Bluford Avenue Streetscape project
•ADJOURNMENT — 7:17 PM
51F a 5
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Planning & Zoning Commission
March 10, 2026
ATTEST:
Miranda Justice, Recording Clerk Lou Forges, Vice -Chair
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CITY OF OCOEE
PLANNING & ZONING COMMISSION
(Local Planning Agency)
STAFF REPORT
. . Meeting Date: April 14, 2026
floHda Item #: 1
Contact Name: Nick Lepp, Development Services Department Director: Nick Lepp
Director
Subject: Maguire Plaza Large -Scale Preliminary Final Site Plan; Project No. LS-2025-006 (Development
Services Director Lepp)
BACKGROUND SUMMARY:
Owner/Applicant: The applicant/property owner is 51 Maguire Rd LLC, represented by Luis Ortiz.
Site Location: The property is situated at 51 Maguire Road within Commission District 3, west of Maguire Road and
south of the intersection of State Road 438/Franklin Street and Maguire Road.
Property Size and Parcel Identification Number: The subject property previously consisted of three (3) parcels totaling
approximately 3.64 acres. These parcels have since been consolidated into a single lot, assigned parcel ID number
18-22-28-0000-00-096.
Existing Site Conditions: The table below summarizes the property's existing site conditions.
Current Future Land Use
Current Zoning District
Existing Land Use
Overlay/Unique Features
Map (FLUM) Designation
LI (Light Industrial)
1-1 (Restricted
Commercial
Downtown Mixed -Use
Manufacturing and
Office/Warehousing
District, Plant Street
Warehousing)
Character Area, Gateway
District
The property is surrounded by the following: jurisdictions, Future Land Use Map (FLUM) designations, zoning districts,
and land uses.
Direction
Jurisdiction
FLUM Designation
Zoning District
Existing Land
Uses
North
City
Commercial
C-2
Commercial Use
South
City
Light Industrial
1-1
Industrial Use
East
City
Commercial
C-2
Commercial Use
West
City
Light Industrial
1-1
Vacant Industrial
Proposed Development: Maguire Plaza is proposed to consist of three (3) one-story buildings designed for flex -
space commercial offices, totaling 42,750 square feet, with associated parking, stormwater management, and
supporting infrastructure.
Transportation and Access: The site will have access to Maguire Road, with a planned future connection to Franklin
Street.
• - i •11011iM ♦-- • •
Utilities: Sanitary sewer, potable water, and non -potable water services will be provided by the City of Ocoee.
Stormwater: Stormwater management will be addressed through an on -site system.
Architectural Design: The provided architectural elevations (see attachment) indicate that the buildings will
incorporate tilt -up concrete panels, brick accents, and cornice molding, with access at both the front and rear, as
well as overhead doors at the back.
ISSUE:
Should the Planning and Zoning Commission recommend approval of the Large -Scale Preliminary Final Site Plan for
Maguire Plaza, located at the property addressed at 51 Maguire Road, with assigned parcel ID number 18-22-28-
0000-00-096?
RECOMMENDATIONS:
Development Review Committee Recommendation:
The Development Review Committee (DRC) met on Tuesday, April 7, 2026, to consider the Preliminary Final Site
Plan. The DRC recommended approval of the Large -Scale Preliminary Final Site Plan for Maguire Plaza, located at
51 Maguire Road, with assigned parcel ID 18-22-28-0000-00-096.
Staff Recommendation:
Staff recommends that the Planning and Zoning Commission (PZC) make a recommendation for approval of the
Large -Scale Preliminary Final Site Plan for Maguire Plaza, located at 51 Maguire Road, with assigned parcel ID
number 18-22-28-0000-00-096.
ATTACHMENTS:
1. Location Map
2. Aerial Map
3. FLU Map
4. Zoning Map
5. Maguire Plaza Site Plan
6. WOT Ad
Page 9 of 56
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Page 10 of 56
Page 11 of 56
111aguire Plaza
Surrounding • Use Map
Development Services
Department
400
■ Feet
Created: April 2026
13 Subject Property
Future Land Use Classification:
Low Density Residential (LDR)
Medium Density Residential (MDR)
High Density Residential (HDR)
Professional Offices and Services (PS
Commercial (COMM)
Light Industrial (LI)
Heavy Industrial (HI)
Conservation/Flood plains (CONS)
Recreation and Open Space (REC)
Public Facilities/Institutional (INST)
Page 12 of 56
111aguire Plaza
Surrounding • • •
Development Services
Department
0 100 200 400
Feet
Created: April2026
Subject Property
Zoning Classification:
General Agricultural (A-1)
Suburban (A-2)
Single -Family Dwelling (R-1AAA)
Single -Family Dwelling (R-1AA)
Single -Family Dwelling (R-1A)
Single -Family Dwelling (R-1)
One- & Two -Family Dwelling (R-2)
Multiple -Family Dwelling (R-3)
Mobile Home Subdivision (RT-1)
Professional Offices & Services (P-S)
Neighborhood Shopping (C-1)
Community Commercial (C-2)
General Commercial (C-3)
Restricted Manufacturing
& Warehousing (1-1)
General Industrial (1-2)
Commercial (PUD)
Low Density (PUD)
Medium Density (PUD)
High Density (PUD)
Public Use (PUD)
` Unclassified
Page 13 of 56
e
e
INDEX OF SHEETS
SHEET NO.
SHEET TITLE
1
COVER
2
SYMBOLS AND ABBREVIATIONS
3
GENERAL NOTES
4
EROSION CONTROL
5
SITE PLAN
6
UTILITY PLAN
7
PLAN AND PROFILE
8
DRAINAGE PLAN
9
GRADING PLAN
10
VEHICULAR PLAN
11
ROADWAY DETAILS
12
ROADWAY DETAILS
13
ROADWAY DETAILS
14
ROADWAY DETAILS
15
ROADWAY DETAILS
16
ROADWAY DETAILS
17
ROADWAY DETAILS
18
UTILITY DETAILS
19
UTILITY DETAILS
19A
UTILITY DETAILS
20
UTILITY DETAILS
21
UTILITY DETAILS
22
SURVEY
23
LANDSCAPE PLAN
24
LANDSCAPE DETAILS
25
IRRIGATION PLAN
26
IRRIGATION DETAILS
27
ARCHITECTURAL ELEVATIONS
28
ARCHITECTURAL ELEVATIONS
29
ARCHITECTURAL ELEVATIONS
30
ARCHITECTURAL ELEVATIONS
31
ARCHITECTURAL ELEVATIONS
32
ARCHITECTURAL ELEVATIONS
33
LIGHT PLAN
34
CUT SHEETS
C
•
11
1471111 1 1
E
ALL AGENCY PERMITS MUST BE SUBMITTED TO THE CITY
PRIOR TO SCHEDULING A PRECONSTRUCTION MEETING.
PROVIDE SCREENING DURING SITE CONSTRUCTION, TYPICALLY
CONSIST OF A 6' CHAIN LINK FENCE WITH FABRIC.
CONSTRUCTION SHALL ADHERE TO CITY'S CONSTRUCTION SITE
MANAGEMENT GUIDELINES ORDINANCE 60-19.
PRELIMINARY/FINAL SITE PLAN
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51 MAGUIRE RD
OCOEE, FL 3476 0. 0
ilu2mmm =I= gig
1LO-A IN,
MWTOD' I i
VARIANCE:
REQUEST VARIANCE FOR SIGNAGE LOCA77ON PER SEC77ON 8-5A(3), LDC.
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RI 117-M E
Civil Engineering, Inc
PROJECT TEAM MEMBERS:
• 2WC AS -i'
51 MAGUIRE RD LLC SPRUCE CREEK CIVIL ENGINEERING, INC.
P.0 BOX 1166 1982 STATE ROAD 44, SUITE 360
WINDERMERE FL 34786 NEW SMYRNA BEACH, FL 32168
PHONE: (407) 601-7675 PHONE: (407) 325-5579
BIOLOGIST SURVEYOR
PROFESSIONAL SERVICE INDUSTRIES, INC. IRELAND & ASSOCIATES SURVEYING, INC.
1748 33RD STREET. 800 CURRENCY CIRCLE, SUITE 1020
ORLANDO, FL 32839 LAKE MARY, FL 32746
PHONE: (407) 678-3366
GEOTECHNICAL ENGINEER
ARDAMAN & ASSOCIATES, INC.
8008 S ORANGE AVENUE.
ORLANDO, FL 32809
PHONE: (407) 855-3860
STEPHEN G. PATEGAS
HORTUS OASIS, INC.
1425 BERKSHIRE AVENUE
WINTER PARK, FL 32789
PHONE: (407) 622-4886
LEGAL DESCRIPTION (PROVIDED BY SURVEYOR):
COMMENCING A T THE NORTHEAST CORNER OF THE SOUTHWEST 114 OF SECTION 18,
TOWNSHIP 22 SOUTH, RANGE 28 EAST, AS RECORDED IN CERTIFIED CORNER RECORD
hA066271, ORANGE COUNTY, FLORIDA, THENCE WITH THE EASTERLY LINE OF THE SOUTHWEST
114 OF SAID SECTION 18, SOUTH 002443" EAST, 598.31 FEET, TO THE SOUTHERLY
RIGHT —OF —WA Y LINE OF FRANKUN STREET,• THENCE DEPAR77NG THE EAS7FRL Y LINE OF THE
SOUTHWEST 114 OF SAID SEC77ON 18, AND WITH THE SOUTHERLY RIGHT—OF—WAY LINE OF
SAID FRANKLIN S7REET, SOUTH 89 01'29" WEST, 25.26 FEET, TO THE WESTERLY
RIGHT—OF—WAY LINE OF MACGUIRE ROAD; THENCE WITH THE WES7FRLY RIGHT—OF—WAY LINE
OF SAID MACGUIRE ROAD, SOUTH 046'31 " EAST, 220.00 FEET, TO A SET 112" REBAR &
CAP "LB 7623" AT THE SOUTHEAST CORNER OF THE LANDS DESCRIBED AS 'STORE NO.
3805" AS DESCRIBED IN OFFICIAL RECORDS BOOK 5673, PAGES 1363 THROUGH 1374, OF
THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, BEING THE POINT OF BEGINNING
THENCE DEPAR77NG THE WESTFRL Y RIGHT—OF—WAY LINE OF SAID MACGUIRE ROAD, AND WTH
THE SOUTHERLY LINE OF SAID LANDS DESCRIBED AS "STORE NO. 38050 AND THE
SOUTHERLY LINE OF THE LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 6279, PAGE 5858,
OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, SOUTH 890129" WEST, 473.70
FEET, TO A SET 1/2" REBAR & CAP "LB 7623" AT THE SOUTHWEST CORNER OF SAID
LANDS DESCRIBED IN OFFICIAL RECORDS BOOK 6279, PAGE 5858, BEING ON THE EASTERLY
LINE OF THAT POR770N OF "PARCEL 3" AS DESCRIBED IN OFFICIAL RECORDS BOOK 7778,
PAGES 588 THROUGH 593, OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, THENCE
DEPAR77NG THE SOUTHERLY LINE OF SAID LANDS DESCRIBED IN OFFICIAL RECORDS BOOK
6279, PAGE 5858, AND WITH THE EASTFRL Y LINE OF SAID POR77ON OF "PARCEL 3" AS
DESCRIBED IN OFFICIAL RECORDS BOOK 7778, PAGES 588 THROUGH 593, SOUTH 00 5538"
EAST, 323. 45 FEET, TO A SET 112" REBAR & CAP "LB 7623" AT 7HE NOR7HERL Y
RIGHT—OF—WAY LINE OF THE CSX 1RANSPORTA77ON RAILROAD, THENCE DEPAR77NG THE
EASTFRL Y LINE OF SAID POR77ON OF "PARCEL 3" AS DESCRIBED IN OFFICIAL RECORDS BOOK
7778, PAGES 588 THROUGH 593, AND WITH THE NORTHERLY RIGHT—OF—WAY LINE OF SAID
CSX 7RANSPORTA 77ON RAILROAD, SOUTH 8809'31 " EAST, 473.33 FEET, TO A SET 112"
REBAR & CAP "LB 7623" A T THE WESTERL Y RIGHT —OF —WA Y LINE OF SAID MACGUIRE ROAD, -
THENCE DEPAR771VG THE NORTHERLY RIGHT—OF—WAY LINE OF SAID CSX 7R?ANSPORTA7701V
RAILROAD, AND WITH THE WES7ERLY RIGHT—OF—WAY LINE OF SAID MACGUIRE ROAD, NORTH
0046'31 " WEST, 346. 71 FEET, TO THE POINT OF BEGINNING
CONTAINING 158,578.36 SQUARE FEET OR 3.64 ACRES, MORE OR LESS.
VICINITY MAP
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Page 14 of 56
ABBREVIATIONSSYMBOLSEXISTING
PROPOSED SYMBOLS
A
F
P
LINES
LINES
STORM DRAIN
A
AREA
F&C
FRAME AND COVER
PC
POINT OF CURVATURE
AB
ANCHOR BOLT
FD
FLOOR DRAIN
PCC
POINT OF COMPOUND CURVATURE
ABD
ABANDONED)
FDN
FOUNDATION
PEP
POLYETHYLENE PIPE
AC
ACRE(S)
FDOT
FLORIDA DEPARTMENT
PFGP
PROFILE GRADE POINT
-
- CENTER LINE
BUILDING LINE
AC -FT
ACRE FOOT/FEET
OF TRANSPORTATION
PI
POINT OF INTERSECTION
BOUNDARY
100 LF STS 24 HDPE 0
0.20% 100 LINEAR FEET STORM PIPE
ACP
ASBESTOS CEMENT PIPE
FF
FINISHED FLOOR
P/L
PROPERTY LINE
24 HIGH DENSITY
ADDL
ADDITIONAL
FG
FINISHED GRADE
POB
POINT BEGINNING
_
' WIRE FENCE
CONTOURS
_ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _
POLYETHELENE PIPE 0 0.20%
ADT
AVERAGE DAILY TRAFFIC
FH
FIRE HYDRANT
POJ
PUSH ONN JOINT
CONSERVATION
AL
ALUMINUM
F&I
FURNISH AND INSTALL
PP
POWER POLE
�-- �
SETBACK
ALT
ALTERNATE
FIG
FIGURE
PR
PHONE RISER
—
"
— UNDERDRAIN 6 HDPE PIPE
AM
BEFORE NOON
FIN
FINISHED
PRC
POINT OF REVERSE CURVATURE
- - -
CHAIN LINK FENCE
RAILROAD TRACKS
AMP
AMPERE(S)
FIT
FITTING
PRESS
PRESSURE
-
- CENTER LINE
APPROX
APPROXIMATE
FL
FENCE LINE
PROJ
PROJECT
- ---- "�-'---- -"� "--
---- DRAINAGE FLOW DIRECTION
ARV
AIR RELEASE VALVE
FLR
FLOOR
PROP
PROPOSED
ARVV
AIR RELEASE VACUUM VALVE
FLEX
FLEXIBLE
PRVC
POINT OF REVERSE VERTICAL CURVE
, WOOD FENCE / :`' ....................................
GAS MAIN
ASPH
ASPHALT
FLG
FLANGE
PSF
POUNDS PER SQUARE FOOT
0
0 0- CHAIN LINK FENCE
ASSY
ASSEMBLY
FM
FORCE MAIN
PSI
POUNDS PER SQUARE INCH
MA
FDOT INLET TYPE 1
AVE
AVENUE
FND
FOUND
PT
POINT OF TANGENCY
AVG
AVERAGE
FPH
FEET PER HOUR
PVC
POLYVINYL CHLORIDE
GUARDRAIL ;-
UNDERGROUND
AZ
AZIMUTH
FPM
FEET PER MINUTE
PVMT
PAVEMENT
ELECTRIC
_ -
-- "` "" CONTOUR
B
FPS
FEET PER SECOND
PWR
POWER
_
80
FDOT INLET TYPE 2
BFP
BACKFLOW PREVENTER
FT
FTG
FEETFOOT
FOOTING
EXISTING PLATS _ ,.
UNDERGROUND
BL
BASELINE
G
Q
FLOW RATE
TELEPHONE
-
- EASEMENT
BLDG
BUILDING
R
FDOT INLET TYPE 3
BLVD
BOULEVARD
GA
GAUGE
`
r r °_ RETAINING WALL
~ ' '=
OVERHEAD
BM
BND
BENCH MARK
BOUNDARY
GAL
GALV
GALLON
GALVANIZED
R
RCP
RADIUS
REINFORCED CONCRETE PIPE
ELECTRIC
x
x x - FENCE
BO
BLOWOFF
GM
GAS MAIN
RCPA
REINFORCED CONCRETE PIPE ARCH
R/W
FDOT INLET TYPE 4
BOC
BACK OF CURB
GPD
GALLONS PER DAY
RD
ROAD
- - RIGHT-OF-WAY LINE -. ;}
OVERHEAD
BOT
BOTTOM
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JOB # 2024-010
DATE: 1 1 / 08 / 24
SCALE: 1 : 1
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C -101
2 OF 35
Page 15 of 56
GENERAL NOTES
1. ALL CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF
OCOEE DETAILS & THE F.D.O.T. "STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION" ADOPTED IN 1991 BY THE STATE OF FLORIDA, AND ALL
SUPPLEMENTS THERETO, AND THE "ROADWAY TRAFFIC DESIGN STANDARDS",
WHICHEVER IS MORE STRINGENT.
2. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWER, GAS
LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE
BEST AVAILABLE INFORMATION, AND ARE PROVIDED FOR THE CONVENIENCE
OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME
RESPONSIBILITY FOR THE SIZES AND LOCATIONS SHOWN. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF THE SIZE AND LOCATION OF
ALL EXISTING UTILITIES SHOWN AND NOT SHOWN ON THESE PLANS.
3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL MEET
AND SUBMIT A CONSTRUCTION SCHEDULE TO THE ARCHITECT/ENGINEER. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SECURE ANY AND ALL
NEEDED LICENSES AND PERMITS REQUIRED FOR CONSTRUCTION PURPOSES.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SETBACKS AND EASEMENTS
BEFORE BEGINNING CONSTRUCTION.
5. BENCHMARKS AND OTHER REFERENCE POINTS SHALL BE CAREFULLY MAINTAINED
THROUGHOUT THE CONSTRUCTION PERIOD. IF DISTURBED OR DESTROYED, THESE
POINTS SHALL BE REPLACED BY A FLORIDA P.L.S. AT CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR IS DIRECTED TO NOTIFY SPRUCE CREEK CIVIL ENGINEERING
INC., PHONE (407) 325-5579, FOR PROBLEMS REQUIRING DEVIATION FROM THESE
PLANS AND SPECIFICATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF
ALL EXISTING STRUCTURES, ETC., UNLESS OTHERWISE NOTED. ALL SOIL
STRIPPINGS AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE
AND DISPOSED OF BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED BY
THE OWNER.
8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND UTILITIES
NOTED TO REMAIN, FROM DAMAGE OR DISPLACEMENT DURING CONSTRUCTION.
IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL
PROMPTLY NOTIFY THE ENGINEER AND THE UTILITY COMPANY. THE CONTRACTOR
WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO REPAIR DAMAGE OR
CORRECT DISPLACEMENT.
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ALL
TREES AND OTHER VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION.
10. WHEN DETAILS ARE PROVIDED, CONTRACTOR SHALL CONSTRUCT JOB PER
SPECIFIC DETAILS, AND NOT BY SCALING FROM THESE PLANS.
11. ROADWAY MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL DEVICES L
SHALL BE IN ACCORDANCE WITH "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) AND SUBSEQUENT REVISIONS
AND ADDENDUMS, AS PUBLISHED FLORIDA DEPT. OF TRANSPORTATION AND CITY
OF OCOEE STANDARDS AND SPECIFICATIONS.
12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY REQUIRED
TRAFFIC CONTROL PLANS. ALL WORK SHALL BE EXECUTED UNDER THE
ESTABLISHED PLAN AND FLORIDA DEPT. OF TRANSPORTATION AND CITY OF
OCOEE APPROVED PROCEDURES.
13. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR
BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
14. AS -BUILT DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO
THE PROJECT ENGINEER UPON PROJECT COMPLETION.
L
15. CONTRACTOR SHALL COMPLY WITH ALL CITY OF OCOEE REQUIREMENTS FOR
INSPECTION AND TESTING.
16. SUBJECT PROPERTY IS UNDER CONTROL OR OWNED BY APPLICANT.
17. TOPOGRAPHY PROVIDED BY IRELAND & ASSOCIATES SURVEYING, INC.
18. CITY OF OCOEE IS THE WATER SERVICE PROVIDER.
20. ALL NEW UTILITIES AND UPGRADED UTILITIES PROVIDED TO OR ON THE SITE
MUST BE INSTALLED UNDERGROUND.
21. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR
NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO
EXCAVATION.
22. THE PROPERTY OWNER WILL PROVIDE FOR MANAGEMENT OF ALL COMMON AREAS
AND FACILITIES AND WILL BE RESPONSIBLE FOR THE STORM WATER SYSTEM
INCLUDING THE TRANSFER PIPING INSTALLED UNDER ROADS. ALL OTHER STORM
WATER COMPONENTS IN A PUBLIC RIGHT-OF-WAY WILL BE MAINTAINED BY CITY
OF OCOEE.
WATER
1. ALL MATERIALS AND CONSTRUCTION REQUIREMENTS FOR THE FIRE SERVICE, WATER
LINES, CHECK VALVES, BACK FLOW PREVENTERS, GATE VALVES, ETC., SHALL BE IN
ACCORDANCE WITH CITY OF OCOEE'S STANDARD DETAILS AND LAND DEVELOPMENT
CODES (L.D.C.). POTABLE WATER SYSTEM UP TO THE METER IS TO BE
OWNED/MAINTAINED BY CITY OF OCOEE. ALL MATERIAL AND CONSTRUCTION METHODS
FOR THE WATER DISTRIBUTION SYSTEM SHALL MEET CITY OF OCOEE'S REQUIREMENTS
AS OUTLINED ON THE CITY UTILITY DETAILS SHEET IN THESE PLANS.
2. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM OF THREE
(3) FEET BELOW FINISHED GRADE, TO THE TOP OF PIPE.
3. THE WATER MAIN SHALL BE LOCATED ABOVE THE STORMWATER AND SANITARY MAINS
AT CONFLICTS WHERE POSSIBLE.
4. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY
OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER
PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO
PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE
OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE
CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER
62-610, EA.C.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO
PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND
PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND
THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY
SEWER.
(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO
PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY
TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF
ANY EXISTING OR PROPOSED GRAVITY- PRESSURE -TYPE SANITARY SEWER,
WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT
REGULATED UNDER PART III OF CHAPTER 62-610, EA.C. THE MINIMUM
HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND
GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE
THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE
TOP OF THE SEWER.
(D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO
PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE
OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR
PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS
DEFINED IN SECTION 381.0065(2), ES., AND RULE 64E-6.002, F.A.C.
(2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR
STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED
WATER PIPELINES.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING
OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM
SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST
SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES
BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE
TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING
OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR
STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL
BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES
ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS
PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE,
ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR
BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR
AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH
CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN
JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE
SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR
PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF
CHAPTER 62-610, EA.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN
GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE
MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER
PART III OF CHAPTER 62-610, EA.C.
5. WATER LINES LESS THAN 4" IN DIAMETER SHALL BE PVC PIPE NSF LOGO SUITABLE
FOR POTABLE WATER (200 PSI). IF INSTALLING PVC PIPE LESS THAN 4" IN DIAMETER
THEN MUST CONFORM TO ASTM 1785(SCHEDULE 40, 80, 120) OR ASTM 2241(SDR21,
MINIMUM PC 200).
6. ALL PUBLIC 4" 12" WATER LINES SHALL BE DUCTILE IRON PIPE, EXCEPT FOR
APPROVED DIRECTIONAL DRILL SECTION, MECHANICAL JOINTS AND RUBBER
COMPRESSION RING JOINTS CONFORMING TO ASTM D3139. FROM P.O.S. FORWARD AS
DESIGNATED BY F.S. 633, PIPE SHALL BE DR-14 AND TESTED AT 150 PSI FOR TWO
HOURS. ALL 14"-18" WATERLINES SHALL BE DIP CL52 AWWA C-151 OR HDPE DR-11.
MECHANICAL JOINTS AND RUBBER COMPRESSION RING JOINTS CONFORMING TO ASTM
D3139 UNLESS OTHERWISE SPECIFIED.
7. GATE VALVES SHALL CONFORM TO AWWA C-509-87, WITH WRENCH NUT EXTENSION
STEMS AND OTHER APPURTENANCES AS REQUIRED. THEY SHALL BE IRON BODY, FULL
BRONZE MOUNTED, DOUBLE DISK, RESILIENT SEAT, NON -RISING STEM VALVES WITH
0-RING SEALS AND END CONNECTIONS AS CALLED FOR ON THE PLANS. ALL TEES,
CAPS, PLUGS, BENDS, VALVES, ETC., SHALL BE PROVIDED WITH GRIP RING RESTRAINTS.
8. THE CONTRACTOR SHALL ZIP TIE 10-GAUGE SOLID LOCATOR WIRE TO ALL WATER LINES
AT 10' +/- INTERVALS. WIRE CONNECTIONS TO BE SILICONE FILLED SELF SEALING
TYPE CONNECTOR APPROVED BY CITY OF OCOEE.
9. SERVICE MAINS FOR FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
NFPA CURRENT EDITION AT THE TIME OF CONSTRUCTION.
10. NEW FIRE HYDRANTS SHALL BE INSTALLED SO THAT 4-1/2" INCH PORT IS FACING THE
ROADWAY BY WHICH IT IS ACCESSED. HYDRANTS SHALL BE POSITIONED NOT MORE
THAN 10 FEET AWAY FROM THE CURB OR BERM OF THE ROADWAY.
11. SPRUCE CREEK CIVIL ENGINEERING, INC. AND THE CITY OF OCOEE PUBLIC SERVICE
WATER AND WASTEWATER DIVISION SHALL BE NOTIFIED A MINIMUM OF FORTY EIGHT
HOURS (2 FULL WORKING DAYS) PRIOR TO TESTING AND DISINFECTION OF THE WATER
LINES.
12. PASSING PRELIMINARY PRESSURE TESTING IS REQUIRED PRIOR TO SCHEDULING THE
OFFICIAL PRESSURE TEST WITH THE CITY INSPECTOR. HYDROSTATIC TESTS CONSISTING
OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL
NEWLY -INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND
APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWWA
C600 OR M23 AS APPLICABLE. A CITY OF OCOEE INSPECTOR MUST BE PRESENT.
13. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN
ACCORDANCE WITH AWWA C651-DISINFECTING WATER MAIN. SAMPLING AND TESTING
SHALL BE PERFORMED BY THE CONTRACTOR. INSTALL BLOWOFFS/SAMPLING POINTS
EVERY 1000 FEET. SAMPLE QUANTITIES AND SAMPLING FREQUENCY SHALL BE AS THE
CITY DESIGN AND CONSTRUCTION MANUAL. FOR SHALL SUBMIT A SAMPLE PLAN.
SAMPLES AND TESTING SHALL BE PERFORMED BY A CERTIFIED LAB PERSONNEL.
14. THE CONTRACTOR SHALL SUPPLY COMPLETE "AS -BUILT" INFORMATION RELATIVE TO
LOCATION OF ALL WATER LINES AND SERVICES. THE INFORMATION SHALL BE SUBMITTED
ON LEGIBLY MARKED -UP PRINTS TO THE ENGINEER WITHIN TWO (2) WEEKS OF THE
COMPLETION OF THE WATER LINE CONSTRUCTION. CITY OF OCOEE WILL NOT ACCEPT
ANY LINE PRIOR TO RECEIVING A COPY OF THE AS -BUILT DRAWINGS.
15. CONTRACTOR SHALL SCHEDULE ALL TESTING TO ALLOW THE ENGINEER'S ATTENDANCE.
FAILURE TO PROPERLY NOTIFY THE ENGINEER MAY RESULT IN RETESTING AT THE
ENGINEERS OPTION AND AT THE CONTRACTOR'S EXPENSE.
16. BLUE REFLECTORS SHALL BE INSTALLED IN THE MIDDLE OF THE TRAFFIC LANE
NEAREST THE HYDRANT PER SFPC 602.5.3.
17. NEW HYDRANTS SHALL BE TESTED AND IN PROPER WORKING ORDER WITH
DOCUMENTATION SUPPLIED TO THE FIRE MARSHAL PRIOR TO ANY COMBUSTIBLE
CONSTRUCTION.
18. TO MAKE WET TAPS USE FABRICATED STEEL TAPPING SLEEVE. THIS TAPPING SLEEVE
SHALL BE PROPERLY RECESSED FOR TAPPING VALVE. TAPPING VALVE SHALL BE
RESILIENT SEATED GATE VALVE CON -FORMING TO ANSI/AWWA C509 WITH 2" SQUARE
OPERATOR NUT. MATERIAL SPECIFICATIONS ARE PER THE CITY OF OCOEE LDC WATER
DISTRIBUTION SYSTEMS.
19. ALL WATER SERVICE LATERALS OR STUBOUTS SHALL BE CLEARLY MARKED BY ETCHING
OR CUTTING IN THE CONCRETE CURB AND "S" FOR SANITARY AND A "W" FOR WATER.
WHERE CURB DOES NOT EXIST OR IS NOT PLANNED, SERVICE LINE LOCATIONS SHALL
BE ADEQUATELY MARKED BY A METHOD APPROVED BY CITY OF OCOEE.
20. A CONSTRUCTION METER IS REQUIRED BY CITY OF OCOEE.
21. CURB STOP LOCKS ARE REQUIRED ON THE SERVICES PER CITY OF OCOEE.
22. SERVICES SHALL BE BURIED AFTER FINAL WALK THRU ACCEPTANCE.
24. THE CONTRACTOR SHALL PROVIDE TEST ASSEMBLIES AND TRACER WIRE TO BOTH
METALLIC AND NON-METALLIC PIPE AS PER CITY OF OCOEE DESIGN STANDARDS AND
DETAILS.
25. FOR "HOT -TAP" CONNECTIONS TO EXISTING PIPING, THE CONTRACTOR AND SHALL
RETAIN AND USE A CITY PRE -APPROVED SPECIALTY CONTRACTOR.
PAVING AND DRAINAGE
1. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH TYPICAL
PAVEMENT SECTIONS AND CITY OF OCOEE SPECIFICATIONS. THE FINISHED PAVEMENT
GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE GRADING PLAN.
2. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WITH
F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION" AND THE
CITY OF OCOEE SPECIFICATIONS.
3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATIONS AT PROPERTY LINES.
CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF THE SITE TO THE RETENTION
PONDS AS SHOWN BY PROPOSED GRADES AND FLOW ARROWS.
4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND
PROPER SOIL EROSION CONTROL MEASURES FOR PROTECTION OF ALL DRAINAGE AND
SEWER STRUCTURES AND AT ALL ADJACENT LANDS AND ROADS. CONTRACTOR SHALL
PROVIDE EROSION AND SEDIMENT CONTROL DURING THE CONSTRUCTION PHASE PER
SJRWMD, FDEP, CITY OF OCOEE AND FDOT REQUIREMENTS.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL GEOTECHNICAL
REPORTS PREPARED FOR THE SITE. ALL SITE GRADING IS TO CONFORM TO THE
GEOTECHNICAL REPORT, SPECIFICATIONS, AND DETAILS.
6. SOIL BORINGS AND SOIL ENGINEERING SERVICES HAVE BEEN PROVIDED BY ARDAMAN &
ASSOCIATES, INC. AND ADDITIONAL SERVICES WILL BE PROVIDED TO THE CONTRACTOR
UPON REQUEST TO THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBILITY
FOR THE CORRECTNESS, ACCURACY AND COMPLETENESS OF THEIR WORK. EXCAVATION
OF UNSUITABLE FILL AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE
SOILS REPORTS PREPARED BY ARDAMAN & ASSOCIATES, INC.
7. THE SITE SHALL BE CLEARED OF ALL TREES EXCEPT THOSE WHICH ARE
DESIGNATED TO BE SAVED OR RELOCATED. BEFORE CONSTRUCTION, THE
CONTRACTOR SHALL MEET AT THE SITE WITH THE OWNER. AT THIS TIME, ANY
TREES TO BE SAVED SHALL BE POINTED OUT AND TAGGED. THESE TREES SHALL
BE PROTECTED FROM DAMAGE. AN ARBOR PERMIT MAY BE REQUIRED FROM THE
CITY PRIOR TO COMMENCEMENT OF CONSTRUCTION.
8. THE CONTRACTOR SHALL LOCATE ALL UTILITIES OR UNDERGROUND STRUCTURES
PRIOR TO CONSTRUCTION AND NOTIFY EACH RESPECTIVE UTILITY OWNER
FORTY-EIGHT HOURS (TWO WORKING DAYS) PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
9. THE CONTRACTOR IS DIRECTED TO NOTIFY SPRUCE CREEK CIVIL ENGINEERING, INC.
IF A PAVEMENT OR FOUNDATION STAKE IS DISTURBED, AND/OR OF PROBLEMS
REQUIRING DEVIATION FROM THESE PLANS AND SPECIFICATIONS.
10. THE CONTRACTOR SHALL INSTALL DROP CURBS AND HANDICAP RAMPS AT ALL
INTERSECTIONS OF THE SIDEWALK WITH THE PROPOSED PAVEMENT TO MEET CITY
OF OCOEE AND A.D.A. SPECIFICATIONS.
11. ALL MANHOLE AND INLET STRUCTURES SHALL BE PRECAST CONCRETE.
12. THE CONTRACTOR SHALL USE CONCRETE WITH A MIN. 28 DAY STRENGTH OF 3,000
P.S.I.
13. ALL SIDEWALK WIDTHS SHALL BE 5' OR AS NOTED AND SHALL HAVE 1" DEEP
CONTRACTION JOINTS EVERY 5' AND AN EXPANSION JOINT EVERY 20' MIN.
SIDEWALK SLOPES SHALL BE 2% MAX. CROSS SLOPE. MINIMUM LENGTH OF
SIDEWALK SECTION SHALL BE 20'.
14, PROVIDE F.D.O.T. TYPE III SILT FENCE ALONG THE PROPERTY LINES DURING
CONSTRUCTION AS REQUIRED TO PREVENT SEDIMENTATION.
15. ALL TEST REPORTS GENERATED BY A TESTING FIRM ARE TO HAVE COPIES SENT
DIRECTLY TO CITY OF OCOEE AS SOON AS THEY ARE GENERATED. CLEARANCE
FROM CITY OF OCOEE SHALL BE RECEIVED PRIOR TO PAVING.
18. ALL PAVEMENT MARKING, STRIPING, SIGNS AND OTHER TRAFFIC CONTROL
EQUIPMENT AND INSTALLATION SHALL MEET CITY OF OCOEE TRANSPORTATION
ENGINEERING AND FEDERAL BUREAU MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (M.U.T.C.D.) STANDARDS AND REGULATIONS AND REQUIREMENTS AND
REQUIREMENTS AS WELL AS THE CITY OF OCOEE LAND DEVELOPMENT CODE (L.D.C.).
19. REGULATORY SIGNS AND MARKINGS SHALL BE IN PLACE PRIOR TO FINAL
INSPECTION OF PAVING AND DRAINAGE IMPROVEMENTS.
20. PAVEMENT RETURN RADII SHALL BE MEASURED FROM THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
21. CONCRETE SIDEWALKS TO BE CONSTRUCTED WITH INFRASTRUCTURE.
22. ALL DISTURBED AREAS WITHIN CITY OF OCOEE OR FDOT RIGHT-OF-WAY SHALL BE
SODDED.
23. PONDS AND SWALES WILL BE SODDED AND CONSTRUCTED ALONG WITH THE
INFRASTRUCTURE.
24. POND SLOPES AND BERMS SHALL BE SODDED TO BOTTOM.
25. CONTRACTOR IS TO ADJUST FINAL GRADES AT ENTRANCE AS REQUIRED TO
MAINTAIN ADEQUATE SITE DISTANCE AS SHOWN BY SITE DISTANCE TRIANGLES ON
PLANS. THIS WILL ALLOW FOR MAXIMUM PRESERVATION OF EXISTING TREES.
26. ROADWAYS AND PARKING AREAS ARE DESIGNED IN SUBSTANTIAL ACCORDANCE WITH
THE APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND
HIGHWAYS" AS PREPARED BY FDOT, LATEST EDITION AND CITY OF OCOEE
SPECIFICATIONS.
27. THE CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO EQUAL OR
BETTER CONDITION THAN EXISTED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
28. THE CONTRACTOR SHALL CONSTRUCT ALL STORM SEWER APPURTENANCES IN
ACCORDANCE WITH THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT
REQUIREMENTS AND CITY OF OCOEE SPECIFICATIONS.
29. EXCAVATION, PAVING AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE
WITH F.D.O.T. "STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION",
AND CITY OF OCOEE SPECIFICATIONS AS WELL AS REQUIREMENTS FOR SITE WORK
AS SHOWN IN GEOTECHNICAL REPORTS AS PREPARED BY ARDAMAN & ASSOCIATES,
INC.
30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
LANDSCAPE BUFFERS, RETENTION AND DETENTION FACILITIES, EASEMENTS, ETC.
UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISRUPTED AREAS
SHALL BE RETURNED TO THEIR ORIGINAL CONDITION.
31. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR
PLACEMENT OF ALL PAVEMENT HEADWALL/ENDWALL FOOTINGS, RETAINING WALLS,
AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL
ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT
SOILS TESTING HAS PERFORMED PRIOR TO CONSTRUCTION.
32. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF OCOEE AND FDOT
SPECIFICATIONS FOR STRIPPING, CLEARING, GRUBBING, GRADING, BACKFILLING, AND
EMBANKMENT PREPARATION WITHIN ALL DESIGNED ROADWAY RIGHT-OF-WAY
SECTIONS.
33. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL BE
PROOF -ROLLED TO ASSURE THAT PROPER COMPACTION HAS BEEN ATTAINED. THE
PROOF -ROLLING AND COMPACTION OPERATIONS SHALL BE INSPECTED AND TESTED
BY A FLORIDA LICENSED SOILS ENGINEER TO ASSURE THAT THE SPECIFIED
COMPACTION IS MAINTAINED AND ALL DELETERIOUS MATERIALS HAVE BEEN
REMOVED.
34. COMPACT ALL UTILITY TRENCHES WITHIN THE TOP 2' OF THE ROADWAY TO 98% OF
THE MODIFIED PROCTOR DENSITY: WITHIN OTHER AREAS TO 95%.
35. IN OTHER AREAS WHICH REQUIRE FILL MATERIAL THE CONTRACTOR WILL STRIP OR
OTHERWISE REMOVE ALL VEGETATION SUCH AS BRUSH, HEAVY SODS, HEAVY
GROWTH OF GRASS, DECAYED VEGETABLE MATTER, RUBBISH AND ANY OTHER
DELETERIOUS MATERIAL BEFORE EMBANKMENT IS STARTED. IMMEDIATELY PRIOR TO
THE PLACING OF FILL MATERIALS, THE ENTIRE AREA UPON WHICH FILL IS TO BE
PLACED, SHALL BE SCARIFIED IN A DIRECTION APPROXIMATELY PARALLEL THE THE
AXIS OF FILL. THE SOIL ENGINEER SHALL APPROVE THE AREA PRIOR TO THE
PLACEMENT OF FILL.
36. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM
RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING WATER QUALITY, AND SHALL ROUTE DISCHARGE WATER IN SUCH A
MANNER TO ADEQUATELY REMOVE SILT PRIOR TO RUNOFF FROM SITE.
37. ALL PRECAST DRAINAGE STRUCTURES TO HAVE STEEL ANGLE IRON FRAME. ALL
STRUCTURES IN PAVED AREAS TO HAVE STEEL RECTILINEAR GRATES WITH H-20
LOADING.
38. CONTRACTOR TO ENSURE POSITIVE FLOW WITHIN STORM SEWER SYSTEM, ANY
AREAS OF STANDING WATER IN THE PIPING SHALL BE CAUSE FOR REJECTION.
39. CONTRACTOR TO FLUSH THE STORM SEWER SYSTEM AND ENSURE POND BOTTOMS
ARE FREE OF SEDIMENT PRIOR TO ACCEPTANCE BY CITY OF OCOEE AND THE
OWNER.
40. HDPE SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATION 948. RCP CAN BE
USED AS AN ALTERNATIVE.
STORMWATER POLLUTION PREVENTION NOTES:
1. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF
SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT THAT ARE
EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE
SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE
TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION
THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY
BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH
THE INTENT OF THIS SPECIFICATION.
2. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT
RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR
STORMWATER COLLECTION FACILITY.
3. THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING
OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT
THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS.
4. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER
RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE
SEDIMENT TO THE INLET.
5. AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE
DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED
WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING
THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS
TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE
30 POUNDS PER ACRE.
6. THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS
REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD
GRASS COVER.
7. IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF
75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED
TO ESTABLISH THE DESIRED VEGETATION COVER.
8. ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND
SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE
PROJECT.
9. ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A
CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED
GRASSES OR VEGETATION AND RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS
BEEN ACCEPTED BY THE CITY.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND
SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME
DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF
THE CONTRACTOR.
12. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND
REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN
BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING
CONSTRUCTION. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARDS.
13. ABSOLUTELY NO WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA,
MITIGATION AREA OR DESIGNATED WETLAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY
THE PLANS AND GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY
HAVING JURISDICTION OVER SAID AREA.
14. PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS WETLANDS,
BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT
OF WAY LINE TO PROTECT THESE AREAS FROM ENCROACHMENT FROM CONSTRUCTION
ACTIVITIES.
15. ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY
METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND
ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE
MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN
3:1 NOR PART OF A DRAINAGE CONVEYANCE.
16. REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS.
17. EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE
DONE IN ACCORDANCE WITH INDEX NO. 102.
18. INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR
ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL. THE INSPECTIONS
MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND
SWPPP.
19. GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE
DIRT. THE CONSTRUCTION ENTRANCES SHALL BE SWEPT DAILY AND LOGGED BY THE
CONTRACTOR.
SITE DATA:
1. TOTAL PROJECT AREA: 3.64 ACRES
2. PARCEL ID NO.:18-22-28-0000-00-096
3. ZONING: 1-1; RESTRICTED MANUFACTURING AND WAREHOUSE
4. FUTURE LAND USE: LIGHT INDUSTRIAL (L-1)
5. MAXIMUM COVERAGE ALLOWED: 707. IMPERVIOUS
6. MAXIMUM BUILDING SIZE: 30% COVERAGE = 47,562 SF
7. PROPOSED TOTAL BUILDINGS FOOT PRINT AREA: 42,750 SF
BUILDING 1 FOOT PRINT AREA: 22,500 SF
BUILDING 2 FOOT PRINT AREA: 11,250 SF
BUILDING 3 FOOT PRINT AREA: 9,000 SF
TOTAL GROSS FLOOR AREA: 42,750 SF
TOTAL OFFICE GFA: 18,000 SF
TOTAL WAREHOUSE GFA: 24,750 SF
8. BUILDING SETBACKS (ALL SETBACKS ARE MEASURED FROM THE
PROPERTY BOUNDARY):
FRONT: 0 FEET
REAR: 0 FEET
SIDE: 0 FEET
9. THE SUBJECT PROPERTY CONTAINS 0.00 AC. OF WETLANDS. AREAS
ARE SUBJECT TO CHANGE BASED ON SJRWMD APPROVAL.
10. PER FEMA FIRM PANEL NO. 12095CO210H, DATED SEPTEMBER 24,
2024, THE SUBJECT PROPERTY IS DESIGNATED ZONE X (AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD
PLAIN)
11. WATER AND SEWER SERVICE WILL BE PROVIDED BY THE CITY OF
OCOEE
12. UTILITY EASEMENTS DEDICATED TO THE CITY OF OCOEE SHALL BE
PROVIDED OVER ALL WATER MAINS, FORCE MAINS, AND GRAVITY
SEWER MAINS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY.
13. ALL UTILITY LINES WILL BE DESIGNED TO MEET THE CITY OF OCOEE
REQUIREMENTS
14. FIRE PROTEC1ON WILL BE PROVIDED AND DESIGNED IN
ACCORDANCE WITH ALL APPLICABLE NFPA AND CITY REGULATIONS.
15. THE STORMWATER SYSTEM WILL BE DESIGNED TO MEET THE CITY
OF OCOEE AND SJRWMD REQUIREMENTS.
16. PROJECT SIGNAGE WILL COMPLY WITH THE CITY OF OCOEE LAND
DEVELOPMENT CODE.
17. OVERALL SITE WORK TO BE COMPLETED IN ONE PHASE AND THE
BUILDING CONSTRUCTION WILL BE PHASED.
18. BUFFERS SHALL MEET THE REQUIREMENTS OF THE CITY OF OCOEE.
19. PER NRCS SOIL SURVEY FOR ORANGE COUNTY FLORIDA, SOIL TYPE
55 ZOLFO-URBAN LAND COMPLEX; HSG: A
PROJECT TEAM MEMBERS:
51 MAGUIRE RD LLC
P.0 BOX 1166
WINDERMERE FL 34786
PHONE: (407) 601-7675
BIOLOGIST
PROFESSIONAL SERVICE INDUSTRIES, INC.
1748 33RD STREET
ORLANDO, FL 32839
GEOTECHNICAL ENGINEER
ARDAMAN & ASSOCIATES, INC.
8008 S ORANGE AVENUE
ORLANDO, FL 32809
PHONE: (407) 855-3860
UTILITY COMPANIES:
01121400031
DUKE ENERGY
402 E CROWN POINT ROAD
WINTER GARDEN, FL 34787
PHONE: (407) 905-3319
WATER/SEWER UTILITIES:
CITY OF OCOEE UTILITIES
1800 A.D. MIMS ROAD
OCOEE, FL 34761
PHONE: (407) 905-3159
�f►[e31�hh1:
SPRUCE CREEK CIVIL ENGINEERING, INC.
1982 STATE ROAD 44, SUITE 360
NEW SMYRNA BEACH, FL 32168
PHONE: (407) 325-5579
IRELAND & ASSOCIATES SURVEYING, INC.
800 CURRENCY CIRCLE, SUITE 1020
LAKE MARY, FL 32746
PHONE: (407) 678-3366
STEPHEN G. PATEGAS
HORTUS OASIS, INC.
1425 BERKSHIRE AVENUE
WINTER PARK, FL 32789
PHONE: (407) 622-4886
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DATE: 1 1 / 08 / 24
SCALE: 1 : 1
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
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- POWER POLE TO BE REMOVED 1.
THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF
SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT THAT ARE
EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS CONDITION WILL BE
SATISFIED FOR THE TOTAL ANTICIPATED CONSTRUCTION PERIOD. PROVISION MUST BE MADE
TO PRESERVE THE INTEGRITY GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION
THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY
BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH
THE INTENT OF THIS SPECIFICATION.
2.
NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT
RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR
STORMWATER COLLECTION FACILITY.
3.
THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING
OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT
THIS OPERATION WILL NOT SIGNIFICANTLY AFFECT OFF -SITE DEPOSIT OF SEDIMENTS.
4.
INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER
RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE
SEDIMENT TO THE INLET.
5.
AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE
DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITH IN THIRTY DAYS SHALL BE SEEDED
WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING
THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS
TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE OF SEEDING SHALL BE
30 POUNDS PER ACRE.
6.
THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS
REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD
GRASS COVER.
7.
IF AFTER 14 DAYS, THE TEMPORARY GRASSES AREAS HAVE NOT ATTAINED A MINIMUM OF
75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED
TO ESTABLISH THE DESIRED VEGETATION COVER.
8.
ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND
SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
FUNCTION PROPERLY WITHOUT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE
PROJECT.
9.
ALL DISTURBED AREAS OUTSIDE THE EXCAVATION AND FILL LIMITS WILL BE RESTORED TO A
CONDITION EQUAL TO OR BETTER THAN THEIR CONDITION PRIOR TO CONSTRUCTION.
10.
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED
GRASSES OR VEGETATION AND RETENTION/DETENTION FACILITIES UNTIL THE WORK HAS
BEEN ACCEPTED BY THE COUNTY.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND
SHALL REPLACE ANY PORTION, WHICH IN THE OPINION OF THE ENGINEER, HAS BECOME
DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF
THE CONTRACTOR.
12.
THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND
REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT. MEASURES SHALL BE TAKEN
BY THE CONTRACTOR TO CONTROL EROSION AND SEDIMENT RUNOFF FROM THE SITE DURING
CONSTRUCTION. SUCH METHODS SHALL BE IN ACCORDANCE WITH THE CURRENT FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARDS.
13.
ABSOLUTELY NO WORK WILL BE ALLOWED WITHIN ANY CONSERVATION AREA, BUFFER AREA,
MITIGATION AREA OR DESIGNATED WETLAND AREA UNLESS SO SPECIFICALLY DESCRIBED BY
THE PLANS AND GRANTED BY REASON OF PERMIT FROM THE GOVERNMENTAL ENTITY
HAVING JURISDICTION OVER SAID AREA.
14.
PRIOR TO CLEARING AND GRUBBING, THE LIMITS OF WETLANDS, BUFFERS WETLANDS,
BUFFERS AND MITIGATION AREAS SHALL BE CLEARLY MARKED ALONG THE PROPOSED RIGHT
OF WAY LINE TO PROTECT THESE AREAS FROM ENCROACHMENT FROM CONSTRUCTION
WM
ACTIVITIES.
15.
ALL FILL EMBANKMENT AND GRADED AREAS SHALL BE PROTECTED AGAINST EROSION BY
METHODS STATED IN SECTION 104. F.D.O.T. STANDARD SPECIFICATIONS FOR BRIDGE AND
1
ROAD CONSTRUCTION. SIDE SLOPE MAY BE SEED AND MULCHED, PROVIDED THAT THE
M STRUCTURE TO
MULCH MATERIAL IS DISC HARROWED AND THE SIDE SLOPES ARE NEITHER GREATER THAN
=PROTECTEDUNTIL REPLACED
3:1 NOR PART OF A DRAINAGE CONVEYANCE.
16.
REFER TO POND DETAIL SHEETS FOR EROSION CONTROL MEASURES AT POND OUTFALLS.
17.
EROSION CONTROL AT ALL INLET DRAINAGE STRUCTURES DURING CONSTRUCTION SHALL BE
DONE IN ACCORDANCE WITH INDEX NO. 102.
18.
INSPECTIONS ON EROSION CONTROL MEASURES WILL BE PERFORMED BY THE CONTRACTOR
ONCE PER WEEK AND WITHIN 24 HOURS AFTER 1/4 INCH OF RAINFALL. THE INSPECTIONS
MUST BE LOGGED BY THE CONTRACTOR AND KEPT WITH THE APPROVED PLANS AND
SWPPP.
19.
GRAVEL CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO MINIMIZE EXPORT OF ONSITE
DIRT. THE CONSTRUCTION ENTRANCES SHALL BE SWEPT DAILY AND LOGGED BY THE
CONTRACTOR.
20.
SEE EROSION CONTROL NOTES ON THE NOTES SHEET C-102.
CERTIFICATION FOR CONTRACTORS AND SUB -CONTRACTORS
I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND TERMS AND
CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT CONDITIONS OF THE GENERIC STORMWATER PERMIT ISSUED PURSUANT
TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER TO SECTION 403.0885, F.S., THAT AUTHORIZES THE STORMWATER
DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE
CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
NAME: SIGNATURE: DATE: NAME: SIGNATURE: DATE:
G11111.4aX*3
TELEPHONE: ADDRESS: TELEPHONE:
60'
\�/j \' FILTER FABRIC
FLOW FLOW
SECTION A -A
NOTE(S): A
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 2'-3' WIDE COURSE AGGREGATE Z
THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT MIN. 6" THICK iv
ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP
DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES Q ilt Flow
USED TO TRAP SEDIMENT. in Optional Post Positions ----,,Principle Post Position
a0 i ?; Post (Options: 2" x 4" Cr I2p" (Canted 20' Toward Flow)
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR 24 Min. Dia. Wood; Steelll Filter Fabric (In V
TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. o i _ 1.33 Lbs/Ft. Min.) L 6' Max. _�
> PLAN Anchor Bales With 2 - 2" x 2" x 4' i Conformance With
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN Q Sidewalk Stakes Per Bale. _ `; �� Sec. 985 FDOT Spec.) >
IIIIIIII �III�I�� ! o Filter Fabric
AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO = ' - - Note: Spacing for Type III Fence to be in
AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. z DIVERSION RIDGE 0pe - ` accordance with Chart -, Sheet 1 of 3 0`ilt Flow
\\\\� Riser �O = k� and ditch installations at drainage to
4. ALL EROSION CONTROL MATERIALS, CONSTRUCTION & \///// _ structures Sheet 2 of 3. N
MAINTENANCE TO BE PER APPLICABLE SECTIONS OF FDOT w Apron DitchFRISTANDARD SPECIFICATION #104.
50'MIN%////\\\� Curb &Gutter =l �\� Curb &Gutter Type III Silt Fence Protection Type III Silt Fence
ffIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� �// 1011101 I ��� -- = Around Ditch Bottom Inlets.
5. USE SANDBAGS OR OTHER APPROVED METHODS TO �IIIIIIilllllllllillllllllllllllllllllll� III II ELEVATION SECTION
CHANNELIZE RUNOFF TO BASIN REQUIRED. Do not deploy in a manner that silt fences will act as a dam across permanent flowing
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET watercourses. Silt fences are to be used at upland locations and turbidity barriers
6. COURSE AGGREGATE & FILTER FABRIC TO BE PER used at permanent bodies of water. Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
SECTIONS
EOCTIVO YSILT FENCE APPLICATIONS
FDOT STANDARD SPECIFICATION #901 & #9$5 PROTECTION AROUND INLETS OR SIMILAR STRUCTURES TYPE ��� SILT FENCE
RESPECTIVELY.
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-CV17d
L01(0-00M��
JOB # 2024-010
DATE: 1 1 / 08 / 24
SCALE: 1 " = 30'
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
N.T.S.
BALED HAY OR STRAW BARRIERS AND SILT FENCES
N.T.S.
C-103
40F35
Page 17 of 56
PROPOSED 27.5'X25'
UTILITY AND CROSS ACCESS
ZONING:C-2; COMMUNITY COMMERCIAL EASEMENT
FUTURE LAND USE: COMMERCIAL (COMM) C302) DUMPSTER PAD II It
CURB Lift St'ition'Wel WA
BEGINNING valve Box
20' PROPOSE OTHERS PP "L
305 Pdnt of Beginning PRIVATE UTILITY conluol Panel
DUMPSTER
;12 PAD
r2 .613
END OF I C AC SET
PRIVATE UTILITY
EASEMENT 24.97'
LIFT STATION _71_1j I
CONCRETE F_ 7
RIBBON CURB
R5' 30' PROPOSED
PRIVATE UTILITY
�
�
_
�
�
_
TYPE D CURB
END OF ROAD
MARKERS
�_
ZONING: |-1' '
RESTRICTED �
MANUFACTURING
AND WAREHOUSE
FUTURE LAND USE
LIGHT INDUSTRIAL
|
VALLEY GUTTER
TYPE F CURB
BEGINNING
OF WALL
^ `�|
oN� /
304
0000
CALCSET
__-12T__
�
121'�_,__�
m-----�----�
CONCRETE
RIBBON CURB
TYPE D GURB
/
/
/ |
/
/
/
/
/
/
/
/
/
/
�
�
`~
R5' .
G RIBBON CURB
TO BORDER pAYEHS_
.�
115
114
—110
10
EER
ETR
CONCRETE
RIBBON CURB
CURB
��-���
--
'--R5'
6' RIBBON CURB
____----�TYP-)
- R5' | 5' 12'
EASEMENT END OF
/
WALL
TYPE D CURB L
It
BUILDING 3
CONCRETE
APRON 5.5'
SIDEWALK
CLE RACK
SIDEWALK
it
981 PERVIOUS PAVER NO PARKING OR RETAINING WALL
(TYP.) PAINTED RED
K N | y pQz& V
sOP
O^ STEPS WITH
- HANDRAIL BY OTHERS
/TYP.\
RETAINING WALL
WITH HANDRAIL
� BY OTHERS
(TYP.)
ZON|NG:C-2;
COMMUNITY COMMERCIAL
FUTURE LAND USE:
COMMERCIAL (COMM)
6" STEPS WITH
HANDRAIL BY OTHERS
EOP
TYPE F CURB
VALLEY
CJ01 GUTTER
\
/
/
/ |
/
/
/
/
/
/
/
/
/
/
�
�
`~
R5' .
G RIBBON CURB
TO BORDER pAYEHS_
.�
115
114
—110
10
EER
ETR
CONCRETE
RIBBON CURB
CURB
��-���
--
'--R5'
6' RIBBON CURB
____----�TYP-)
- R5' | 5' 12'
EASEMENT END OF
/
WALL
TYPE D CURB L
It
BUILDING 3
CONCRETE
APRON 5.5'
SIDEWALK
CLE RACK
SIDEWALK
it
981 PERVIOUS PAVER NO PARKING OR RETAINING WALL
(TYP.) PAINTED RED
K N | y pQz& V
sOP
O^ STEPS WITH
- HANDRAIL BY OTHERS
/TYP.\
RETAINING WALL
WITH HANDRAIL
� BY OTHERS
(TYP.)
ZON|NG:C-2;
COMMUNITY COMMERCIAL
FUTURE LAND USE:
COMMERCIAL (COMM)
6" STEPS WITH
HANDRAIL BY OTHERS
EOP
TYPE F CURB
VALLEY
CJ01 GUTTER
\
R5' .
G RIBBON CURB
TO BORDER pAYEHS_
.�
115
114
—110
10
EER
ETR
CONCRETE
RIBBON CURB
CURB
��-���
--
'--R5'
6' RIBBON CURB
____----�TYP-)
- R5' | 5' 12'
EASEMENT END OF
/
WALL
TYPE D CURB L
It
BUILDING 3
CONCRETE
APRON 5.5'
SIDEWALK
CLE RACK
SIDEWALK
it
981 PERVIOUS PAVER NO PARKING OR RETAINING WALL
(TYP.) PAINTED RED
K N | y pQz& V
sOP
O^ STEPS WITH
- HANDRAIL BY OTHERS
/TYP.\
RETAINING WALL
WITH HANDRAIL
� BY OTHERS
(TYP.)
ZON|NG:C-2;
COMMUNITY COMMERCIAL
FUTURE LAND USE:
COMMERCIAL (COMM)
6" STEPS WITH
HANDRAIL BY OTHERS
EOP
TYPE F CURB
VALLEY
CJ01 GUTTER
\
CURB
��-���
--
'--R5'
6' RIBBON CURB
____----�TYP-)
- R5' | 5' 12'
EASEMENT END OF
/
WALL
TYPE D CURB L
It
BUILDING 3
CONCRETE
APRON 5.5'
SIDEWALK
CLE RACK
SIDEWALK
it
981 PERVIOUS PAVER NO PARKING OR RETAINING WALL
(TYP.) PAINTED RED
K N | y pQz& V
sOP
O^ STEPS WITH
- HANDRAIL BY OTHERS
/TYP.\
RETAINING WALL
WITH HANDRAIL
� BY OTHERS
(TYP.)
ZON|NG:C-2;
COMMUNITY COMMERCIAL
FUTURE LAND USE:
COMMERCIAL (COMM)
6" STEPS WITH
HANDRAIL BY OTHERS
EOP
TYPE F CURB
VALLEY
CJ01 GUTTER
\
981 PERVIOUS PAVER NO PARKING OR RETAINING WALL
(TYP.) PAINTED RED
K N | y pQz& V
sOP
O^ STEPS WITH
- HANDRAIL BY OTHERS
/TYP.\
RETAINING WALL
WITH HANDRAIL
� BY OTHERS
(TYP.)
ZON|NG:C-2;
COMMUNITY COMMERCIAL
FUTURE LAND USE:
COMMERCIAL (COMM)
6" STEPS WITH
HANDRAIL BY OTHERS
EOP
TYPE F CURB
VALLEY
CJ01 GUTTER
\
30" HIGH |NTESTY
STOP SIGN' BAR,
AND CROSSWALK
304 RAMPSFOR
PEDESTRIAN TRAFFIC
\ /REQUIRED PARKING: � �`~ ^� »ALLOWEDY
$�nmmTHIN THE
YEASEMENT
\ �Lj
WAREHOUSE:
1 SPACE PER 1,000 SIF
PROPOSED PAVEMENT AREA (DCIA)
1.169
ACEIRS (32.27.)
PROPOSED PERVIOUS AREA
0.593
ACRES (16.37.)
TOTAL:
= 96.75 SPACES
PROPOSED PERVIOUS PAVER AREA
0.278
ACRES (7.77.)
WET POND AREA
0.416
ACRES (11.47.)
PROVIDED PARKING
DRY POND AREA
0.190
ACRES (5.27.)
REGULAR PARKING
93
SPACES
HANDICAP PARKING
4
SPACES
TOTAL IMPERVIOUS AREA (BLDG+PVMT+GRVL+PVRPVM)
2.437
ACRES (67.07.)
TOTAL PARKING SPACES PROVIDED 97
SPACES
-----------
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CSX Transportation Railroad uUUUUUUU"uuui�UULIULJL,�u��UUULILJUuuuuULjUULJLJLJ,,uuuuutu,,ULJLJ
ZONING:1-1; RESTRICTED If
MANUFACTURING AND WAREHOUSE 116,
FUTURE LAND USE: LIGHT INDUSTRIAL 116,
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DATE: 11/08/24
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
Page 18 of 56
■
305 Point ofBeginning
o.00
CALC SET e%r 2,
Sol e 1 Cap -
t z„
2201901*1017a aV11011a9 MAr-11I P
473.700
S890 01' 29.49"W
SAN M.H. SS-5
SANITARY MANHOLE
123,5-
S 4
A HO E
115 -_ 1 :1 3. 0
I
1560
1550
P
P
3
4 '
z
110
t
', 'I GRAPHIC SCALE 1 "= 20'
EXISTING SEWER LATERAL ; ; DOG HOUSE�
2 1 SAN M.H. SS-8 2 1 FROM CIRCLE K BUILDING " ,, ; 1 I MANHOLE I o 20' 40'
PROPOSED PRIVATE 27.5 X25tt,= SAN M.H. S-6
SANITARY MANHOLE �
RIM:123.96 UTILITY AND CROSS ACCESS 1r SANITARY MANHOLE �
INV IN:116.18 P-6 EASEMENT ;; RIM:120.67 I 1
INV OUT:116.08 P-7 " INV OUT:116.68 P-5 EXISTING CIRCLE K
2 ` "�' �� INV IN: 116�78
2 t3' ke v +C .
2 rn e 11 1 WV:' 8OJT 1116.77 LIFT STATION TO BE
PROPOSED PRIVATE 2" FM 18' PR9� DEMOLISHED AFTER ,
2 PRIVATEJa+ 1 11.t.,�° � I COMPLETION OF 1
PROPOSED PRIVATE GRAVITY :.,t,E,1, .13y; �°
20' PROPOSED SANITARY SEWER EASEMENT ; v`<;1 I PROPOSED LIFT STATION
on
PRIVATE UTILITY Com,1 Pam; D PP 1 I
EASEMENT
0 00
, AL3SE CONSTRUCT 2"X2"x2" WYE WITH
- - 2" PLUG VALVE. CONTRACTOR TO
ENSURE PROPOSED LIFT STATION
1 I
1 �� P-6 7 LF SAN 8 PVC C� 0.4
, � �
--- CONNECTION TO BE MADE ON
FM FM FM PII
, IVATE PROPERTY.
3 '
P-7 32 LF SAN 8 PVC @ 0.40%
.... I. TY._ _. P-5 28 LF SAN 8 PVC @ 0.40%
F is
- 72 LF SAN 8 PVC ® 0.35% 2 1'
SAN M.H. SS-3 !45° BEND
> SANITARY MANHOLE SAN M.H. SS-7 I I �' 1
- _n- - RIM:124.16 SANITARY MANHOLE I I 2
INV IN:117.80 P-2 RIM:122.18
INV IN:115.95 P-7 INV IN:116.57 P-5 I -'-I '; ; LIFT STATION CONNECTION NOTES:
Rid INV OUT:115.85 P-3 INV OUT:116.47 P-6 G 1. CIRCLE K AND THE CITY SHALL BE NOTIFIED IN WRITING 5
WORKING DAYS IN ADVANCE PRIOR TO CONNECTION TO
\ 2 CIRCLE K'S PRIVATE GRAVITY MAIN AND FORCE MAIN.
2. IT IS THE CONTRACTORS' RESPONSIBILITY TO MONITOR
AND PUMP OUT, IF NECESSARY, CIRCLE K'S PRIVATE LIFT
I I ; STATION DURING THE FORCE MAIN CONNECTION.
kx
3. AFTER FDEP SANITARY CLEARANCE, IT IS THE
' BUILDING 3 ;; CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH
9,000 SF I I CIRCLE K AND THE CITY SWITCHING THE GRAVITY AND
FORCE MAIN OVER TO THE NEW LIFT STATION.
4. MH SS-6 INV. OUT 116.77 TO EXISTING CIRCLE K LIFT
STATION TO BE PLUGGED UPON COMPLETION OF
3 1 PROPOSED LIFT STATION.
I Q5. NO SITE WORK SHALL OCCUR UNTIL A UTILITY
- - ; ; AGREEMENT BETWEEN THE PROPERTY OWNER AND CIRCLE
K HAS BEEN EXECUTED AND APPROVED BY THE CITY.
G
6" PVC DR-14
- _ 1" PE WATER FIRE LINE F-1 i I 6. CONTRACTOR WILL TAKE ALL NECESSARY PRECAUTIONS
I SERVICE TO LIFT
STATION I ( TO PROTECT THE CITY'S UTILITIES DURING THE
I
-- ABANDONMENT OF THE CIRCLE K LIFT STATION.
2" PVC POTABLE
WATER SERVICE
3VU
SAN M. . SS-1 rvir,m.D rlwv GYYCR
SANITA Y MANHOLE LATERALS A E TO
RIM: 12 .45 BE PRIVATEL OWN
INV OU :120.00 P-1
2 PROPOSED PRIVATE GRAVITY
304
0.00
SANITARY SEWER
CALC SET - - ---
Rehar & Cap
t B f 623
FDEP SEPARATION REQUIREMENTS UNDER 62-555.314 EFFECTIVE 8-28-2003
HAZARD
HORIZONTAL SEPARATION
VERTICAL SEPARATION
JOINT
SPACING
WATER ABOVE
WATER BELOW
STORM SEWER
3FT MIN
121N PREF, 61N MIN
121N MIN *
3FT MIN
STORM FORCE MAIN
3FT MIN
121N MIN
121N MIN
3FT MIN
RECLAIMED WATER IF REGULATED UNDER 62-610
3FT MIN
121N MIN
121N MIN
3FT MIN
RECLAIMED WATER IF NOT REGULATED UNDER 62-610
10FT PREF, 6FT MIN
121N MIN
121N MIN
6FT MIN
VACUUM SANITARY SEWER
10FT PREF, 3FT MIN
121N PREF, 61N MIN
121N MIN
3FT MIN
GRAVITY SANITARY SEWER
10FT PREF, 6FT MIN, 3FT MIN IF WATER MAIN IS
61N ABOVE GRAVITY SANITARY SEWER.
121N PREF, 61N MIN
121N MIN *
6FT MIN
SANITARY SEWER FORCE MAIN
10FT PREF, 6FT MIN
121N MIN
121N MIN
6FT MIN
SEWAGE TREATMENT & DISPOSAL SYSTEM
10FT MIN
NONE
NONE
NONE
------------]i_='"JF
S880 09' 30.51 "E
473.333
UTILITY NOTES:
SANITARY MANHOLE
RIM.124.31
INV IIN 19.03 P-1
INV OUT:118.93 P-2
8"
f
PROPOS
D
h
NOTES:
18
M
�-
- - - - - -
- -
1. ALL HYDRANTS & FDC SHALL BE MARKED WITH "NO
PARKING FIR E LANE" SIGNS ABOVE THEM, WITH CURBING
-
PAINTED RED, 10 FT. PER SIDE OF HYDRANT. HASH
-_
MARKS SHALL EXTEND A MINIMUM OF 3 FT. FROM CURB
G. '
ONTO ROAD, IN FRONT OF HYDRANT AND OR FDC.
^X1"
ER
6" PIV
m
2" G.V.
2. A CLEAR SPACE, MINIMUM OF 60 INCHES, SHALL BE
8" G.V.
4" TEE
r
.�.
o_..
PROVIDED IN FRONT OF EACH HYDRANT CONNECTION. ALL
HYDRANTS SHALL BE WITHIN 12 FT. OF THE ACCESS
TEE
RED
M
I'
ROAD.
6" P1V
90' ..._.
V.
WITH 8" CAP
v
fi
t
--
.._.
...
- -__
-
O
FRONT OF; HYDRANT
0ww
CS
(
o
I
WATER SERVICE
I
I
I
'
0
8" PROPOSED 6" PVC DR-14
ti
PVC DR-14 WM FIRE LINE
ao
Q
PVC WM
i
i
6" PROPOSED SS
I I
FIRE HYDRANT CLEARANCE DETAIL
N
LATERAL (TYP.)
( I
NO OBSTRUCTIONS SHALL BE PLACED WITHIN A 7' CLEARANCE DISTANCE
,,!
FROM THE REAR AND SIDES OF A FIRE HYDRANT AND NO OBSTRUCTIONS
SHALL BE PLACED OR GROWN IN FRONT OF A FIRE HYDRANT.
ILDING 2
I I
" " 8X2TEE
f} 11,250 SF
EOP
i
w
8"X6" TEE
(
a'
w
8"X6" TEE
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1;
12 ° WM 1 2
4" MASTER
3
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POTABLE METER
I
WITH RPZ
2 1
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CONSTRUCT 5.1
v
i
LF 4" DIP WM
FIRE WATER MAIN AND POTABLE
I I
• _ r
MAINTAIN MIN 3 FEET
p
PRIVATELY OWNED AFTER EACH
n (
I
I
OF SEPARATION FROM
OUTSIDE OF TO
VALVE AT PROPERTY LINE
PIPE
OUTSIDE OF PIPE
EXCEPT FOR EACH METER ON
4"G.V
THE ASSEMBLY.
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w
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DIRECTION DRILL 41 LF
rt
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6" HDPE DR11 WITH DIP
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2 1
8" PROPOSED
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/ LF 4 DIP
1 s 00 ;. 1 3 v' 7 4
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wm wM wM CONSTRUCT 12"X8"
321L� 38W 38W � SS
STEEL
1. CONTRACTOR TO MEET SECTION 3.16.9 OF THE FDOT UTILITY ACCOMMODATION C. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE AND FDEP
MANUAL. ALL BORES SHALL EXTEND A MINIMUM OF 8 FEET FROM THE EDGE OF STANDARDS SHALL BE FOLLOWED FOR ALL
PAVEMENT. PUBLIC UTILITIES.
2. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO BEGINNING WORK. d. CONTRACTOR SHALL REFER TO THE CITY OF OCOEE ENGINEERING STANDARDS
MANUAL, LAND DEVELOPMENT CODE, APPROVED MATERIALS LIST, AND CITY
3. TREE ROOT GUARD/BARRIER (MIN 48") TO BE INSTALLED FOR TREES LOCATED DETAILS. THE MOST STRINGENT STANDARDS BETWEEN THE CITY OF OCOEE
WITHIN 10' OF PUBLIC SIDEWALKS AND UTILITIES. STANDARDS AND STANDARDS SET FORTH IN THESE NOTES SHALL BE FOLLOWED.
e. AS-BUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN
a. ALL IMPROVEMENTS TO BE DEDICATED AND/OR MAINTAINED BY THE CITY SHALL ACCORDANCE WITH SECTION 3.01.05 OF THE ENGINEERING STANDARDS MANUAL IN
BE IN CONFORMANCE WITH THE CURRENT CITY OF OCOEE ENGINEERING STANDARDS THE FOLLOWING FORMATS:
MANUAL, MATERIALS LIST, AND DETAILS. FINAL PLAN APPROVAL DOES NOT I. ONE PDF COPY
PROVIDE EXEMPTION FROM THESE REQUIREMENTS. ii. ONE CAD COPY DRAWN IN STATE PLANE COORDINATES
b. ANY DEVIATION FROM THE CITY OF OCOEE ENGINEERING STANDARDS MUST BE
REQUESTED AND APPROVED IN WRITING PRIOR TO CONSTRUCTION.
R,ROPOSED 14'X15'
UTILITY EASEMENT (2)
8'X2'' CONCRETE PADS
FOR BACKFLOW
PREVENTER. NO
STRUCTURES OR
FOUNDATIONS ARE
ALLOWED WITHIN THE
EASEMENT
IL
1
STAINLE
TAPPING SLEEVE WITH
"8" TAPPING G.V. WITH
7.4 LF 8" DIP
DIRECTION DRILL 41 LF
10" HDPE DR11 WITH HDPE
TO DIP ADAPTORS
8"X1" SS DOUBLE
STRAP SADDLE TAP
AND 1 CORP STOP
WITH 5 LF OF 1" PE
SERVICE
CONSTRUCT 5.1
LF 8" DIP WM
1" IRRIGATION METER
OWNED BY THE CITY.
RPZ TO BE PRIVATELY
OWNED.
8" FIRE SERVICE
WITH BY-PASS
METER AND DDCV
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JOB # 2024-010
DATE: 1 1 / 08 / 24
SCALE: 1 " = 20'
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C-105
60F35
Page 19 of 56
L
fI
BUILDING 2
11,250 SF
1
61
P-)
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Point of Beginning
lam%
2 1
FIRE WATER MAIN AND POTABLE
1REA 1. WATER
ARE TO BE
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H OWNED �E 6
PRIVATELY OWNED AFTER'EACH
" 6 .. 6" AFTER EACH P I Ly
PRIVATE Y 0%
P T
VALVE AT PROPERTY LINE
VALVE
0 M 0
EXCEPT FOR EACH METER ON
XC PT FOR
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THE ASSEMBLY.
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8'X2' CONCRETE PADS
FOR BACKFLOW
PREVENTER. NO
STRUCTURES OR
FOUNDATIONS ARE
ALLOWED WITHIN THE
EASEMENT
1� EOP
Hr 12 " FM
- 12 " WM
MAINTAIN MIN 3'
CLEARANCE FROM
STORM STRUCTURE TO
ALL EXISTING AND
PROPOSED MAINS
4" DIP TO 6"
HDPE ADAPTERS
DIRECTION DRILL 41 LF
6" HDPE DR11 WITH DIP
------ -- ADAPTERS
op. i n Ie t
Top� 11 HDPE TO 4- DIP
w fnv. I 1,ily ADAPTERS
E V 11
CONSTRUCT 12"X4"
STAINLESS STEEL
TAPPING SLEEVE WITH
TAPPImn r.' v
CONSTRUCT 12"X8"
STAINLESS STEEL
TAPPING SLEEVE WITH
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3
10" HDPE TO 8" DIP
ADAPTERS
DIRECTION DRILL 41 LF
10" HDPE DR11 WITH
DIP ADAPTERS
8 DP TO 10" 3
HDPE ADAPTERS
52'
ROW
25'
5#
16'
OPEN CUT
OPEN CUT
PROPOSED
FGRADE
I 26'
ROAD
STA: 1+14.67
ELEV: 118.33
F -,SAP
ROX.
EXISTING
EXISTING 12"
GRADE
—PVC FM
EXISTING 12"
F--
PVC WM
8" DIP WM
18 IN —
7.4' LF 8"—DIP
SEPARATION
3
(2) 8--90.00- DIP ELBOW
8"-11.25*
DIP ELBOW WITH
R274' M
HDPE TO DIP ADAPTER
3.17 LF 8" DIP WM
10"—HDPE
EXIT BORE
3
5.10' LF 8" DIP WM
ENTRY BORE
0+58.32
STA: 0+89.87
WITH DIP TO HDPE ADAPTER ER
ELEV: 112.66
ELEV: 114.43
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JOB # 2024-010
DATE: 11/08/24
SCALE: 1 20'
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C-106
7 OF 35
Page 20 of 56
305
0.000
CALC SET
903
C307
1 2
STS-1 6
Y
Manhole 9
RIM: 123.97
INV IN:116.68 SP-13
INV OUT:116.68 SP-14 Lift St,-.�Ijon%'Vet
P
2U2
Fop Dew 1,
vAve Box
122' In 6" PVC Invert: 116� V
Out 2" PVC, hnvert. 118
121' 20' 12 /11* Bottorn Dow 115� S e /1, " RE �',, m r & Ca p
Lift avon- "L - 323`
0000 Point of Beginning PROPOSE UTILITY Panel PF
EASEMENT
1)0� 00
IS 3
C AL SE
1B 7623"
Set Rcbar & Cap 473.700
S890 01'29.49"W - - - - - - - - - - - - - -
18'
UTILITY
EA UENI- FM FM
6" C.O. FM
10' T
10, 1 17
BERM 4
-e
BERM j� U 1I
7
12-5 AROUN -RIMETER -FH I IT F- -1
- --------- - -- ---------- -- ------
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120
10,
k,, �5,15qcv, Type C DBI
Ju E
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L -J
58 LF B& ICS
F
12 SP-5 52 LF STS 15 HDPE 0 0.21%
3
------------
.00 SP-19
SP-19 43 LF STS 15 HDPE 0 0.47 BUILDING 3
S -20
STS-24 P.
9,000 SF 0
N v�: 1 163411
E 15 in. 1 4
Type C DBI F 0
RIM: 123.32 S lnv.� 1631*
INV OUT.115.20 SP-19 in. Ld 2
Type V Inlet
RIM: 123.74
00
STS-1 9 INV IN:119.81 SP-5
INV OUT. 119.72 SP-6 L -J
Type C DBI
INV OUT.115.20 SP-16
C',
�I O� I
RIM: 123.32 cn
ST;- SP-6 60 LF STS 15 HDPE 0 0.20% F-
A
SP-16 43 LF STS 15 HDPE V.,+//-0 E 1E
M - 1 2
. 16.0 STS-18
INV 1 3 SR- st Iype J7 Manhole
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MANH01 E
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Type C DBI
RIM: 122.62
IN: 118.80 SP-
I
INV OUT, 120.00 SP-7
F�
GRAPHIC SCALE 1"= 20'
iiij
0 20'
_----12" YARD DRAIN
EOP
32.0' LF
12" PERFORATED HDPE
I WITH SOCK
INV. 119.37'
12"YARD DRAIN
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52.5' LF
12" PERFORATED HDPE
WITH SOCK
INV. 119.37'
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12"YARD DRAIN
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12" PERFORATED HDPE
WITH SOCK
NV. 119.37'
25.25' LF
12" PERFORATED HDPE
WITH SOCK
INV. 119.37'
25.0' LF
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WITH SOCK
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- EOP
7.5' LF
---12" PERFORATED HDPE
INV. 119.37'
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12' C.O.
-10
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16.25' LF STS
INV. 121.50
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INV. 121.50 RIM: 123.74
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2
2 INV. 119.37'
STS-2
----------
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Type 10 Curb Inlet
-ST S--1 7�7 Curb rflet Drop Inlet
k)p: 119,40 Top: 117.40'
IM: 123.67
tO Curb inle
INV IN: 119.46-SP- All N Inv � 115J�5' W Inv.: 114.85'
IINV WUT.119.98 SP-1 8 156 LF S 'OUTDOOR" ..L -J -
RIM: 123.91
12" C. 0. 11510: E lnv.� 1
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E
-------------------
SP-1 262 LF STS 15 HDPE 0 0.20% ---------------------------------- 12" YARD DRAIN
-Okzi�111 Z1111�111111=1111 op Inlet
im E - - - - - -- 18-22-2",-
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- - - - - - - - - - - - - - - - - - - - - - - - -
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(Pan, I 7� EXTEND EXISTING 18" PIPE
YJ
t t
3 FEET TO STS-22 TO INV
x,, VI
$8EI0 09'30.51-E
115.74'. MAINTAIN MIN. 3
vl,�
473 -�ql v, FEET OF SEPARATION FRON
Rebar-ap
1623"
ci I'heNRI�IVIJL,ir�eofTqvai�i!�,,&GiilfR,,�'i"��oFd item #8
("Today Known a� CSX Transportatio�� NC RaOoad) STS-21
121' 15' Drainage & Utility Easement Manhole 301
0 0 JET
CAOLC
O.R.B. 2850, Page 90 RIM: 124.28 Se"t Rebar & C�,q,�
7623"
119).RB. 2868, Page 513 INV IN'116* 25 SP 17 The W RNAJ Line of H E0, Bowness Road
INV OUT.'116.25 SP-18
O.R.B. 11010, Page 3657 (Today Known as Ma�juirp Reid)
10�
i 100OT7
$2,
4L RAllLlR8091D I
nn nnnn nnnnnn4,,�-111 --------
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CSX Transportation
117'
116,
zo
F-
119,
RIM:1q4.12
INV IN:115 . 85 -18
INV OUT: 115.77f
OUTSIDE OF MANHOLE TO
2 5 OUTSIDE OF EXISTING
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JOB # 2024-010
DATE: 11/08/24
SCALE: 1 20'
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C-107
8 OF 35
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Page 21 of 56
305
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CALC SET
x
7
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RETAINING WALL 11 Top Elew 12- Va've Dox
x END OF
122' BYOTHERS WALL in, 6"PVC hivert: 116,61'
BEGINNING (TYP.) 01 a 2" PVC hivert 118,62'
121, OF WALL _\ BaRom Elev� 115�01' Sp 1 " Reber & C'ap
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RETAINING WALL
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EOP
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40' 1
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305 Point of Beginning
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"LB 7623"
The N R/W Line of Tava�es & Gulf Hadroad
(1-odav Known as CSX � mnsportaflon INC, Railroad)
4&7
t7!1% It=1
Sutphen Aerial Fire Truck
Overall Length
46.700ft
Overall Width
8.1 67ft
Overall Body Height
Min Body Ground- Clearance
7.500ft
0.750ft
Track W al th
8.1 67ft
Lock —to —lock time
5.00s
Curb to Curb Turning Radius
34.330ft
473.700
S89' 01'29.49"W
't
T
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7-7777711�
-------------
$88 09'30.51 T
�a"11'11 473.333
Ufl Stat�on ',vVet �JVOI
'21112
op Bev: "20,92' Valve Box
In 6" PVC Inver'. 116,61'
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Boq�orn Dew 1 ',5.01'
Se REhvir&
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BUILDING 3
9,000 S F
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' fi p� 120,2
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IL
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EOP
EOP
EOP
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CwbInint 18" Pipe -A
Drop Ink,
Top� 119
Top� 117.40'
A01
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% 'OUTDOOR S �rw � 11 -7,0' E Inv: 1 1,�,65'
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CSX Tra nsportation "Railroad
5
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Set X2" P
"LB 76213"
The W RAV Line or H.M, Bowneas Road
H oday Known as Road)
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DATE: 11/08/24
SCALE: 1 20'
DESIGNED BY: IDEG
DRAWN BY: IDEG
APPROVED BY: IDEG
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Page 23 of 56
62'
I
5$
2.5' 5' 1 4.8' 11' DRIVE ISLE
11' DRIVE ISLE 4.8' 5' 2.5' 5$
72.67'
F
-
49'
SIDE
0 SIDE SOD
SOD SIDE 0 SIDE
t511
BUILDING WALK WALK
WALK WALK BUILDING
50
20' PERVIOUS PAVERS 11' DRIVE ISLE 11' DRIVE ISLE
20' PERVIOUS PAVERS
8.65' TO 9'
21 11' PRIVE ISLE 11' DRIVE ISLE 20' PERVIOUS PAVERS 50
-
SOD SIDE
WALK
EL.
42- HAND RAIL
42" HAND RAIL EL.
WHEEL STOP (TYP.)
TYPE SIDE
123.77'
EL.
BOW.121.96'
TOW.1 22.36'
BOW.121.96' 123.77'
TOW.1 22.36' EL. FFE=1124.65�
PROPERTY LINE
F WALK
CURB WHEEL STOP (TYP.)
123.87' EL.1 21.35' 8" CONCRETE
8" CONCRETE EL.1 21.35' 12
ELA 24.48'
6" X 12" CONCRETE
FRIBBON CURB 6" X 12" CONCRETE
EL.1 24.22' RIBBON CURB
6" X 12" CONCRETE
ELA 21.27/ RIBBON CURB
RIBBON CURB EL.1 21.27'
8" CONCRETE
RIBBON CURB
1%-3%
IE�I I r1l 1=
TO 1. 3,.
TO 1 3%
ELA 23.94' RIBBON CURB
EL.1 23.68'
17-
1% TO 1.5%
I F.= lip=
N - PAIE 119, -
TO 1.37.
1% TO 1.5%
'-'SUBGRADE
RETAINING WALL
BY OTHER
UBG A E
EXTENDS 6"
EXTENDS 6" RETAINING WALL
BY OTHER
SUBGRADE
EXTENDS 6"
2" SP 12.5 ASPHALT
BEYOND CURB
BEYOND CURB
BEYOND CURB
BOTTOM OF ROCK IN DRIVE AISLES
2" SP 12.5 ASPHALT
IN DRIVE AISLES
4" PERVIOUS PA VIER NTH 2"
ELA 21.39' OCK BASE
6" LIMER
SUBGRAIDE
EXTENDS 6"
IN DRIVE AISLES
SUBGRADE
'K BASE
6" LIMEROC
STABILIZED TO A MINIMUM DEPTH OF 12
PEA GRAVEL SEE DETAIL 981
COMPACT TO 98%
MAXIMUM DENSITY
BEYOND CURB
SUBGRADE -
EXTENDS 12"
6" LIMEROCK BASE EXTENDS 6"
COMPACT TO 98% BEYOND CURB
COMPACT TO 98% MAXIMUM DENSITY
INCHES AND BE COMPACTED TO 98
PERCENT OF MAXIMUM DENSITY IN
MIN 28" WASHED CRUSHED
AS DETERMINED BY
BOTTOM OF ROCK
EL.120.85'
BEYOND CURB
MAXIMUM DENSITY
AS DETERMINED BY AASHTO T-180
ACCORDANCE NTH AASHTO METHOD
CONCRETE MEETING FDOT NO.
57 STONE AGGREGATE SIZE
SHWT 119.00' AASHTO T-180
SHWT 119.00'
AS DETERMINED BY
AASHTO T-180
T-180 NTH A LIMEROCK BEARING RATIO
BOA 117.00' STABILIZED TO A MINIMUM DEPTH OF 12
BOA 117.00'
(LBR) OF 40
COMPACTED TO A MINIMUM
PERMEABILITY = 5 FPD INCHES AND BE COMPACTED TO 98
PERMEABILITY 5 FPD
STABILIZED TO A MINIMUM DEPTH OF 12
DEPTH OF 24 INCHES AND BE
PERCENT OF MAXIMUM DENSITY IN
ACCORDANCE WITH AASHTO METHOD
INCHES AND BE COMPACTED TO 98
PERCENT OF MAXIMUM DENSITY IN
COMPACTED TO 92-95
PERCENT OF MAXIMUM DENSITY
T-180 NTH A LIMEROCK BEARING RATIO
ACCORDANCE NTH AASHTO METHOD
IN ACCORDANCE WITH AASHTO
(LBR) OF 40
T-180 NTH A LIMEROCK BEARING RATIO
METHOD T-180
(LBR) OF 40
r91'5 TYPICAL ROADWAY SECTION
r9l 6 TYPICAL PARKING SECTION
N. T. S.
N.T.S.
TYPICAL PARKING SECTION
N. T. S.
1 2 3
1 3
1 2
8"
6�
(o /� Joint Sea]
I
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62'
r1V R Conc. Pav't.
28'
PROPERTY LINE
t
41 11' DRIVE ISLE 11' DRIVE ISLE 21
2.7' TO 16.5'
10' 5P
20' PERVIOUS PAVERS
11' DRIVE ISLE 11' DRIVE ISLE 50
15" 14"
--
SOD SIDE
WALK
APRON
APRON TYPE I
5.5' 5' 1 2.5' 6' 8'
Exp. Joint And
Preformed Joint Filler
BUILDING
IF
PROPERTY
**"-BUILDING
rPE D
CURB
LINE
BUILDING-/ I I
EL124.06'
I
VALLEY GUTTER
SIDE SOD SOD SIDE SOD
BUILDING 71 WALK WALK
��3om TYPE D CURB AND GUTTER
RETAINING WALL
FFE=1 24.68
ELA 23.86'
FFE=1 24.65
1
N. T. S.
FFE=1 24.68,
BY OTHER
0 657. TO 1 28%
2.1 .
EL. 42" HAN TOW. 122.
D 36' EXISTING CURB
17- TO 31wo
. . . . . . . . .
124.61' RAIL EL.1 19.80'
EL. .120.94'
BOW.
SUBGRADE
FFE=1 24.65 124.50'-\ nal EL.120.89'
EXTENDS 6
EL.1 20.77'
SUBGRAIDE
SUBGRAID
2" SP 12.5 ASPHALT BEYOND CURB
IN DRIVE AISLES
EXTENDS 6"
2" SP 12.5 ASPHALT
EXTENDS 6�
A AF,
BEYOND U B
IN DRIVE AISLES
BEYOND CURB
12" 6" 1' 12"
6"
6" LIMEROCK BASE
6" LIMEROCK BASE
COMPACT TO 98% MAXIMUM DENSITY
2" R 't
COMPACT TO 98%
4" PERVIOUS PAVER WITH 2"
SHWT 119.00'
AS DETERMINED BY AASHTO T-180
3" R PAVEMENT
MAXIMUM DENSITY
PEA GRAVEL SEE DETAIL 981
BOA 117.00'
RETAINING WALL
AS DETERMINED BY
PERMEABILITY 5 FPD
STABILIZED TO A MINIMUM DEPTH OF 12
BYOTHER
71.
AASHTO T-180
MIN 28" WASHED CRUSHED
INCHES AND BE COMPACTED TO 98
%
CONCRETE MEETING FDOT NO.
PERCENT OF MAXIMUM DENSITY IN
'4�
STABILIZED TO A MINIMUM DEPTH OF 12
57 STONE AGGREGATE SIZE
ACCORDANCE WITH AASHTO METHOD
INCHES AND BE COMPACTED TO 98
BOTTOM OFIROCK T-180 WITH A LIMEROCK BEARING RATIO
SU'BGRADE.''.'
PERCENT OF MAXIMUM DENSITY IN
ACCORDANCE NTH AASHTO METHOD
M
COMPACTED TO A MINIMUM
�E
DEPTH OF 24 INCHES AND BE
ELA 21.03' (LBR) OF 40
.2.
T-180 NTH A LIMEROCK BEARING RA110
COMPACTED TO 92-95
(LBR) OF 40
PERCENT OF MAXIMUM DENSITY
IN ACCORDANCE WITH AASHTO
METHOD T-180
r921� FRONT OF BUILDING SECTION
�3 o �u TYPE F CURB AND GUTTER
rTYPICAL ROADWAY SECTION
9 78
r9i"*9� TYPICAL PARKING SECTION
N. T. S.
N. T. S.
Future Curb An
6" ly-6'y 1 1-1 oty 11-2"
Gutter Construction 20' R Or As Shown
A
Exp. Joint
On Plans 2" R <z-
I AD
1'- 2�' z- 91
----------------------------- I
N
AC
5'- 0"
L-0- B
62.67'
47'
Valley Gutter- Curb And Gutter
SECTION BB
20' PER\AOUS PAVERS 11' DRIVE ISLE 11' DRIVE ISLE 20' PERVIOUS PAVERS
20' PERVIOUS PAVERS
11' DRIVE ISLE 11' DRIVE ISLE 51
PLAN
21' R 12-1011 �-V-2%
EL.1 24.16'
WHEEL STOP (TYP.)
APRON
'*"�-BUILD
1 �-1 01$ 11-2"
T IN
_k,
6" X 12" CONCRETE EL.1 24.01'
ELA 23.82'
VALLEY GUTTER ING
r
EL.1 23.83' 6" X 12n CONCRETE RIBBON CURB
EL.1 23.68'
FFE=1 24.65
3'-0"
S-6"
8" CONCRETE
RIBBON CURB
0.65% TO 1.28%
0.657. To 1.287.
2.15% To 3.15%
1 -
- I
RIBBON CURB
4A/\-
1%To 1.5%
SECTION AA
SECTION CC
1% TO 1.3% mop
SUBGRADE
600v� VALLEY
GUTTER DETAIL
N. T. S.
!112
BOTTOM OF ROC
2" SP 12.5 ASPHALT BEYOND CURB
EL.1 20.9
IN DRIVE AISLES
SUBGRADE 4" PERVIOUS PAVER NTH 2"J 6" LIMEROCK BASE
PEA GRAVEL SEE DETAIL 981
EXTENDS 6"
COMPACT TO 98%
6 OR 8" PAVEMENT
0)1
1'- 2$1
BEYOND CURB
MIN. 28" WASHED
MAXIMUM DENSITY
Slope To Fit
SHWT 119.00'
CRUSHED CONCRETE
MEETING FDOT NO. 57
SHWT 119.00'
AS DETERMINED BY
AASHTO T-180
Driveway
BOA 117.00'
STONE AGGREGATE SIZE
BOA 117.00'
................ .. A
PERMEABILITY = 12 FPD
COMPACTED TO A MINIMUM
PERMEABILITY 12 FPD
STABILIZED TO A MINIMUM DEPTH OF 12
INCHES AND BE COMPACTED TO 98
BAS
12"
A Std.
A)
6" Min.
BOTTOM OF ROCK
DEPTH OF 24 INCHES AND BE
PERCENT OF MAXIMUM DENSITY IN
12"
EL.1 20.85'
COMPACTED TO 92-95
ACCORDANCE WITH AASHTO METHOD
PERCENT OF MAXIMUM DENSITY
T-180 WITH A LIMEROCK BEARING RA110
2'- 0
IN ACCORDANCE WITH AASHTO
(LBR) OF 40
r
METHOD T-180
/12" STABILIZED SUBGRADE
For curb, gutter, curb and gutter and traffic separators provide
contraction joints at 10' centers (max.). Contraction joints
K920 TYPICAL PARKING SECTION
adjacent to concrete pavement on tangents and flat curves are to
N.T.S.
.�COMPACTED SUBGRADE�-:,��.
match the pavement joints, with intermediate joints not to exceed
10'
centers.
00'0
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DATE: 11/08/24
SCALE: N I S
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C-301
11 OF35
Page 24 of 56
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0
-*— A ----
00 INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
NINE 3" RED REFLECTORS MOUNTED
SYMMETRICALLY ON A 18" DIAMOND
MINIMUM PIPE BURIAL
REFLECTORIZED RED PANEL
DEPTH PER PIPE
INVERT ACCORDING TO MANUFACTURER
TRAFFIC LOADS: CONCRETE SLAB REQUIRED FOR TRAFFIC APPLICATIONS
6' 15#
PLANS/TAKE OFF RECOMMENDATION
'44
(Z)VARIOUS TYPES OF INLET & OUTLET ADAPTERS
4" PERMEABLE PAVER BRICKS: BEL—GARD, AQUA—BRIC
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
OR APPROVED EQUAL. STYLE AND COLOR APPROVED BY
(ADS N-1 2, ADS SINGLE WALL, HANCOR DUAL WALL),
OWNER
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
6" X 12" RIBBON
CURB
r3 2 8 END OF ROADWAY MARKERS
AIN-
WATERTIGHT JOINT
TYPE NO. 8 AGGREGATE IN OPENINGS
f
(CORRUGATED HDPE SHOWN)
N. T. S.
BEDDING COURSE 2" THICK (TYPE NO. 8 OR 89 AGGREGATE
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
// ,/-- COMPACTED WITH VIBRATORY ROLLER; DO NOT CRUSH
44
12" WHITE THERMO—
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11
PLASTIC STOP BAR
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
4
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
AT ENTRANCE
UNIFORMLY IN ACCORDANCE WITH ASTM D2321,
6" SUBGRADE COMPACTED TO 98%
A
CENTER OF TRUNCATED DOME SURFACE
6" WHITE THERMO—
MAX DENSITY MODIFIED PROCTOR PER
AASHTO T-180
.4
PLASTIC STOP BAR RADIUS
(2)- 8" - 30" GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE 8" - 15" BRONZE GRATES
Q- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
Q- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR
CONCRETE SIDEWALK
CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
4- GRATES SHALL MEET H-1 0 LOAD RATING FOR 12" - 24" PED
A
5- GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STID & SOLID
j MINIMUM 28 INCHES THICK WASHED CONCRETE
6- ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10"PED/STD GRATES & SOLID COVERS ARE
AGGREGATE MEETING FDOT NO 57 STONE
IrI5. 4$
L
6"111v 6
RATED FOR LIGHT DUTY APPLICATIONS ONLY
GRADATION. COMPACT NTH VIBRATORY ROLLER IN
RED BACKGROUND
7 - DOME GRATES HAVE NO LOAD RATING
21 -11-11"'1
11J, I'll
'�'J�- j 9 INCH LIFTS UNTIL UNYIELDING. DO NOT CRUSH.
THE INLINE DRAIN CAN BE
THE INLINE DRAIN CAN BE USED AT
USED TO THE BEGINNING OF A DRAIN LINE
ENTER AN EXISTING LINE BY
USE OF
WITE LETTERS
A RISER AND A TEE
WRAP EN11RE AGGREGATE
SECTION NTH
A --------- COMPACT 24" TO 927w--95% MAX DENSITY MODIFIED
PROCTOR PER AASHTO T-180
FILTERWEAVE WOVEN
GEOTEX11LE FABRIC
STO
U')
Z'
DOUBLE YELLOW
RISER
NOTES:
<
Pervious Paver
(WHERE NOTED
ON PLANS)
1. THE USE OF LIMESTONE AS AGGREGATE FOR PERVIOUS PAVERS IS UNACCEPTABLE Parking Area
PER MUTCD 2B-4 (R1-1) 30- HIGH
DUE TO ITS COMPACTION AND DEGRADATION OVER TIME
INTENSITY STOP SIGN
24" ENGINEERING GRADE STOP
2. CONTRACTOR TO INSTALL 6" PVC INFILTROMIETER FOR EACH PERVIOUS PAVER
SIGN FOR INTERNAL SIGNANGE
SECTION
Passenger vehicles ONLY
NOTE:
No Heavy Wheel Loads
RAMPS RUNS SHALL HAVE A TACTILE SURFACE. RAMP LANDINGS
No Muddy Tires
ADJOINING VEHICULAR WAYS SHALL HAVE A TACTILE SURFACE 36"
981
PERVIOUS PAVER PARKING SECTION
WIDE BORDERING THE VEHICULAR WAY. TACTILE SURFACES SHALL
BE CONSTRUCTED AS SHOWN ON DETAIL TD BELOW.
AND PAVEMENT UNDERDRAIN For more information
TEE
contact the
N.T.S. St, Johns River Water
SIDEWALK RAMP SHALL MATCH FDOT INDEX 304.
INLINE DRAINS
Management district
1-800-451-7106
2 1'2 TOP SIGN, BAR AND CROSSWALK
r S
9 �15 YARD DRAIN DETAIL
A A
SIGNS TO BE PLACED AS NOTED ON THE PLANS
N. T. S.
N.T.S.
12"Aff" PERVIOUS PARKING AREA SIGN
PAVERS
FDOT 902.4 FILTER SAND
SET
1211 IN 1/2
6" INVERT EL. 119.00
0
Cq
z'
MASONRY
SAND
6 4" DIA FULLY PERFORATED
A.D.S. PIPE NTH FABRIC SOCK
/6"
WRAP ENTIRE UNDERDRAIN SECTION
t
FIBERGLASS REINFORCED
WITH GEOTEXTILE FABRIC
20"
3000 PSI CONCRETE
3000 PSI CONCRETE HEADER RIBBON CURB
UNDERDRAIN DETAIL
r320 PAVED CROSSWALK
I(�qqj
N. T. S.
utill -
StrID
SI Ik Curb Type D Or Curb & Gutter
Width
N.T.S.
Varle Type F (Curb & Gutter Type F
Shown).
4
STEEL BALLARD
4" MIN.
AX.
3'
3' REINFO RCED W/
Ramp Curb
R=2 CAST
>� 1 12" 4"
< R RUBBED
2� >� 1/2' DIA. OPEN HOLES
6 x 6 b/ b WWlI
4b,
2—NO. 3 REBARS, 18"
b"o PITCH OPTIONAL LONG, LOOSE PER STOP
OR
12' Cross Ik
wa
HOLES DRILL 3" INTO PAVEMENT
Line (Typ.)
GROUT PIN HOLES
2" MIN,_/
3" MAX. �-8" MIN., 9" MAX.---J
2"
2-6" STEEL
6
(0
10'
Crosswalk
BALLARD
(6' Min.)
12"
'/T/
V
5"
CONCRETE
6'-0'
6'
2" MIN
�—1 2"(')--1 --1 — 3- MAX
DOUBLE GATE t"A�BALLORD DETAIL
PLAN VIEW PICTURIAL VIEW
,
N.T.S.
NOTE:
3,000 PSI
CONCRETE
WALLS: 6 FEET HIGH BE CONSTRUCTION OF MASONRY BLOCK
RAMPS RUNS SHALL HAVE A TACTILE SURFACE. RAMP LANDINGS
NO. 4 BARS, 18" LONG 8 . . . . . . . . . . . . . . . . . . . .
APPROVED BY THE CITY OF OCOEE PRIOR TO
ADJOINING VEHICULAR WAYS SHALL HAVE A TACTILE SURFACE 36"
PER GUARD)—,-.
CONSTRUCTION.
WIDE BORDERING THE VEHICULAR WAY. TACTILE SURFACES SHALL
-,-,--(-rwo
BE CONSTRUCTED BY TEXTURING TO A DEPTH NOT EXCEEDING 1/8" BY
DRILL HOLES
IN CONCRETE GATE: DOUBLE GATE SHALL BE CONSTRUCTED OF CYPRESS
USE OF A TAMP OR ROLLER FABRICATED WITH AN IMPRINTING SURFACE
FOR GATE STOP HOLDERS WOOD OR CHAIN LINK WITH SLATS
OF EITHER 1" MESH 0.250 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL CRIMP),
NO. 3 REBAR (LONGITUDINAL)
APPROVED BY THE CITY OF OCOEE PRIOR TO
#6 EXPANDED METAL (STANDARD) OR 3 L.B. EXPANDED METAL GRATING.
CONSTRUCTION.
TRANSITION SLOPES ARE NOT TO HAVE TACTILE SURFACES.
CONCRETE BUMPER GUARD PRECAST WHEEL STOP
t'9j7B*"'N DUMPSTER PAD / ENCLOSURE
'4'�
K3 o R AMPS FOR PEDESTRIAN TRAFFIC FDOT CR—F
N. T. S.
t'90'1's� CONCRETE WHEEL STOP
N. T. S.
'N.z� N. T. S.
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JOB # 2024-010
DATE: 11/08/24
SCALE: HIS
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
12 OF 35
I
Page 25 of 56
L0
- I
Lo
12'
I C I
z
M
X
4'-5"
PLAN VIEW
FIBERGLASS SKIMMER BOLTED
TO STRUCTURE WITH Z BRACKETS
FIBERGLASS SKIMMER
TOP EL. 122.62'
BOTTOM EL. 120.75'
TOP EL. 121.92'
TOP EL. 121.25'
6" UNDERDRAIN_,---
INV. EL. 117.00'
NNEUMN
4'-5"
TOP EL. 122.62'
0
18" HDPE
1- --- L -------
INV. EL. 116.75'
CONTROL STRUCTURE DETAIL -MOD. TYPE D DBI
N. T. S.
DIMENSIONS
AND QUANTITIES
See General Note No. 3.
See Sheet 5 Of 6 For 3" Slab Quantities
D
x
A
B
C
E
F
G
M
N
52j'CONCRETE SLAB (CY)
0
SODDING (SQ. YDS.)
Single
Double
Triple
Quad.
Single
Double
Triple
uad.
Single
Double
Triple
Quad.
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
Pipe
2:1
Slope
15"
1 92
2.18
4.10'
2.06'
5
1.22
4.63
7.21
9.79
1237
1.19
0.38
0.58
0.77
0.96
21
24
27
30
-2-7
2�- 150
1.971
2.74'
4.71'-
7f.56
- 6'
1.41'
4.92'
7.75'
10.58'
13.42'
-1.21'
0'44
0.65
0.87
1.09
22
25
28
31
24"
3'-5-
2.06'
3.85'
5.91'
3.56'
-7
--T.-73
5.50
8.92'
12.33'
15.75'
1�.25
0.54
0.83
1.12
1.42
24
28
32
35
30"
4'-3
2.15'
4.95'
-T�
10
6'
8'
2.-00
6.08
10.33'
14.58'
18 8-3
-1.29'
0.66
1.09
1.50
1.91
26
31
35
40
.
-T--1"
2.25'
6.08'
8.33'
5.56'
-9
---f.-24
6.67'
11.75'
16.83'
2-1-.92
1.33'
0.81
1.38
1.95
2.51
28
34
39
45
42"
6'-0'
2.34'
7 .2-1
9.55'
6.56'
10'
1-45
7.25
13.25'
19.25'
25.25'
1:3�8
1.70
2.45
3.19
30
37
43
50
48"
6'-9"
-f.-431-
9-.�33
10.76'
7.56'
-11'
-2.65'
7.83'
14.58'
-Tl�.33
28.08'
1.42'
1.13
2.04
2.93
3.84
1 32
39
47
1 54
54"
7'-8-
2.52'
9.44'
11.96'
8.56'
12'
-Z.-83
8.42'
16.08'
23.75'
--Y1. 4-2
1.46'
1.31
2.44
3.58
4.72
34
42
51
59
60
-6
62
fO �56
-f 3 �18
-§-5-6
�14
-':�-00�
--9-00�
17.50
26.00,
34.50,
1-6-07-
1.51
2.89
4.28
5.68
36
45
55
64
66"
9'-2"
2.71'
-T
1.6-8
-j-4-.39
mo.-56
15'
3.18'
-T-58
1-8. 7 5'
27.92'
37.08,
1.54'
1.68
3.25
4.84
6.43
38
48
58
68
1 72"
1 0'-b-
2.80'
12.-90-
_P5-.60
--Tl�-56
�16
-T-30
70�.16
-10.1-6
-3b.16'
40.16,
1.58'
1.8§-
3.74
5.59
7.45
40
51
62
73
B E
A 6.42' 6.25' Dimensions permitted to allow
use of 8' standard pipe lengths.
010.40' 10.10' Dimensions permitted to allow
use of 12' standard pipe lengths.
A*Concrete slab shall be deepened to form bridge across
cro wn of pipe. See section below.
4:1
Slope
15"
2'-7
2.27'
4.09'
6.36'
4.03'
-8
-1-
.22'
4-
.6 3'
7.21'
9.79'
.3-7
-T2
-
1.19'
0.57
0.87
1.15
1.44
23
26
29
32
18"
2'-10"
2.36'
5.12'
7.48'
5.03'
91
1.41'
4.92'
1 7.75'
10.58'
13 42
1.21'
0.66
0.99
1.31
1.65
25
28
31
35
24"
3'-5-
3
2.53'
7.18'A
9.71'
7.03'A
11'
1.73'
5.50'
8.92'
12.33'
15.75'
1.25'
0.85
1.30
1.75
2.20
28
32
36
40
30"
117- �3
--f -7-0'-
9.25'
11.95'
9.03'
13'
2.00'
--6�.08
10.33
14.58'
18.83'
1.29'
1.10
1.74
2.39
3.05
31
36
41
46
36-
5'-1
2.87'
1-1-3-1�5
-1-4-.-18
11.0
15'
2-.24
--6-.-67
11. 75'
1 16.83'
21.92'
1 1.33'
1.32
2.21
3.08
3.96
34
40
46
52
42"
6'-0--
--S.�05
-T3�.37
16.42'
13.03'
17'
2.45'
-T�25
13.25'
19.25'
25.25'
1.38'
---i-.58
2.76
3.91
5.09
38
44
51
58
-
48"
14
6'-9"
3.22'
15.43'
8.-65
-F5-.0-3
19'
2.65'
7J8-3-
14.58'
21.33'
28.08'
1.42'
1.85
3.30
4.73
6.17
41
48
56
63
54"
7'-8-
7
.39
-T
7.49
-10.8-8
-�'7.03
'21
---��-.83
---9.-42
16.08
-13-.75
--Y1. 4-2
--T:4�6
2.14
3.95
5.77
7.58
44
52
61
69
011
8'-6"
8
3.56'
19.55'
-23-.11
23'
3.00'
--9.-00
17.50'
26.00'
--S4-.50
1.50'
2.45
4.66
6.87
4
56
66
75
9 '-2"
1 3.73'
1 21.62'
1 25.35'
1 21.03'
r
25'
3.18'
1
18.75'
27.92'
3 7.0-8
1.54'
1 2.88
1 5.54
1 8.18
10.84
1 49
1 59
1 69
-
1 86
72-
10'-0-
1 (
1 3.91'
122.68'
126.59'
123.03'
1 27'
1 3.30'
1 10. 16'
2 0.1-6
-4-0.1-6
1.58'
1 3.18
1 6.27
1 9.36
12.45
1 52
1 63
1 74
1 85
10
to
10
1' --Beveled Or Round Corners
ia
Concrete Slab, 3" Or 5J' Thick,g-'
2 10
Reinforced With WWF 6x6-M.4xWI.4
TOP MEW -SINGLE PIPE
S/op
Gen e Vari,
era/ Ivots See
Vo
3 Or5 2
D �rou-
eepen nd Outsjjde
2 Sl
Edge Of Pipe For 5J
Concrete
Pipe
#4 B
No Pipe Joint Permitted
Unless Approved By The Engineer
E
Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered End
SECTION
0
/X
Sod-"-/14
Side Ditch
Sod
E0
0
x
es
-1 1
5' Sod
J
*Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller.
2:1 For Pipes 24" And Larger.
2:1 Miter: To I Pipe For Pipes 18" And Smaller.
1:1 For Pipes 24" And Larger.
10
Or Round Corners
Concrete Slab, 3" Or 5J Thick,0-----
2
Reinforced With WWF 6x6-VA.4xWI.4
TOP MEW -MULTIPLE PIPE
NOTE: See sheet 6 for details and notes.
272 )1 ITERED END SECTION
N.T.S.
160
0
-0
1:110 <
'X
Sod---/
4:1 SIDE SLOPE
6" UNDERDRAIN EL. 117.00'
18" HDPE INV. EL. 116.75'
5'-5'$
FRONT VIEW
FIBERGLASS SKIMMER
TOP EL. 122.62'
BOTTOM EL. 120.75'
C.S. TOP EL 122.62'
TOP EL. 121.92'
TOP EL. 121.25'
CROWN TRENCH IN UNIMPROVED
AREAS (3- MIN.)(SEE TYPE B _�TRENCH WIDTH VARIES
BEDDING AND TRENCHING DETAIL W/ SIZE OF PIPE
O.C. STDS FOR OTHER RESTORATION)
.............
12" (TYP.)
A
1�
X
X/ .. . -
/
SELECT COMMON FILL
BEDDING ROCK X
i - oo 0o CO
o 0o
oo
0 0 o
/00 -0 0
0oo 0
-0 0
o -o
0?�-J-�o oo
PIPE BEDDING Q0 n
8&9)
(SEE NOTE 8&9)
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UNDISTURBED EARTH
NOTES:
1 . PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM
DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL - COMMON FILL COMPACTED TO 95% OF THE MAXIMUM
DENSITY PER AASHTO T-180.
3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE COUNTY.
4. (*): 15" MAXIMUM FOR PIPE DIAMETER LESS THAN 24", AND 24" MAXIMUM
FOR PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION
OF FLOW.
7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING
IN EXCAVATIONS.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE
COUNTY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS
THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH
OF BEDDING ROCK BELOW THE PIPE. COUNTY SHALL DETERMINE IN
THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH
SUITABLE FOUNDATION.
TYPE A BEDDING AND TRENCHING DETAIL
FOR STORM PIPE INSTALLATION
N. T. S.
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FJOB # 2024-010
JOB #
DATE: 11/08/24
SCALE: N TS
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C-303
13 OF 35
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Page 26 of 56
Top Slab Reinforcin Supple ental Bar A Or B 00
Lull
Type A Or B Riser 16-5 -00 ATTOP SLAB &
Type A Or B Riser F-- SLAB DESIGNS SQUARE AND RECTANGULAR STRUCTURES U, sk
2 Additional Bars A Bars A Short W, I \tp (ALL SLABS r THICK REINFORCING PARALLEL TO SHORT WAY AND LONG WAY)
2- #5 Hoop Bars al Sh K
0 5' 0. C. -B (2 Lap Splices Permitted) 0 1.- SLAB DESIGNS ROUND STRUCTURES
*5 Hoop Bar (See Section B 7;Fpt Wall or inforcin Z
ndicular Bars Shear Key SHORT -WAY LONG --WAY SHORT -WAY LONG- -WAY SHORT -WAY LONG --WAY CD -0 0
Perp"Sect'lon A -A) A *4 Hoop Bar R, LO
(See 7' 3'-6- SLAB SLAB SLAB SLAB SLAB SLAB SUB REIINFORCING 6 C: Cy U.)
q� 2 AVitional Bars B--- -+-121 SCHEDULE SCHEDULE EDULE SCHEDULE SCHEDULE (2 WAYS) 6' LLI U, i_7 Co I
0 5 Max. 0. C. Each-< N\F- will be permitted subject to the D DEPTH DEPTH DEPTH DEPTH DEPTH DEPTH THICKNESS Lo
L �Ib 1 10* Draf N,,r- - NOTE: Variations in shear key dimensions SCHEDULE SLAB SCHEDULE
1,51" Side Of Opening - - -- - - Engineer's approval. 'J C-4
2- * 7's Each T
Reference Axis Dra -4' X UNLNM sm ow am aw SM 3'-e
W" 0.5'< 29' B kO.5'-40' B ->0.5'< 3' D kO.5*< 3' D k 0.5'< 3' D k 0.5'< 3' D kO.5'-40' 8- C
W
sm 3'
Placed On To -1 2 A dition I Bars A 10 C) (D
? 4- 0 5 0. Ca Shear Key J) M
Bars A And At "45' :1 Optional Shear 3 > 29'-40' C 3'< 4' C 3'< 4' C 3'< 4! C .3' < 4' C LLI V) r-
Key (3 C:)
4'< 14' B AV < 14' B 4'< 9' B 4'< 9' B C14
Bars B Long 14'< 21' 14'< 21'
C C 9'< 17' C 9'< 17' C 00
-rc'n hear K 1�r
i-I S
0SHoc Wall Re4inforcinr.
4 1Z �4 10. D f J��EDULE
+_12
Parallel Bars B (See Section A 4�ly (See Section wat)
I A)-J B- 21'< 28' D 21'< 28' D 17'< 31' D 17'< 31' D
U- TOP SLAB REINFORCING STEEL DIAGRAM 0
0 TOP SLAB REINFORCING STEEL DIAGRAM U- AT BOTTOM SLAB 28'-40' F 28'-40' F 31'-40' G 31'-40' G E
Bottom Slab Reinforcin
SM 4!-V X UNLNM sm ow sm aw SM 4!-W
ct a a-
7E -
SLAB TO WALL DETAILS FOR PRECAST ALTERNATE 19'< 29' C 34'-40' C 3'< 4' C 3' < 4' C 3' < 4! C 3'< 4'- D
E �29-40 4'< 12' B B B C
Ld 6 LU D 4< 15' 4'< 16' 4'< 18'
a
3' 12'< 19' C 15'< 21' C 16'< 22' C 18'< 25' D
-6" (Typ.) - 6
0 *4 0 12" BW 4 0 12" BW 2 19'< 26' D 32' F
00 0 D 21'< 30' D 22' < 29' 25'<
X I , 20 (Horizontal Bars X
0 (H I t I Bars 0 26'-40' F 30'-40' F 29'-40' F 32'-40' - G
0.0
Ajl� 3� Coonrilzno.no.as Aro.n
0 M 0 s 4� 6:" d -0 a ]I P6 Continuous Around
"a
r
i2 �ar ro. 6 Cc nr or 'D 0 0 U) Comers Fo sm aw sm
0.2 4-0 1--p R.crt.nsUF,. 0 of a Bars gulor 4).2
r Rlsers)p B rs Recton r Risers afs 8.
is -0 ->0.5'< 3' C ->0.5'< 3' C ->0.5'< 3' D ->0.5'< 3' D k 0.5'< 3' F k 0.5'< 3' F ->0.5'< 30' c
C r 9- 4 Ties 0 12" D.C. -
-Extra # = 19, B 3'< 1W
2 4!s V) V) (See Section) Rotate* 4 Bars As Required V <
�Each Side And -a /-*4 Ties 0 12" O.C. To Maintain Cover 19'< 28' C 1 9'< 28' C 4!< 7' B 4'< 16' 6 14'< 20' D 14'< 20' D
--BUI s B Vertical Wall Reinforcing
D 0 *5 1 28'< 38' D 28'< 38' D 7'< 16' C 16'< 23' C 20' < 26' E 20'< 26' E
D Above Opening E E In , I-
+- - - -- -0 2 ! - (See Table) n=a
Z 0 -0 - 0
Rei nt 38'-40' F 38'-40' F 16'< 23' D 23'< 32' D 26'-40' G 26'-40' G
0 1.2 M M �,2 U- 6
*4' 0 12" D.C. 4 See A5ec'ion,�O�, 23'-40' F
a
I
Periph ra, <
forcement
7Each Way 0 0 .01 xtra Reinforcin Horizontal Wall Reinforcing -ar 0 0
Z 5 _,O 0 *a 6 1 sm 5W sm 6W sm 01-T
a. m -2 C C 0 1 At upenin -(See Table) *5 Peripheral 8.
P P 05�� (See ote t8' a- M LL-
I Dir R I kO.5'< 3' C kO.5'< 3' C kO.5'< 3' D kO.5'< 3' D �C;;!0.5'! 8' B
0 8. L WALL DESIGNS RECTANGULAR SlRUCTUR
06 4 11 8 'D 'i Reinforcement
- 0 0 3'< 16' B 3'< 20' B 3'< 15' C 3'< 4' C < 8, 8. C
-2 X W 16'< 24' C 20'< 29' C 15'< 21' D 4'< 18' B 18'< 30' 8. D
1 r 1.2 E 1, r. VERTICAL RENFDROING HORIZONTAL REIINMRCINS' 8.
W D D E C
Wall Reinforcing l'-6- 24'< 3 4' 29'-40' 21'< 27' 18'< 27' 30'< 37' E
or. A -0 max.) 34'-40' 27'-40' G 27'< 3 7' D WALL LE 37'-40' 8.
37'-40' E
ALTERNATE A ALTERNATE B DEPTH DEPTH
In, F
Bars B 0) Bars A-' "-Bars B SECTION C-C (max.) SCHEDULE WALL
.2 .2 6 am aw SIM 7W sm 81-W
F- 12 SECTION A -A SEC71ON B-B SPECIAL TOP SLAB* kO.5'< 3' C kO.5'< 3' C kO.5'< 3' E kO.5'< 3' E ->0.5'< 9' 0 C
-1 0 NOTE: Provide extra reinforcing each side of each opening ->1.17'-40' A ->1.17'-40' 1 B io.
a I NOTE: When the inside diameter of a round structure is a V) 3, < iV B 3' < 22' 6 3'< 4' D 3' < 4' D 9'< 15' 1 D
Fn not more than V-6" larger than the opening in U5- at 3' maximum spacing equal to half the area of vertical 14'< 21' C 22'< 33' C V< 16' C 4'< 16' C I 15'< 23' 10" E
the riser or top slab, the top of the structure reinforcment removed by the opening and provide the 21'< 39' D 33'-40' D 16'< 22' D 16'< 22' D 23 <33, 12" E
or riser shall be constructed according to the some area of reinforcment above each opening at 3" 39'-40' F 22'< 28' E 22'< 28' E 33'-40' 12" G
"Special Top Slab" details on this sheet. maximum spacing as removed by the opening. 28'-40' G 28'-40' G 21.17'-40' 1 A k 1. 17'-40' 1 B
am 5W SM 7W I I sm 101-V
GENERAL NOTES kO.5'< 3' C ZO.5'< 39' B ZO.5'< 3' E ko.5,< 3, E sm 1151-0 ->0.5'< 6' 10" C
3'< 8' B 39'-40' C 3'< 4' D 3'< 4' D ->1.17'-40' A I ->1.17!c 331 B 6'< 11' 10" D
1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and S-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. The corner fillets shown are necessary for rectangular structures used with circular 8'< 17' C 4!< 15' C 4'< 17' C 1 33'-40' 1 C 1 1'< 17' 10" E
square (Alt. B) are designated Type P. Larger standard structure bottoms tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless risers and inlet throats and used on skew with rectongular risers, inlet and inlet 17'< 23' D 15'< 21' D 17'< 23' D 17'< 23' 12" E
are designated Type J. Risers are permitted for all structures. otherwise shown in the plans or other standard drawings. Alt. B structure throats. Fillets will be required in lieu of the bottom slab of the Alt. B riser when used 23'-40' F 21'< 27' E 23' < 29' E 23'-40' 12" G 1711
bottoms may be used in conjunction with curb inlet Types 7 & 8, or with the Alt. A box. Each fillet shall be reinforced with#2- 5 bars. 27'-40' G 29'-40' G k 1.17'-4077177777 1 kl.17'< 221 B 0
2. Wall$ of circular structures (Alternate A) constructed in place may be dany ditch bottom inlet unless otherwise shown in the plans or other standard 1 22'-40' 1 C LL- UJ
of non -reinforced concrete or brick or reinforced concrete. Precast and raw,ngs. 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on sm 5W SM 7W 7`-0 sm 1:r-W
rectangular structures (Alternate B) shall be constructed of reinforced Index No. 201. ->0.5'< 3; C kO.5'< 32' B kO.5'< 3' E ->0.5'< 3' E 01 kO.5' < 6' 12" C
concrete only. 3'< 8 B 32'-40' C 3'< 4' D 3'< 4' D kl.17'-4 A I ->1.17k 15'1 B - 6 -<1 1 12" D
7. Rectangular structures may be rotated as directed by the Engineer in order 15-< 25-1
to facilitate connections between the structure walls and storm sewer pipes. 8' < 17' C 4< 12' C 4'< 18' C I c
3. Wall thickness and reinforcement are for either reinforced cast -In -place 1 25'-40' 1 D - 11< 16' 12" E UJ
12. Structures with depths over 14' are to be checked for flootation by designer of 17'< 23' D 12'< 18' D 18'< 24' D 16'< 20' 14" E
oi� precast concrete units except that precast circular units ma.V be furnished project drainage. 23'-40' F 18'< 24' E 24< 32' E am 111111-V 20'-40' 14" G
with walls in accordance with either A.S.T.M. C-478 (up to 96 diameter) 8. Except when ACI hooks are specifically required, embedment hooks in the 24'-40' G 32'-40' G A 1. 1 7!< 11' B
or A.S.T.M. C-76, Class 111, B Wall, modified where the elliptical steel cage ->1.17'-40'
area is placed 'in the center one-third of the wall. top and bottom slabs may be replaced with straight embedments or peripheral 13. Units larger than specified standard may be substituted at the contractor's option
reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such I 1'< 19' C
'Rebor Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger 19'< 29' D
4. Top and floor slab thickness and reinforcement are for precast and cast in REINFORCING SCHEDULE 1 29'-40'
place construction. Top and floor slabs shall be of Class 11 Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate B units without approval of the - F
concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be Engineer. This note applies to this Index only. GENERAL NOTES GRAM 00 mm sm
1. Slab reinforcement is appropriate for top, intermediate, and bottom slabs. OR >
�sed in lieu of Class I and Class 11 concrete in precast items manufactured 9. All steel bars shall have 11' minimum cover unless otherwise shown. Horizontal ME= 05 KN (I= FMWI -1.17'-40' 1 A I Z1.17k 15'1 C
!n plants which are under the 'Standard Operating Procedures' for the steel in rectangular structures shall be lopped a minimum of 24 bar diameters 14. For manhole and junction box tops, for frames and covers, and, for supplementary 1 15'< 22' 1 D
inspection of precast drainage products. at corners. details see Index No. 201. 2. Slab depth is measured from finished grade to top of slab. in A I
5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire A 0.20 22'-40- 1 F LL.Ji
fabric, either smooth or deformed. 3. Wall design depth is measured to the top of the bottom slab for boxes and B 0.24 0
to the top of the intermediate slab for risers. C)
C 0.37 0
D 0.53
4. Wall height is the distance between top of lower slab to bottom of upper sic E 0.73
IF 1.06 0
' `�oo STRUCTURE BOTTOMS TYPE J AND P G 1.45 >-
02
N. T. S.
0
(0
2'-4- 00
LO
2- 11- 11 2" CID rn
3'- 4- cc to
2 NOTES (FRAMES, AND COVER) -J
7)) r) r) n -9- L, C:
#8 Bars
Q Of Grate X Lj 0
A A7 1. The 212 lb. cover is to be used for all frames Types 1, 11, 111 and LLJ
2-#8 Bars .0 0 0:: to
the 2-Piece Cover, and is the replacement cover for all previous frames 2' Min, M LJ
0
with 14' deep seats (traffic type). The 185 lb. cover (non- ro 20 0 r-
traffic type), 1984 Roadway and Traffic Design Standards Index 2'-8" Max. Tongue & Groove I C=== C=== a -
No. 201, is the replacement cover for existing frarnes with Joint To Match 21' 2'-0- 2J' CD
C== C=== Lo <
Riser 4-t C=== M
deep seats. Installation of frames with deep seats is not Riser EEi3 - T
permitted. The 185 lb. covers are to be placed in existing 4' Dia[ T &- I I I 'ff)
deep seated frames only when specifically called for in the A 2'-4 8 :2
plans or as specifically directed by the Engineer. C- All Reinforcement No. 6 Bars <
-D Except 6 #8 Bars Shown. U) LO
HALF SECTION CAST IRON GRATES
r-) Bars Spaced @ 6" Centers Both UJ
C- Ways Except Middle Bars Shown PRECAST CONCENTRIC CONE Z:
0 7" Centers. All Bars with ACI 0
- - - - Standard Hooks Canted Approx. Concrete Or PLAN (o
TYPE C C14
2-#8 Bars 45, Or Embedded In Accordance 8" Brick. See 0
ji �t it With The Slab Reinforcement Note 3. Approx. Weight 235 Lbs. (N
NOTES (TOPS) 2' 3'-4- 5J 1-1
14* Detail Shown Under Optional Dia. 1-iN (D
00
TOP MEW 1. Manhole top Type 7 slabs shall be of Class 11 concrete. Construction Joints, Sheet CAST IRON GRATE 4 i � 2'-0"
Concrete as specified in ASTM C-478 may be used for REINFORCEMENT PLAN No. 3 of 6, Except All #8 Bars
Clips Permitted i. And #6 Bars Around Manhole 3'-6" Or 4' Di
Opening Shall Be Hooked. 8
r- 2 �-3 Grate o. L
On 3 -0" Frame precast units; see General Note No. 3. C3
-411 co X 2" C Eye Bolt 0) Z -2
2. Manhole top Type 7 slabs may be of cast -in -place or 13RICK OR CONCRETE
4 2'-0" Or 3'-0' V) CL
TOP MEW precast construction. The optional key is for precast tops See Index 201
and in lieu of dowels. Frame and slab openings are to > U, 0 _J
<
2'-0" Or 3'-0" be omitted when top is used over a junction box. Frames A� Min I --
can be adjusted with from one to six courses of brick. Ld LLJ
t
_W 0 0 C Bars @ 0 a- 0
2'- 8" Aax. Tongue & Groove I a a
00 0
CJ
10 & 4' Dia. oint To Match M <
3. Manhole top Type 8 may be of cast -in -place or precast 8" For 3'-6" 12" Ctrs.
- concrete construction or brick construction. For concrete 14"Optional Key 10" For 6' & 7' Dia.
Riser
4" Riser SECTION C) <
construction, the concrete and steel reinforcement shall T
3'-6" Or 4' Di
be the same as the supporting wall unit. An eccentric
10* Draft Thickness Of
cone may be used. Structure Wall TYPE C TWE C 0
3'-6", 4'-0", 6'-0', 7'-0" Do. Straight Bars 2"Ic Recommended Maximum Pipe Size: I--
4. Manhole tops shall be secured to structures by optional PRECAST ECCENTRIC CONE Reticullne Bars 1-inx 2'-0" Wall-18" Pipe Ld
"3- 4� 4 Ld <
construction joints as shown on Sheet 3 of 6. SEC11ON Bands 1-1"X in Ld < 0
SEC11ON WALL SECTION SECTION 2 3'-l" Wall-24" Pipe [Z
TYPE 7-T ORAFFIC) (H-20) TYPE 8 Approx. Weight 100 Lbs. F-
TYPE I TYPE 11 LLJ -0
For Manholes For Curb Inlets Types 1, 2, 3, & 4 MANHOLES 0 0
STEEL GRATE 0
Of
GENERALNOTES
MANHOLETOPS 1 . These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches, Q)
medians and other areas subject to infrequent traffic loadings but are not to be placed
in areas subject to any heavy wheel loads. co
. .. I I . . I I 1 2. Inlets subject to minimal debris should be constructed without slots. Where debris is a
Co
<D Typical Location 0 problem inlets should be constructed with slots. Slotted inlets located within roadway V)
6 For Bottom Slab clear zones and in areas accessible to pedestrians shall have traversable slots. The U)
Pick -Up 0 Z Without Sump traversable slot modification is not adaptable to inlet Type H. Slots may be constructed 0)
4) S- 1 2'-0' S
Hole V) 0 at either or both ends as shown on plans.
0
8" W 8-
v v 3. Steel grates are to be used on all inlets where bicycle traffic is anticipated. Steel grates
Non -Skid are to be used on all inlets with traversable slots. Either cast iron or steel grates may be 0
0, F
used on inlets without slots where bicycle traffic is not anticipated. Either cost iron or
Surface L -traversable slots. Subject to the selection U)
0 steel grates may be used on all inlets with non :3
47 U) cn described above, when Alternate G grate is specified in the plans, either the steel grate, Cf) -0
bs �Qptional) L4 hot dipped galvanized after fabrication, or the cast iron grate may be used, unless the Z c:
311 plans stipulate the particular type. 0 Q)
TOP MEW
E 42 0
SECTION :3 _--Grout 5; 0
4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than 0
4 Per Ft. 6'-0" 8" LIJ
Dia. Varies U) 8" S-15" 8" those recommended must be checked for fit.
TOP MEW (112- Std - M - - - O:� 0
COVER FOR ALL FRAMES Unless Otherwise Unless OtherwiSE 0
Shown On Plans Shown On Plans 5. All exposed corners and edges of concrete are to be chamfere 4 Ld
LO :Wc
F- 04
4 2'-0" Or 3'-0" < 0
WEIGHT OF CASTINGS Note: Grout to consist of 3:1 Sand -Cement Mixture or any Class Concrete. 6. Pavement to be used on inlets without slots and inlets with non -traversable slots only 0 C14
when called for in the plans; but required on all traversable slot inlets. Cost to be 1-11
-41 Galvanized Hardware Cloth U)
2' OPENING 3' OPENING FOR AH STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL
Frame 2-Piece Cover NOTE: Alt. B Structure Bottom Only. See Detail No. 200 included in contract unit price for inlets. Quantities shown are for information only.
Ribs Type Frame Cover Frame No. 4 Coarse Aggregate 2'x 2'x [qluol 001MV0
(Optional (Std . Cover Ring Filter Fabric DRAINAGE STRUCTURE INVERT
Total 7. Traversable slots constructed in existing inlets shall be paid for as inlets partial, CL
r- STRUCTURE BOTTOM FOR INLETS TYPE C and shall include the cost for slot openings, paving and any required replacement grates. I—,
1 126 Lbs. 212 Lbs. 220 Lbs. 212 Lbs. 250 Lbs. 462 Lbs. E
NOTE: Sump bottom appropriate for all manhole and inlet types. JOB # 2024-010 0
�5" Cost for sump bottom to be included in the contract unit 8. Sodding to be used on all inlets not located in paved areas and paid for under contract
11 134 Lbs. 212 Lbs. 260 Lbs. 212 Lbs. 250 Lbs.462 Lbs. price for inlet or manhole. unit price for Sodding SY. DATE: 11/08/24
111 98 Lbs. 212 Lbs.1220 Lbs., 212 Lbs., 250 Lbs 462 Lbs. SCALE: N T 11;
WALL SECTION SECTION SUMP BOTTOM 9. For supplementary details see Index 425-001. DESIGNED BY: DEG
TYPEIII BOTTOM VIEW 10. When used in traffic areas use four sided bearing grate. U.S. Foundry#6450 or equal. DRAWN BY: DEG
For Curb Inlets Types 7 & 8
APPROVED BY: DEG
/"`*2�01 SUPPLEMENTARY DETAILS FOR MANHOLES AND INLETS
CAST IRON FRAMES 0
N. T. S. r425 F.D.O.T. TYPE C INLET
N. T. S. C-304 -0
I-,
U)
14 OF 35
Page 27 of 56
PROPERTY
LINE 10' BERM
BERM EL. 123.65'
SLOPE 1OH:lV MAX
BERM EL. 123.65'
r-SEE DETAIL 906
VARIES
SOD BANKS TO 2' BELO'
2' MIN.
100Y-24H =122.62'
25Y-96H =122.04'
NWL = 119.00'
\7
EL. 117.00'-
2
2
x
WET DETENTION POND 201 CROSS SECTION
N. T. S.
RIBBON CURB
EL. 123.68'
VARIES
BUILDING
FFE=l 24.68
SIDEWALK
EL. 124.35' TOP EL. 124.00'
BUILDING STEM WALL
25Y-96H =123.86' 100Y-24H 123.92'
SOD
\Y,
BOTTOM EL. 121.50'
X
'X
DRY DETENTION POND 202 CROSS SECTION
Kgo2
N. T. S.
1 2 3 4 5
PROPERTY
LINE
VARIES
--10' BERM
BERM EL. 123.65'
SLOPE 1OH:lV MAX
BERM EL. 123.65'
TOP EL. 123.62'
5 Y-9
2 25Y-96H 123.49'
100Y-24H 123.52'
SOD
\z
BOTTOM EL. 122.80'
SiI
; 1,
_ .1 , <
<
EXISTING PERMEABILITY RATE IS 3 FEET/DAY
Kgo3 DRY DETENTION POND 203
CROSS SECTION
N. T. S.
1 2 3 4 5
MATERIAL QUANTITIES
FILTER LENGTH
58 LF
PERFORATED UNDERDRAIN LENGTH
57 LF
SAND SECTION AREA
11.63 SF
SAND BANK VOLUME
674.25 CIF
BOLD & GOLD SECTION AREA
15.5 SF
BOLD & GOLD BANK VOLUME
899 CF
#57 STONE SECTION AREA
7.75 SF
#57 STONE BANK VOLUME
449.5 CF
N080 SEPARATION GEOTEXTILE
1,030�5 SF
30 MIL PVC LINER
1,04125 SF
NCL EL: 119.00
4
1
30 MIL PVC LINER
#57 STONE (CLEANED & WASHED�
N080 GEOTEXTILE WRAP
AROUND STONE
6"PERFORATED
UNDERDRAIN WRAPPED IN
NONWOVEN GEOTEXTILE
BOLD & GOLD U =
N. T. S.
EL. 124.16'
PROPERTY
LINE
EL. 120.26'-� 1 "
CLEAN, FREE -DRAINING
SAND (NO ORGANICS)
<3% PASSING NO. 200 SIEVE
EL: 118.50
T-9"
RETAINING WALL I I
GRADING CROSS SECTION
N. T. S.
GRADING CROSS SECTION
N. T. S.
932 GRADING CROSS SECTION
A A N.T.S.
4
1 [::��
�2
BUILDING
0
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'LYL
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F_
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0-1
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04
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ID
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04
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-010)k2
;::I
I
JOB # 2024-010
DATE: 11/08/24
SCALE: N I S
DESIGNED BY: DEG
DRAWN BY: DEG
APPROVED BY: DEG
C-305
15 OF 35
Page 28 of 56
Extent of Pavement
Replacement
Stage 2
Stage 1
T__
1/2 of Pipe
lacement
Diameter or 1' Typical Cross
Min. Section
Straight and Smooth
Saw Cut Existing
Surface Treatment
- I
Varies
Butt -Joint Detail
Stage Compactions:
1 . Backfilling of trench shall be in six inch (6") maximum
lifts.
2. Stage 1: Backfilling trench in Stage 1 shall use proper
mechanical equipment to insure proper compaction
throughout, including pipe haunches.
3. Stage 2: Backfilling trench in Stage 2 shall be to
bottom of sub -grade.
1. All work and material for the Flexible Pavement
Reconstruction shall be in accordance with the most
current Qity of Ocoee - Engineering Standards Manual
(available at OCOEE.ORG).
2. Any conflict between ESM specification and this sheet's
specifications shall be resolved by the more stringent
requirement.
3. Replacement asphalt shall match the existing structural
and friction courses for type and thickness in accordance
with requirements as set forth by the ESM.
4. Replacement asphalt shall be installed the to the full
width of the travel lane.
5. Backfill and base material shall be clean and homogenous
compacted to 98% of the maximum density per AASHTO
T-180. Tack shall be added to the new base material
prior to installing the replacement asphalt.
6. Base course shall be prepared in 6" lifts maximum, and
thoroughly compacted.
7. Where trench line abuts existing curb(s), construct clean
butt joint with curb. In the event curb is undermined
and/or compromised, curb shall be replaced.
Open Cut- Flexible Pavement Replacement Detail
N. T. S. _,"A` CY
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
PWO02 Open Cut
Flexible Pavement Replacement
DATE: July 2022 SCALE: N/A
. . . ... ..
3-5" C-I-P
5-1" Precast
4'- 1
C-I-Pall
6"
4'- 1 6"
Precast
2Y4
Center Of Box
Q) Sta,10ffset
Location
PLAN
5-5" C-I-P
5-1" Precast
5Y4" C-I-P
5Y4" C-I-P
3Y4" Precast
4'- 1
3Y4" Precast
A
Grate
3"
Eyebolt
C/.
See Index 425-001
:E
Horiz. Wall Reinf.
QJ
(See Table 2)
C)
#4 Bar
@ 12" Ctrs.
00
U)
CL
#4 Bars
�J CL
@ I I" Ctrs.
SECTION
HORIZONTAL WALL REINFORCING
SCHEDULES (TABLE 2)
WALL
DEPTH
SCHEDULE
AREA
(in .2/ft.)
MAX. SPACING
_i��RS
7WWF
0'-6'
Al2
0.20
12"
81,
6'- 10'
A6
0.20
6"
51,
10'- 13'
A4
0.20
4"
3"
10'- 15'
B5.5
0.24
5Y2
5"
TYPE D
Recommended Maximurn Pipe Size:
3'-]" Wall - 24" Pipe
4'-1" Wall - 36" Pipe
1" Prior to seeding or planting
2" Prior to sodding
See Note 6
- - --------
4" Concrete ov6r- 1/4" Per Foot Cross
compacted fill. Slope
NOTES:
1 . Tooled Control Joints at 5' O.C. max.
2. Expansion Joints at 25' O.C. max.
3. Joints shall be constructed within 24 hours of pouring
concrete
4. Sidewalks shall be Class 1, 3000psi
5. Sub -grade or base shall be compacted to a minimum
density of 98% of the maximum density as determined by
AASHTO T-180 for sidewalks/bike paths and curbs.
6. Refer to plans for sidewalk width. Sidewalk shall be a
minimum of 5' if a width is not specified on the plans.
7. Refer to the plans for the curb height. If no curb height
is specified, use 6"
LA
QJ
CQ
Q)
-IJ
Type C 2'-0"
Type D 3-1"
Tvoe E 3-0"
3-6"
Inless Otherwis(
Shown On Plans
See Note 7
See Index 425-010 for structure bottom details and hole reinforcement.
ALT. B STRUCTURE BOTTOM FOR
INLETS TYPE C, D & E
GENERAL NOTES
1, These inlets are suitable for bicycle traffic and are to be used in ditches,
medians and other areas subject to infrequent traffic loadings but are not to be
placed in areas subject to any heavy wheel loads, These inlets may be placed in
areas subject to occasional pedestrian traffic such as landscaped areas and
pavement areas where pedestrians can walk around the inlet.
2� Inlets subject to minimal debris should be constructed without slots. Where
debris is a problem inlets should be constructed with slots. Slotted inlets
located within roadway clear zones and areas subject to pedestrians shall have
traversable slots. The traversable slot modification is not adaptable to inlet
Type H. Slots may be constructed at either or both ends as shown on plans.
Traversable slots shall not be used in areas subject to occasional bicycle traffic,
3� Steel grates are to be used on all inlets where bicycle traffic is anticipated.
Steel grates are to be used on all inlets with traversable slots. Either cast iron
or steel grates may be used on inlets without slots where bicycle traffic is not
anticipated. Either cast iron or steel grates may be used on all inlets with
non -traversable slots. Subject to the selection described above, when Alternate
G grate is specified in the plans, either the steel grate, hot dip galvanized after
fabrication, or the cast iron grate may be used, unless the plans stipulate the
particular type.
4� Recommended maximum pipe sizes shown are for concrete pipe. Size for other
types of pipe must be checked for fit.
5. All exposed edges and corners shall be 314" chamfer or tooled to Y4" radius.
6. Concrete inlet pavement to be used on inlets without slots and inlets with
non -traversable slots only when called for in the plans; but required on all
traversable slot inlets. Cost to be included in contract unit price for inlets.
Ouantities shown are for information only.
7. Traversable slots constructed in existing inlets shall be paid for as inlets
partial. For conversion work and method of payment see 'TRAVERSABLE SLOT
INLETS (PARTIAL) FOR EXISTING INLETS'.
1
PARKING By
DISABLED
PERMIT
ONLY
12"
See Note6
Steel Flanged Cannel
Post Per FDOT Index
,,-See
Note 5
PA KING BY
DISABLED
PERMIT
4"
ONLY
aFINE $250.00
�0318.14
.s.
11865
Handicapped Parking
See Note 7-\ aig-n-
4" Blue
Strip
4" White
C Strip
See Note 8
11 Grid
Jill
� 191-n"
I JIIII
11 Handicapped
NU_
_L__UI1
Pavement
Symbol
Typical Ma kings
For Handicapped
Parking
NOTES:
1. Top portion of sign to have a reflective blue background
with white reflective symbol and border.
2. Bottom portion shall have a reflective white background
with black opaque legend and border.
3. Sign may be fabricated on one panel or two.
4. Signs are to be mounted at standard height. (7' from
pavement to bottom of sign.)
5. FTP-25 or FTP-26 sign in accordance with FDOT
Standard Index #15355.
6. Supplemental plate must be 12" wide by 6" high with
1-1/2" corner radii. Provide a 1" Series C blue legend
and a 1/2" blue border on a white background.
7. Blue strip is to be tinted to match shade 15180 of
Federal Standards 595
8. 5 ft wide access aisles are diagonally striped at 45
degrees with 4" wide solid white striping at 4 ft. on
centers and outlined on three sides with 4" wide solid
white striping.
9. Use of pavement symbol in handicapped parking spaces is
required. When used, the symbol shall be 5 ft. high and
white in color. To be installed in accordance with FDOT
Standard Index #17346
DETAIL
CITY OF OCOEE
NO.
CONSTRUCTION DETAILS
PWO06
Handicapped Parking Markings and Sign
-- - - -- ----
Detail,
DATE: June 2020
SCALE: N /A
TYPE D
Straight Bars 2" x Y4"
Reticuline Bars IY4" x Yie
Bands 2" x X"
Approx. Weight 190 Lbs.
STEEL GRATES
8. Sodding to be used on all inlets not located in paved areas and paid for under
contract unit price for Performance Turf, SY.
9, For supplementary details see Index 425-001.
10. All reinforcing is Grade 60 bars with 2" min, cover unless otherwise noted.
Bars to be cut or bent for IY2" clearance around pipe opening. Provide one
additional #4 bar above and at each side of pipe opening.
11. When used in traffic areas use four sided bearing grate. U.S. Foundry#6450 or
equal.
rF.D.O.T. TYPE D INLET
426
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OB #
DATE: = 11/08/24
SCALE: - N I S
DESIGNED BY: DEG
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LA
#5 Bars, With Hc
4" cc, Bottom, 4 S,
LD
eve
collc�
B�
11116
47
1 '3116
PLAN
Face of Curb
1/7
Direction of Predon7inant Flow
FF16
FF
FF
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4
J
SECTION A -A
RAME AND GRATE DETAILS
Fa I MA
Top Slab
------------
Optional Key (In Lieu of Dowels)
3Y2 or 4'-0"
Bottom or Riser
SECTION D-D
Inlet Top
Adjustable Curb Box
(6" to 9" Curb Height)
SECTION B-B
#4 Bars Top and Bottom
#5 Bar, Each Corner
-ame Position
Closed Stirrups 8
#4 Bars Continu
or 12" Return L,
Inlet Top
PLAN
CURB INLET TOP TYPE 10
Top Slab
# Bar (Typ.)
Closed Stirrups 8" cc
Optional Key (In Lieu of Dowels)
6" Concrete
8" Brick
3Y2
6"
Bottom or Riser
SECTION E-E
CURB INLET TYPE 10
FDOT INDEX 425-025
N. T. S.
#4 Bars Top
and Bottom
#4 Bars, With Hooks,
4" cc, Bottorn
#4 Bar
#4 Bars Top
and Bottom
Legs) Same Opposite
#4 Bar (Typ.)
Z 5x3�
LC
Bar Stub
2314 Precast
4'-3" C-I-P
000—
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r-, I- T D PLAN
><
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1
2" C-I-P (Typ.)
JA
Ln
rL
5
'r6
recast (Typ.)
Q)
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C-I-P (Typ.)
C:L
See DETAIL "B"
For C-I-P Option
17 31V
Eyebolt
(See Index 1-Extra #4 Bar
425-001) Below Grate Seat
]-Extra
oriz. Wall Reinf. #4 Bar 51-
3ee TABLE 1) 1
16
Min.
#4 Bars @
1'-0" Ctrs.
nstruction Joint D
rmitted (Typ.)
@ 8" Ctrs. (Precast 6" Slab) @ 11" Ctrs. (Precast 6" Slab)
or @ 12" Ctrs. (C-I-P B" Slab) or @ 12" Ctrs. (C-I-P 8" Slab),
SECTION A -A
(Pipe Opening Not Shown)
4Y4
OPTIONAL BAR SPACING
4V D
PLAN
Cold Driven Rivet Reticuline Bars
/I TI(TI, T
0 0 '0 0 0 — 0 0 0
Z 5x3x5l,6
Bearing Bar Intermediate Bars
_7�7' _(T y
SECTION C-C
Reticuline Bat,
JT7 Bearing Bars
SECTION D-D
RETICULINE GRATE DETAIL
(Two Grates Required per Inlet)
Intel
0 Gap
4
4"x4"-W4xW4 WWR
311, Precast (Typ.)
ft.- J—C
j 13" Cl. C-I-P (Typ,)
Drainag Structure Invert
PF)DvInd x 425-001)
n�i (Typ.)
5116 2112 J'116� Precast
4'-0" C-I-P
GUTTER INLET TYPE V
FDOT INDEX 425-041
N. T. S.
SECTION B-B
(Pipe Opening Shown)
DIMENSIONAL AND REINFORCING DETAILS
GUTTER INLET TYPE V
(Pipe Opening Not Shown)
d. MIAMI CURB (Typ.)
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DATE: 11/08/24
JOB #
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SCALE: N TS
D [ES I G N:: F IS
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Crown trench in
unimproved areas Existing Grade
Trench Width
(3" min.) Varies
Based on Pipe Dia.
X,
M
A
y
4
Clean Fill
/4
12" (typ.)
A
_0
Rock Bedding
(See Notes 2 and
M
6)
a -
*a I Pipe I *a I
I Diameterl
*a See Note 3
NOTES:
Undisturbed Earth
1. Pipe bedding material and trench backfill shall be select
common (clean) fill compacted to 95% (98% in roadway) of
the maximum density as per AASHTO T-180.
2. Contractor shall install crushed rock (or equivalent
bedding material) where pipe bedding does not provide solid
support (yielding or plastic). Depth of material shall be a
minimum of 6", or as needed, to proVide non -yielding
support for the pipe. All unsuitable material shall be
removed from pipe bedding unless special provisions are
approved by the City.
3. Excavated trench width at pipe haunch shall be sufficient
in size for haunch compaction, but shall be no greater
than 15" on each side of pipe for pipes less than 24" in
diameter (24" for pipes 24" in diameter or greater.)
4. Water shall not be permitted in trench line during
construction.
5. Pipe line shall be installed with bell fitting facing upgrade.
6. Gravity sewer shall have a 6" minimum rock bed.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT001 Pipe Bedding and Trench
DA TESeptember 2019 1 SCALE: N/A
See Note 8:
ER A4,11
D /,0+
Valve I.D.
Marker
(See note 6)
Finished
Grade
Actuating Nut for
Valve
Adjustment Rin
Pipe/M
#4 bar with 2" -
minimum concrete
cover
OF OCO��
E R A4,1
D /,OV
.... ... -- ----
24"
PVC/HDPE Restraint Table
Minimum Length (FT) to be Restrained
on each side of Fitting(s)
Fittings
Pipe Size
4"
6"
8"
10"
12"
16"
20"
90* Bend
18
24
32
38
44
55
74
45* Bend
10
10
13
16
18
23
31
22 1/2* Bend
10
10
10
10
10
11
15
11 1/4* Bend
10
10
10
10
10
10
10
Plu g or
Branch of Tee 11
30
47
64
81
98
133
167
NOTES:
1. The restraint values as indicated by the "Restraint Table"
are minimum values. Design engineer shall be responsible
for confirming field conditions, and make adjustments
accordingly.
2. All fittings shall have restrained joints unless otherwise
indicated.
3. No restraints required if continuous pipe length to fitting
is greater than value provided in "Restraint Table" above.
4. Where two or more fittings are laid in -line, use greatest
restraint length for coverage.
5. For in -line valves and through run of tees: outside limits
of restrained joints from other fittings need not be
restrained unless otherwise indicated.
6. Lengths shown in the table have been calculated in
accordance with the procedures outlined in "Thrust
Restraint Design for Ductile Iron Pipe" as published by
DIPRA, with the following assumptions:
Working Pressure: 150 PSI
Soil Designation: SM (Silty Sand, Sand -Silt Mix.)
Laying Conditions: 5
7. For pipe sizes not included in the Restraint Table or pipe
material not adhering to given conditions, design engineer
shall determine and specify pipe lengths which shall be
approved by the City.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT004 PVC/HDPE
Pipe Restraint Table
DA TE: April 2019 1 SCALE: N/A
Early
24"
-t I Tra
crete Collar
-_ note 5)
Adjustable cast
valve box
,-,��Valve box shall
rest on bedding
rock, not on valve
or pipe, and shall
be centered on
operating nut.
6" FDOT #57--`
Stone
NOTES:
1. PVC extensions shall not be used on valve box.
2. The actuating nut for valves shall be no deeper than 24" from
ultimate finished
grade.
3. Valve assembly shall include center spacing guide from the
City�s Approved
Materials List.
4. Where valve nut is more than 36" below grade, valve assembly
shall include an
extension from the City�s Approved Materials List.
5. Valve collar shall be 24" x 24" x 6" square pad and concrete for collar shall be
fc' of 3,000 psi minimum @ 28 days for non -pavement areas.
6. Valve Marker shall be from the CitVs Approved Materials List and shall include
"City of Ocoee", main type, size, material, turns to open or
close valve, and
direction of rotation.
7. Valve Box shall not be located in pavement, sidewalk, or driveway
unless approved
by the City. If approved, Contractor/Developer shall reach out
to the Utilities
Department on the location of the Valve Tags.
8. For Valve Box approved in pavement, a disk valve marker shall hang
in the valve
box anchored to the locating wire.
CITY OF OCOEE
DETAIL
NO.
CONSTRUCTION DETAILS
UT009
Valve Box and Cover
DATE: June 2021
SCALE: N/A
ximum
Cross Section
rlzw.�WNINIIV��
Transverse
Section
NOTES:
1 . All pipe shall include the installation of #10 THHN copper
tracing wire capable of detection by cable locating
equipment.
2. Tracing wire shall be buried directly above the transverse
centerline of the pipe.
3. End(s) of the locating wire shall be such that wire can be
accessed by locating equipment assessing the wire in a
valve vault or blow -off box. Wire is required to extend
12" minimum above finished grade.
4. Unless approved by the City, early warning tape indicating
the type of pipe shall be required.
5. All directional drill pipe shall have locating wire attached
to the top of pipe and shall remain on the top of the
pipe during installation.
6. All service lines shall have locating wire placed on the
pipe as described in City of Ocoee detail UT206 "Utility
SerVice Connection"
7. All wire splices shall be completed with twist -on type wire
nuts with gel or grease filled moisture seal.
8. All tracing wire installation shall be tested and verified for
continuity by the contractor prior to final acceptance
18" Minimum
4" x 4" x 1/2"
Bearing Plate (Typ.)
#4 Bars spaced @ 6
on centers.
Undisturbed Earth- \\,,,
Encase tie rods in
1-1/2" PVC slee
Trench Limits
Bars all around
inimum 2" coverage
)und pipe and concrete.
inimum (Typ.)
Tie rods including
nuts and washers
C (See Schedule Below)
I Z�Mechanlcal Joints
9'-0" Minimum)L See trench details
Cover for pipe bedding
requirements
Schedule of Dimensions and
___N
Pipe
UtUl I '5`imensions
Tie Rods Req'
Size
A
B
C
Dia.
I No.
6'$
2.0$
2.0$
1.0,
3/4"
2
8"
2.5'
2.5'
1.0,
3/4"
2
10-
1 3.5'
3.0'
1.0'
3/4"
4
12"
5.0'
3.0,
1.0'
3/4"
4
16"
6.0'
4.0'
1.5'
3/4"
4
20"
8.0'
5.0'
1.5'
3/4'
6
24"
9.0,
6.0'
1.5'
3/4"
8-
Note: Thrust block areas to computed on 2,000 LBS.
per square foot allowable soils pressure with a
working pressure of 150 P.S.I. and pipe capped at the
end. See Note 5 below conditions deviations.
NOTES:
1. Use of a thrust collar shall only be allowed due to special
conditions and must be approved by the City.
2. Additional reinforcements shall be as specified by the engineer.
3. Minimum compressive strength for concrete shall be 3,000 PSI
@28 days.
4. Bedding, backfill, and compaction shall be as specified
elsewhere in the standard drawings.
5. All form boards shall be removed prior backfill.
6. Condition where allowable soil bearing capacity is less than
above specified and/or operating pressure are greater than
specified, en gin eer/con tractor shall submit for approval
special design for the condition(s) deviating from standards.
T No allowance snall be made for friction between tne pipe wall
and the thrust collar.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT006 Utility Main
Thrust Collar
DA TE: April 2019 SCALE: N/A
Pipe/Main color
based on use.
Main (type) Main (type)
NA \-See Note 2 for
lettering size and
orientation.
PIPE LETTERING NOTES:
1. Lettering shall be per the American Water Works Association.
2. Lettering shall be a minimum of 3/4" in height and shall be be
facing up when the pipe is installed.
3. Lettering must be permanently imbedded into the pipe/main, not
painted or stenciled.
4. Lettering shall be of contrasting color to pipe/main color.
PiDe Morkina (Letterin
10 9 111011
Main (type) Main (type) Main (type)
Diameter = 2.5" to 4"
3" Tape centered along the top half of pipe.
(Gd�j) UIDV4 (GCKI) UIDV4 (QdKJ) UIDV4
main (type) Main (type) Main (type)
Diameter = 6" to 16"
Two (2) 6" Tapes along both sides of top half of pipe.
(acKI) UIDV4 (Gd�j) UIDV4 (GcKI) UIDV4
M �,n t Main (type) Main (typey��
Main (type) Main (type) Main (type) I
Diameter = 20" and larger
Three (3) 6" Tapes along top and both sides of top half of pipe.
Warning Tape
N. T. S.
WARNING TAPE NOTES:
1 . Tape color shall be in accordance with (same) as
main/pipe color.
2. Tape lettering shall be at least 1" in height with no
greater than 12" in spacing.
3. Warning tape shall extend total length of pipe.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT011 Pipe Identification
Warning Tape
DATE: April 2019 SCALE: N/A
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F JOB # 2024-010
OB #
DATE: = 11/08/24
SCALE: NIS
D Si
ESIGNED BY: DEG
W
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DRAWN BY:
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r) *.11 " 1 *1 W-1 0-
r oe n ve
(below collar and
valve box threads
Provide
loop of
24" of e
excess t
valve bo:
#10 TFIHN Sc
NOTES:
1 . All pipe shall be installed with # 10 THHN solid copper
tracing wire. Tracing wire must be installed directly above
the pipe in a continuous circuit.
2. Tracing wire shall cover all main, pipe, branches (including
fire hydrants) and service connections.
3. Tracing wire shall extend a minimum of 12" above grade
at required intervals and/or valve lids.
4. Tracing wire shall be coiled and placed in a valve box and
shall be easily accessible.
5. At dead ends of mains, pipe, and/or service, the tracing
wire shall be placed in a properly identified cast iron valve
box (Valve Box and Cover Detail UT009).
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT012 Tracing Wire Location
DA TE: April 2019 1 SCALE: N/A
See Manhole
Connection
[�/_Detail UT102
Invert Bench� __i_�,
... .. ... ...
Outside
Pre -Molded Plastic All Joining
Joint Sealer wi�s 'c
with Surfaces to
Protective Wrapper be Pre -Primed
(Wrapper to be
Removed)
low invert to be smoothly
esloped in the direction of
Monolithic
Wall Joint
Base
flow with
channel
Section
matching
pipe diameter
Invert
Section
Manhole Rin
and
orta r in Ring
Cover See Note 8 f
Setting Cover A ju t final cover grade
wl h 2 to 4 courses of
Cone Transition brlicks
Bituminous (Coal Tar)
Coating Both Inside and
Outside of Walls
5-
4'
Invert Bench to three
quarters height of pipe
gently sloped (12 to 1)\
and bituminous coat d
'e
Rock Bedding 9" Thick
6" Min.
f
Extending 9" Beyond r
_��
1 8" Min.
Float Tab
Manhole Section.
NOTES:
1. This detail is for pre -cast standard and receiving sanitary sewer manholes.
2. Sewer main sizes connecting to the manhole shall range from 6" to 24" in
diameter and not less than 2" from floor of bottom casting. All other
sizes shall require separate design and approval.
3. All manholes where any invert into the manhole exceeds 18" shall require
a drop connection (See detail UT102).
4. Manhole cone/ring and cover shall be eccentric configured. Cone
transition shall range from 18" to 36". Concentric configuration shall
require written approval by the City.
5. Receiving, forcemain connected and drop manhole shall be continuously
lined with an approved liner on the City of Ocoee's Approved Materials List
at a minimum of 90 mil thickness.
6. Bottom casting shall be monolithic with first riser.
7. Riser between top cone and bottom casting shall be no shorter in height
than 60".
8. Manhole cover to be set 1/4" above and matching slope pavement and
should be set at plan grade unpaved areas.
9. All seams from structure joints, pipe connections and ring shall be
WrapidSealed.
CITY OF OCOEE
DETAIL
CONSTRUCTION DETAILS
NO.
X
UT101 - ---- --
Sanitary Sewer Manhole
D E: July 201 ... ....
AT 9 SCALE: N/A
Pipes/Mains Separation Requirement Table (See Note 11 for Structural)
Potable
Reclaimed Sanitary
SeweStorm
Sewer
Structural
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Vert.
Horiz.
Potable
:7
3$
12"
10'
18"
3$
18"
10$
Reclaimed
3'
12"
/Z
3$
121$
3$
12*$
10,
Sanitary
Sewer
10,
18'$
3'
12 1$
A/
3$
12"
10,
Storm
Sewer
3'
18"
3'
12"
3'
12"
ZZ
10,
Joint Spacing Requirement Table (See Note 2)
Potable
Reclaimed Sanitary
SewelStorm
Sewer
Potable
17
S
6$
S
NOTES:
1. The table above represents the minimum separation requirements as described in the City's Engineering
Standards Manual. The most stringent requirements between the City's Standards and the guidelines set
forth in the Florida Administrative Code 62-555.314 (F.A.C). shall apply between newly proposed utility lines
and existing or proposed utility lines.
2. Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The
joint shall be no less than the required distance from the center of the crossing of the two pipes. (The water
pipe shall be above the other pipe unless otherwise approved by the City.)
3. Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from
the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in
accordance with F.D.E.P. rules of the Florida Administrative Code 62-555.314 (F.A.C.) and 62-604.400 (F.A.C.)
may be allowed upon approval by the City's Utilities Department.
a. If it is not technically feasible or economically sensible to comply with the requirements set forth in
62-555.314 (F.A.C.), technical or economic justification for each exception must be submitted to F.D.E.P.
with alternative construction features. Proof of F.D.E.P.'s approval for exceptions shall be submitted to
the City.
4. For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by
F.A.C. 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw
sewage, and the separation list for sanitary sewer shall apply.
5. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation
requirements.
6. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the
outside dimension of each pipe/main.
7. All Sanitary and Storm Structures shall follow separation requirements above.
8. Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross.
9. All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or
future grading to ensure the 36" coverage.
10. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must
be approved by the City and is subject to special conditions and materials.
11. Structural shall refer to foundations, walls, etc. Additional separation shall be required by the City for
construction of, including, but not limited to: live loads, multi -story commercial buildings, superstructures,
embankments, retaining walls, bridges, railroads, high voltage transmission mains, gas mains, etc.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT013 Pipe Separation Requirement
Table
DA TS�Iovember 2022 SCALE: N/A
0
�<X
. x�
......
...
......
......
Restraining
Gland
DIP Fitting
HDPE MJ
Fitting Welded
to HDPE Main
Pipe Cap
(See Not
NOTES:
Section View
HDPE Pipe or
Spool Piece
(See Note 3)
Stainless Steel
Main Stiffener
(See Note 5)
1. The detail shall be used when connecting directional drilled
sections of mains together using valves, sleeves, fittings or
appurtenances.
2. This detail is limited to the use of 4" to 12" mains.
3. In cases where directional drill main must be offset by direct
bury of a portion of the main, contractor may elect to use a
Restrained End for both connections.
4. A stainless steel stiffener is required on Restrained End of
connection when HDPE is used.
5. Spool piece for fittings or around main offsets may use
alternative approved main material. Payment (if applicable)
for the alternative material main shall be paid under the
replaced main pay item.
6. Gap between mains when connecting with a sleeve shall be
no greater than 2.5".
7. The information and requirements in this detail are for
directional drill connections only. For other connections refer
to other City details.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT01 4 Direction Drill HDPE Connection
DATE: April 2019 SCALE: N/A
25 3/4"
Varies Varies
--------- L I o I t __1 Lin e "I'll, Wye With Bran ff
Sewer Main
Size Varies
OR Cover Section 450 Be
USF 45-1 Cover
Cover I
32 1/2" Clean-02 Property Line
1- 24" 35 1/2" (See Note 1)
Double Wye/
00
rl 1 24"
I - Plan View
Flush Ring Se9tion 1-0 27" Finished Gra,----..
USF 1295 Ring Ring Section
USF 227 Ring
0
Slope To Terminal
Depth At 1.0%
VARIES E Q)
Minimum (Typ.)
TEL
Rotate 30- Spring Line
(T"" I
Manhole lining Red Brick or (Typ.)
Precast (See Note 3)
(where required)
Concrete Sewer Main
Risers
Flush Casti lining teral
Manhole Private Sinale L Double Lateral Private
Mount (where required) 1. 01 1
Standard Casting- To Home Right of Way I To Home
Mount Section View
NOTES:
1. Use Ring & Covers Detail as depicted on this sheet for
standard manhole applications. Refer to UT104 Large &
Receiving Ring and Double Cover Detail for large (6' or greater)
and receiving manholes.
2. For structures with top elevation at surface, use "Flush
Structure Casting", USF 1295 Ring.
3. Brick shall be solid red (clay) brick meeting AASHTO M114
-Grade MW.
4. Red Brick or Precast Concrete Risers should not exceed four
levels.
5. Manhole lid shall be Lettered with "City of Ocoee" (top), Sewer
(center) and Florida (bottom).
6. Manhole lids shall have two (2) non-pentrating pick holes.
7. Where manhole lining (coating) is required, coating shall extend
to ring sealing and coating ring's mortar bed.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT103 Standard Manhole
Ring and Cover
DATE: April 2019 SCALE: N/A
NOTES:
1. Clean -out (shown hatched) shall be installed by the
builder in accordance with standard plumbing code.
2. Locate clean -outs as close to the property line as
possible.
3. Invert of service lateral shall not enter sewer main
below spring line.
4. The minimum terminal depth as required for house
service is 3'.
5. Service Laterals shall be a minimum of 6" for
non-residential scenarios. In residential areas, service
laterals shall be a minimum of 4" to the right-of-way
and then 6" to the sewer main.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT105 Service Lateral
DATE: April 2019 SCALE: N/A
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DATE: = 11/08/24
SCALE: NTS
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Page 32 of 56
#4 Bars (T�
Full Encase��
101-011
-Cross Section
Carrier Pipe M
101-011
71 7- V
17
3" Minimum
T-7 Z'----Sand Cushion
-'��)���Sanitary Sewer
or Water Main
Transverse
Section
,11431111*5
1. Use encasement where vertical clearance between water
main and sewer is less than 12". Ductile iron pipe may be
used in lieu of concrete encasement at sewer line
crossing with a length of pipe centered at the point of
crossings, so as to locate joints at a maximum distance
from the sewer line
2. Encasement placement to be used where minimum
separation as indicated in Detail UT013 cannot be met
and must be reviewed and approved by City prior to
placement
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT003 Utility Crossing
Concrete Encasement
DATE: April 2019 1 SCALE: N/A
D.I.P. Restraint Table
Minimum Length (FT) to be Restrained
on Each Side of Fitting(s)
Fittings
Pipe Size
4"
6"
8"
10"
12"
16"
90* Bend
15
21
27
32
37
47
45* Bend
7
5
11
13
16
20
22 1/2* Bend
1 5
5
1 6
7
8
10
11 1/4* Bend
5
5
5
5
5
6
Plug or
Branch of Tee
30
47
64
81
98
133
NOTES:
1. The restraint values as indicated by the "Restraint Table"
are minimum values.Design engineer shall be responsible
for confirming field conditions, and make adjustments
accordingly.
2. All fittings shall have restrained joints unless otherwise
indicated.
3. No restraints required if continuous pipe length is greater
than value provided in "Restraint Table" above.
4. Where two or more fittings are laid in -line, use greatest
restraint length for coverage.
5. For in -line valves and through run of tees: outside limits
of restrained joints from other fittings need not be
restrained unless otherwise indicated.
6. Lengths shown in the table have been calculated in
accordance with the procedures outlined in "Thrust
Restraint Design for Ductile Iron Pipe" as published by
DIPRA, with the following assumptions:
Working Pressure: 150 PSI
Soil Designation: SM (Silty Sand, Sand -Silt Mix.)
Laying Conditions: 5
7. For pipe encased in polyethylene, use values given in
parentheses or increase the given value by 150%.
8. For pipe sizes not included in the Restraint Table or pipe
material not adhering to given conditions, design engineer
shall determine and specify pipe lengths which shall be
approved by the City.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT005 Ductile Iron
Pipe Restraint Table
DATE: April 2019 SCALE: N/A
Public Private
Public Private 0
Backflow City Water Meter with Meter Kit Flanged Fitting/-Backflow preventer
(See Note 5) V a e
I g v City) [see note 1]
Fi n e Gate Valve
Union
Meter B Gate Va I ve`� prevent%t (Shall be purchased from the
Grade Flanged Curb
MXU Stop
(FlexNet Finished Gra
ci 91,
5 0 Min.
Radio Unit) 9)" Min.
T (T
vp. yp.)
From Water Meter (see note
Maijn 5)
Flanged Brass Curb
Stop
Service from Main
(P.E.)
1110-
18" Wide x 6" To
Concrete slab with Structure
#4 Bar all around
(2 Required)
NOTES:
1. Contractor shall be responsible for supplying and installing all
materials and backflow prevention device except CitVs water
meter and box.
2. Backflow deVice shall only be required for potable water services
and be per the CitVs Cross Connection Control Manual.
3. All pipes, fittings, and end valves as indicated as private shall
be the responsibility of the owner. All fittings indicated as
public with material not indicated shall be brass.
4. Contractor shall tape serVice (P.E.) on a stake as shown in
UT208a Single Family Residential Service with an approved 90
degree curb stop and meter nut connection
5. The City shall install the water meter and box and make
required connections.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT209a 3/4" and 1"
Commercial/Multi-Family
I Meter Configuration
DATE: June 2021 SCALE: N/A
From �-Resilient Seat Square
Main Nut Gate Valve
(For Valve Box and
Cover see Ocoee
Detail UT009)
NOTES:
18" Wide x 6" To
Concrete slab with Structure
#4 Bar all around
(2 Required)
1. Contractor shall be responsible for installing City water meter
matching pipe size with meter kit and shall supply and install all
materials and backflow prevention device.
2. Backflow device shall be per the City�s Cross Connection Control
Manual.
3. All pipes, fittings, and end valves as indicated as private shall be
the responsibility of the owner. All pipes and fittings indicated
as public with material not indicated shall be brass or schedule
80 PVC.
1 1 /2" and Laraer Commercial /Multi-Familv Meter Conflauration
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT209b 1 1/2" and Larger
Commercial/Multi-Family
Meter Configuration
DATE: June 2021 SCALE: N/A
FAI
Precast
Manhole Wall
(Typ)
S. S. Bond
Grout with Resilient
Hydraulic Cemen
Connector
Around Pipe and
Bituminous Coat I, or
Exposed Surfaces D.I.P
is
S. S. Pipe
Clamp
Pipe Connection for
Pipes Less Than 24"
Section
See Connection�_
Section Above folt-I
Tie -In Details
'A
ML
(Typ)
Invert Ben el\
Influent to
Manhole
Standard Drop-
Section -
PVC Tee
.,,Influent to
Manhole
-Drop Connection
Pipe (See Note 2)
Concrete Pipe
Encasement Spring Line
of Pipe to Top of Bottom
Slab and 6" Around Pipe
PVC 90 Fitting
-Drop Invert
NOTES:
1. For manhole covers, see UT103 Standard Manhole Ring and Cover
Detail and UT104 Large & Receiving Manhole Ring and Double Cover
Detail.
2. Drop pipe and fittings shall be of equal size and material to the
influent sewer line.
3. The drop connection provided above is limited to pipe size less than
24". Alternative design must be approved by City for pipe sizes equal
or greater than 24" in diameter.
4. An outside drop connection is required for all influent lines 18" or
more above the manhole inverts.
5. Bottom elevation of drop shall be 0.1' above effluent invert.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT102 Sanitary Sewer Connection
DATE: July 2019 SCALE: N/A
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JOB # 2024-010
DATE: 11/08/24
SCALE: N I S
DESIGNED BY: DEG
DRAWN BY: DEG
I APPROVED BY: DEG
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19A OF 35
Page 33 of 56
New Main Plug Valve Resilient Seat Flange
F'U"�
Tapping Valve L\
_Oft6�-
Restrained Mechanical -/St�ainle�ss-
Joint Steel Tapping
Sleeve
liueyt*5
1 Test Plug
4t_T�
M
1. All Sleeves and Valves shall be water tested before
tap.
2. No Wet Tap on Asbestos Cement water mains.
3. For Valve Box and Cover, see Ocoee UT009 Valve
Box and Cover Detail.
Brass Corporation
Stop (1" Min.)
#10 THHN Tracing U-Branch Brass Horn
Wire to Match Use (1 " x 3/4" x 3/4") 0* Angled Curb Stops
in Color Installed Upright at Ends of Horn
Z urb Stop
< (See Note 3)
C
7 ....... .... . ..
Coil Excess Tracing Double Meter
Service Polyethylene Vire in Box Box and Water
Tubing Meter (By City)
Single Meter Box and Double Meter Configuration
Water Meter (By City)
Service View with Single Meter
Corporation Stop (Ford F1000-4NL) &
[-Fittings (normally open)
AWWA Type
CC Threads
#10 THHN Tracing Wire,---_.
Color to Match Service
30* to 45* "-Service, Polyethylene
Tubing, 1" min.
Double Strap Stainless
if� 1W
Water Mai Steel Saddle
Tapping Section
NOTES:
1. All fittings shall be brass with compression -pack joint type
connections.
2. No service line shall extend or terminate under a driveway.
3. Meter end of service shall terminate with curb stop (90*) for single
service and dual horn and curb stops (90*)for dual services.
4. Meter end of service shall terminate 3' past meter location where
service shall, unless directed otherwise, extend 3' above finished grade
tied to a 2" x 4" x 4' stake. If directed, service connection shall be
buried and located with an 2" x 4" x 4' painted marker. Stake or
marker shall indicate lot(s) to be served.
5. Concrete curb shall be marked (stamped or saw -cut) with "W"
locating service.
6. Service connection to the main shall use approved saddle, and
tapping of main shall be by a method where a solid coupon is
removed.
7. Services installed under finished or existing pavement shall be
directionally drilled.
8. Upon approval, direct top (no saddle) may be used on Ductile Iron
Pipe.
9. Service color shall be blue for potable water and purple (magenta)
for reclaimed water.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT206 Water and Reclaim Service
Connection
DATE: Sep. 2019 SCALE: N/A
...... .
. .
�'Z
Hydrant Operating
Nut
Hose Nozzle
Maximum 6" Clearance
Between Concrete and
Bottom of Nuts�/Bolt
Pumper Nozzle
Facing Street
18" Min. Above
Finished Grade
Sidewalk
C'o Expansion Fiber
24" Material (TYP)
Compacted Backfill Concrete
_0
'o�MJ Hydrant
0��'o �0 �0 '0�0�o�o�. �0
Anchoring Tee
Resilient Seat Gate
6" Bedding Rock Valve and Box
(See Detail UT009)
Sidewalk Sidewalk
F re 90* Fire
Hydrant Bend, Hydrant
Assembly Assembly
Water/Reclaim Water/Reclaim
Main Main
------------------------------------------ --- - ------------------------------- --------------------- --------------------- -- ------------------------------------------------------------ ------------------ - -
Edge of Pavement Edge of Pavement
Standard Configuration Alternate Configuration
Note:
1. Hydrants shall be painted with double coat
enamel point per the following:
• Public Potable Water - Safety Yellow Pantone
13-063OTN
• Reclaimed Water - Purple Pantone 522 C
• Private Fire - Cherry Red HDC-MD-16
2. Concrete shear pad shall abut between sidewalk
and curb. Where sidewalk is not present,
concrete shear pad shall be approx. 7.5' x 3.5'
min.
3. Concrete shall be 6" thick with fibermesh and
shall be fc' of 3,000 psi minimum at 28 days.
4. Any deviation from this detail shall be made
known to the City for approval.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT201 Fire Hydrant Assembly
DATE: June 2021 SCALE: n/a
OS & Y Gate Valves -
(FLG) (2 Required)
Bypass Detector Meter
Maintained By City
6" Concrete Slab
( 'E
2500 PSI Concre
Isolation Valves
v
3' Min. Co er
From Main
Plan View
Pipe 12" Mi
Support 16' M
ax.
Expansion Material
to be placed
between DIP and
concrete slab
'__�900 Bend (MJ/MJ)
Restrained Joints
Profile View
Bypass Backflow
Assembly
10' Bend
'langed Joint
2" (TYP)
iser FLG X MJ
NOTES:
1. Backflow assembly shall be owned and maintained by the
property owner.
2. The City shall own and maintain the meter.
3. Utility easement size minimum shall be 10 feet by 15
feet.
4. The contractor shall contact the inspector for exact
assembly length and height above the slab required for
the double detector check valve assembly to be installed
by contractor. All pipe, fittings, and appurtenances shall
be installed by the contractor.
5. All above ground pipe shall be flanged ductile iron.
6. Double detector check valve assembly shall be in
conformance with the CitVs Cross Connections Manual.
7. Bypass meter piping shall be brass
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT210 Double Detector Check Valve
Assembly
DATE: July 2020 SCALE: N/A
To Service
Resilient Seat__�'
Tapping Valve
Restrain,
Joint
Threaded Nipple
2" Corporation stop
(TYP.)
-.-r - n i-s F, 64- M a-i n-
2" Service Saddle
(TYP.)
M
ge
Plug
ve
I
nless Steel
Tapping Sleeve
NOTES:
1. All Sleeves and Valves shall be water tested before
tap.
2. No Wet Tap on Asbestos Cement water mains.
3. For Valve Box and Cover, see Ocoee UT009 Valve
Box and Cover Detail.
t Meter Assembly
M 1111] E -.=A 0 1
2" Ball Corp Stop
]In New Main
-1 -2 _N� i n --,-Tie in valve shall be closed and Locked.
City of Ocoee to be proVided locking
mechanism. Valve shall be operated by
City of Ocoee personnel only.
1. Provide temporary pipe supports as required.
2. Do not use galvanized pipe or accessories. Polyethylene pipe
can be used with approval by the City
3. A temporary jumper connection is required at all connections
between existing active water mains and proposed new water
main improvements.
4. The detail shown is to be used for filling any new water main
of any size from existing active water mains and for flushing
of new mains up to 8" diameter (2.5 fps min velocity) and for
pulling bacteriological samples from any new water main of any
size.
5. The jumper connection shall be maintained until after filling,
flushing, testing, and disinfection of the new main has been
successfully completed; and clearance for use from Florida
Department of Environmental Protection (FDEP) and other
pertinent agencies has been received.
6. Pipe and fittings used for connection of the new pipe to the
existing pipe shall be disinfected prior to installation in
accordance with AWWA C651, 2014 edition.
7. Swab or spray the exterior of the main to be tapped and the
tapping saddle with 1% Hypochlorite solution.
8. The contractor shall reach out to the City to rent a City
Hydrant Meter Assembly.
9. All installation and maintenance of the temporary jumper
connection and associated hydrant meter assembly, fittings and
valves, etc., shall be the responsibility of the contractor.
CITY OF OCOEE
DETAIL CONSTRUCTION DETAILS
NO.
UT211 Temporary Jumper Connection
DATE: March 2020 SCALE: N/A
N
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OB #
DATE: 11/08/24
SCALE: NIS
DESIGN::FG
ED BY: D
DRAWN BY: DEG
APPROVED BY: DEG
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Page 34 of 56
RILEY& Companv. Inc. (Duplex LS)
wlBATTERYBACK-UP FOR AUDIO AND VISUALALARMS
& RILEY & COMPANY GUARD PRO IVMONITORING SYSTEM
(No Substitutions No Alternates)
RILEY & COMPANY, INC. GUARD PRO IV MONITORING SYSTEM:
GUARD PRO IV offers a remote control and maintenance solution which allows you to
create a decentralized system to monitor and control devices. Up to eight (8) different lift
station inputs can be monitored and up to eight (8) outputs can be controlled remotely. The
GUARD PRO IV can also notify up to eight (8) different recipients via sms text andlor email.
PUMPS: SPECIFICATION
Submersible grinder pumps shall be installed in the H-20 FRP wet well utilizing a dual
slide rail system.
The pumps shall be capable of pumping materials normally found in domestic and
commercial wastewater.
Stator winding shall be open type with Class H insulation and shall be heat -shrink fitted
into the stator housing. The use of pins, bolts and other fastening devices is not
acceptable.
A heat sensor thermostat shall be attached to the top end of the motor winding and shall
be connected in series with a magnectic contactor coil in the control panel. If the winding
temperature exceeeds 140* C, the motor shall shut off but shall autorntically reset when
the temperature drops below the threshhold. Two heat sensors shall be used on 3 phase
motors. Upper & lower mechanical seals shall have Silicon Carbide vs Silicon Carbide.
CONTROL PANEL: SPECIFICATION
The Enclosure shall be NEMA 4X, minimum 30" high x 20" wide x 10" deep
with a 3 point latching system. F1
The enclosure shall have external mounting feet to allow for wall mounting.
The following components shall be mounted through the enclosure:
I- ea. Red Alarm Beacon (Light) LED 360 Degree viewable range, NEMA 4X AH
1- ea. Alarm Horn (minimum 95 DCB), ROHS 3 Compliant, NEMA 4X
1- ea. Generator Receptacle wl weatherproof cover 60A Minimum. Shall
meet UL 1682, UL 1686 and UL486E Compliance.
The back panel shall be fabricated from. 125, 5052-H32 marine alloy
aluminum. All components shall be mounted by machined stainless steel
screws.
The following components shall be mounted to back panel:
I- ea. Guard Pro IV Monitoring Unit
2- ea. IEC Style Motor Contactors
I- ea. Volt Monitor (I Ph) Phase Monitor (3 Ph) w12 NIO & I NIC Contacts
I- ea. Alternator wl Pump Lead Switch ASB
I- ea. Control Transformer (480 Volt Only) (Min. 500VA)
I- ea. Model RCBB5AH Battery Back -Up w/ Smart Charger (UPS) - 24 Hr Min.
20- ea. Terminals For Field Connections
6- ea. Terminals For Motor Connections (Single Phase Only)
7
G
di
L
F-o 1
IN
MECHANICALLY
INTERLOCKED
ETM 1 ETM2
(D (D
RL1 RL2
MCB ECS
SLI SL2
HOA HOA
PUMPI PUMP2
GFDR
P
- ea.
roun
ng
ugs
1-ea. Lightning and Surge Protection shall meet the UL 1449 2nd Edition
The inner door shall have a continuous aluminum piano
hinge.
The following components shall be mounted through the inner door:
I- ea. Main Circuit Breaker - UL489
I- ea. Emergency Circuit Breaker - UL 489
I- ea. Mechanical Interlock For Emergency And Main Breakers (UL Listed)
2- ea. Short Circuit Protectors wlAuxiliary Contacts
I- ea. Control Circuit Breaker & GFCI Circuit Breaker - UL 489
I- ea. GFI Duplex Convenience Outlet - NEMA 5-15R
2- ea. Elapsed Time Meter, Non-Resettable
MISCELLANEOUS: All wiring on the back panel shall be contained within the wiring
duct. All wiring between the inner door and the back panel shall be contained with in a
plastic spiral wrap. Each wire shall have a wire number at each end to correspond
to the as built drawing for field troubleshooting. The control panel must be
manufactured in-house by the lift station supplier and be a TUV (UL508A Certified)
facility.
WET WELL: SPECIFICATION
Wet Well FRP Wall Laminate must be designed to withstand wall collapse or
buckling based on third party specifications and the assumptions below.
*Hydrostatic Pressure: 62.4 lbs. Per SQ Ft.
*Saturated Soil Weight. 120 lbs. Per Cubic Ft.
*Soil Modulus: 700 lbs Per SQ Ft.
*Pipe Stiffness as Specified in ASTM D 3753
The wet well FRP laminate must be constructed to withstand or exceed two times
the assumed loading for the complete depth of the structure.
The cover shall be constructed of V4 inch thick finished aluminum, diamond plate
pattern with 300 series stainless steel hardware. The hatch shall have a positive
means of locking the door open in the vertical position via a hold open arm and
shall be made of a non -corrosive material. The cover shall be mounted with
minimum of six 300 series stainless steel fasteners. The access hatch cover
shall have a lift handle and a means of locking.
The prefabricated FRP lift station manufacturer shall guarantee the prefabricated
lift station per approved drawings for a period of one year from the date of delivery.
INSPECTION & TESTING:
A factory representative shall be provided for a one (1) time start-up and shall have
complete knowledge of the proper operation and maintenance of the complete system.
The pump motors shall be megged out prior to the start-up to ensure that the insulation
of the pump motor and cable is intact The pumps and the controls shall be checked for
mechanical reliability and proper operation.
EXECUTION:
Installation shall be in strict accordance with the manufacturer's recommendations
in the locations shown on the engineered drawings.
02113126 SR
UU UU
I.OUTER DOOR REMOVED TO SHOW DEADFRONT LAYOUT
NEMA TYPE 4X ENCLOSURE
ALL HARDWARE STAJNLESS STEEL
ACTUAL LAYOUT/ORIENTAnON MAY VARY.
2-ENCLOSURE SIZE VALL BE 30* X 20" X 10' MINIMUM.
CONTROL PANEL SHALL HAVE: A 3 POINT LATCHING SYSTEM
18'
PRIVATE
SANITARY SEWER
PUMP STATION
IN CASE OF EMERGENCY CONTACT THE
FOLLOWING NUMBERS:
FACILITY OWNED BY:
24"
NAME:
PHONE NUMBER:
FACILITY MAINTAINED BY:
NAME:
PHONE NUMBER:
STATION NUMBER:
y
NOTE: CONTRACTOR MUST SUPPLY
INFORMATION SIGN AT START-UP.
LIFT S TA TION WILL BE PRIVA TEL Y
0 WNED A ND MA IN TA INED
SEE ELECTRICAL
INE, ASPHALT OR
kSS AS REQUIRED
PROJECT SPECS
FIELD INSTALLED
)CKOUTS FOR
CTRICAL CONDUITS
APOSITE WATER -TIGHT INLET
!EVE w/ SS NUTS & BOLTS
ELEV
112UT
ELEV
ELEV
9 IN. COMPACTED #57 STONE
TO POTA
RPZ BAC�
PREVENI
(By Other
CONTROI
PANEL
STONE,A
OR GRAS
REQUIRE
PROJECI
RILEY & CO.
ACTIVATED
CHARCOAL
j-T FILTER VENT
XMIN.
(FIELD INSTALLED)
ALUMINUM HATCH COVER (LOCKABLE)
FIBERGLASS VALVE BOX---1
LEBRACKET
ELEV
FRP VALVE COVER
16" x 16" x 16" DEEP
CI FLANGED PLUG VALVE
L2" PVC DRAIN
1
2" BRONZE IN -LINE LINTEGRAL FIBERGLASS SLOPE
SPRING CHECK
VALVE 2.5" SS (0-100 PSI) PRESSURE
-LIFTING CHAIN GAUGE w/ SHUT-OFF VALVE
-EMERGENCY PUMP -OUT
-(J) GUIDE RAILS
CI FLANGED PLUG VALVE
-(K) DISCHARGE PIPE -CI FLANGED SWING CHECK VALVE
& COMPANY
INTEGRAL CONCRETE GROUT AS REQUIRED BY ENGINEER TO PREVENT FLOTATION.
FIBERGLASS
SLOPE UV OF MIN 4000 PSI RATED CONCRETE. MAKE MONOLITHIC POUR WITH BOTTOM SLAB
AND POUR BALANCE OF CONCRETE REQUIRED AROUND WET WELL AS DIMENSIONED.
FOLLOW WITH COMPACTED SOIL TO FINISHED GRADE.
6*' Aid
�q 7. �5 --(3") BASIN ANTI -FLOTATION FLANGE
CONCRETE BASE SLAB AS PER
SPECIFICATIONS w/ #4 REBAR
18" O.C.
(Z)
ALUMINUM COVER
NOTE: PUMP CONTROL PANEL SHALL BE LOCATED A MIN. OF 3 FEET FROM WET WELL PERIMETER AT POINT "A OR B
ELECTRICIAN NOTES:
1. DRAWING NOT TO SCALE
2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES
3. ELECTRICIAN TO INSTALL SWITCH DISCONNECT & LIGHTNING ARRESTOR
4. CONTRACTOR SHALL VERIFY POWER SUPPLY PRIOR TO ORDERING EQUIPMENT
5. NEUTRAL TO BE SUPPLIED FOR 30/208-230V OR 1 (D/208-230V
6. EXCEPT FOR THE CONTROL PANEL, ALL EQUIPMENT AND COMPONENTS BY OTHERS
CONTROLPANEL— SWITCH DISCONNECT
BY ELECTRICIAN)
ELECTRIC METER OR PULL POWER
FROM BUILDING (BY ELECTRICIAN)
;::�-2" CAPS
TO WATER SUPPLY
GROUNDING ROD
NOTE:
REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER
TO BE INSTALLED IN WATER SUPPLY LINE TO
LIFT STATION "FEBCO WATTS" (OAE)
LIGHTNING ARRESTOR (FIELD
MOUNTED BY ELECTRICIAN)
(3) - 2" SEAL -OFFS (BY ELECTRICIAN)
PUMP POWER CABLES (2" CONDUITS)
FLOAT SWITCHES (2" CONDUIT)
2" RIGID ALUMINUM POSTS (BY OTHERS)
POSTS TO BE SET IN CONCRETE
-
(12" DIA. x 24" DEEP)
TO SERVICE LOCATION
(VERIFY w/ POWER CO.)
ELECTRICAL RISER FOR
ILLUSTRATION PURPOSES ONLY
TRACTOR TO INSTALL 6'TALL
IMERCIAL GRADE - CHAIN LINK
[;ING AROUND LIFT STATION.
CONSTRUCTION PLANS FOR
RALL FENCE DIMENSIONS.
VALVE COVER
LeATn' I kyl; 4
RGENCY PUMP -OUT
For Lift Station Proposal:
Please Contact Chase Rachal
(407) 265-9963
c.rachal@rileyandco.com
THIS IS A COPYRIGHTED DRAWING. ANY
CHANGES OR MODIFICATIONS WITHOUT
WRITTEN APPROVAL FROM RILEY &
COMPANY IS STRICTLY PROHIBITED.
-n
SN
REVISIONS BY DATE
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JOB # 2024-010
DATE: 11/08/24
SCALE: NTS
DESIGNED BY: DFG
DRAWN BY: DFG
APPROVED BY: DFG
C-504
21 OF 35
Page 35 of 56
ALTANSPS Land Title Survey
Boundary Survey
Legal Description: Parent Tract
Parcel 1:
Begin at the NE corner of the SW 1/4 of Section 18, Township 22 south, Range 28 East, Orange County, Florida; thence run South along quarter section line 585
feet (598.06 feet measured) to the South Right -of -Way line of Franklin Street (formerly Orlando -Oakland Brick Road); thence S 89048'00" W along said
Right -of -Way 30 feet to the West Right -of -Way line of H.M. Bowness Road; thence South along said Right -of -Way 516.2 feet to Point of Beginning; thence S
79-3600" W, 224 feet to the North Right-ofWay of the main line of T&G Railroad; thence S 87'23'00" E along the North line of said railroad 220.92 feet to the West
Right -of -Way line of H.M. Bowness Road; thence North along said Right -of -Way to P.O.B.
M lux
AND
From the Northeast corner of the Southwest quarter of Section 18, Township 22 South, Range 28 East, Orange County, Florida; run South on quarter Section line
585 feet (598.06 feet measured) to the South line of Right -of -Way of Orlando and Oakland Brick Road, run thence S 89'48`00'" W along said Right-of\A/ay 30.00
feet; thence South 250.00 feet for the Point of Beginning, run thence S 89'48'00" W, 300.52 feet along a line parallel to and 250 feet South of the South
Right -of -Way of Orlando and Oakland Brick Road; run thence S 00'07`44" E, 301 .96 feet to the Right -of -Way of T & G Railroad; thence S 87023'00" E, along said
Right -of -Way 79.60 feet; thence N 79'36'00" E, 224.00 feet to a point South of the Point of Beginning,- thence North 226.20 feet to the Point of Beginning, All said
lands lying and being in Orange County, Florida. LESS the Southerly 15 feet thereof, which is reserved for drainage & public utilities and railroad spur.
FLOOD DISCLAIMER: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY
APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF OCOEE, COMMUNITY NUMBER 120185, DATED 09-24-2021.
-Utility Legend -
Air Release Manhole
6,
Handicap Parking
Backflow Proverfor
Mitered End Section
Bullard
Overhead Utility Lin.
• CR Cable Riser
0
Sanitary Manhole
• CO Cleamout
Sanitary Valve
Concrete Light Pole
0 SP
Signal Pole
Concrete Power Pole
RIP
—
Sign
0 GVVP Crosswalk Post
0
Sterno Inlet
,fS�, Curb Inlet
(9
Stanot Manhole
r-EB-1 Electric Box
rT_B1
Telephone Box
rEM-1 Electric Meter
oTR
Telephone Riser
• FOC Fire Department Connection
0-n-P
Traffic Light Pole
• Fee Fiber Optic Cable
MTP
Traffic Panel
FF07] Fiber Optic Cable Box
"S
Traffic Signal Box
Fire Hydrant
Transformer
0 GM Gas Meter
Water Valve
Gas Valve
Water Meter
>- Guy Anchor
PP
Wood Power Pole
Point of Beginning
(Parcel 2)
SdtX" Rabat & Cap
"LB 7623"
owner: Ocoee Business Park LLC
Parcel ID#
18-22-28-0000-00-085
(PARCEL "3")
(0,R.B. 7778, Pages 588-593)
N cq
2
01 MI
0 C)
C0 01
LU
Ud
t- OD
0 co
6) in
CD Lo
0 CD
0 0
CID CO
Set X` Reber & Cap
"LB 7623"
Th. N RAN Lin. of T.v.r.s & Gulf Railroad
(Today Known as CSX Transportation INC Railroad)
Graphic Scale
0=4
0 15' A' 60'
Scale: V=30'
Owner: Elorre Kalvincent
Parcel ID#
18-22-28-0000-00-080
(0
R
B
6279
Page 5858)
N
'c
M
0
ed
S 89*48'00" W 504.00'(D)-Parcel 2
N 89'01'29" E 499.55'(C)-Pareel 2
Along the S R/W Line
Vest Franklin Street
Vicinity Map
Scale: NTS
owner: Circle K Stores INC
Parcel ID#
18-22-28-0000-00-086
("Store No. 3805")
(O.R.B. 5673, Pages 1363-1374)
Adjacent FFE� 122AT
Schedule B-11 (Exceptions)
Issued by: First American Title Insurance Company
File No.: 17-13068
Issuing Agent: GRS Title Services, LLC
Effective Date: April 24, 2017 @ &00 AM
1 Any defect, lien , encumbrance, adverse claim, or other matter that
appears for the first time in the Public Records or is created,
attaches, or is disclosed between the Commitment Date and the date
on which all of the Schedule B, Part I Requirements are met. No
adverse claims or other matters provided at time of survey.
2.
a. General or special taxes and assessments required to be paid in the
year 2024 and subsequent years. Not survey related.
a. Rights or claims of parties in possession not recorded in the Public
Records. None provided at time of survey.
c. Any encroachment, encumbrance, violation, variation, or adverse
circumstance that would be disclosed by an inspection or an
accurate and complete land survey of the Land and inspection of the
Land. Shown on survey, if applicable.
d. Easements or claims of easements not recorded in the Public
Records. None provided at time ofsurvey.
a. Any lien, or right to a lien, for services, labor or material furnished,
imposed by law and not recorded in the Public Records. Not survey
related.
3. Any Owner's Policy issued pursuant hereto will contain under
Schedule B the following exception: Any adverse ownership claim by
the State of Florida by right of sovereignty to any portion of the Land
insured hereunder, including submerged, filled and artificially
exposed lands, and lands accreted to such lands. Not on a state
owned body of water.
4. Any lien provided by County Ordinance or by Chapter 159, F.S., in
favor of any city, town, village or port authority, for unpaid service
charges for services by any water systems, sewer systems or gas
systems serving the land described herein; and any lien for waste
fees in favor of any county or municipality. Not survey related.
5. Rights of the lessees under unrecorded leases. Not survey related.
6. Intentionally Deleted,(A4)
7. Terms, conditions and restrictions set forth under Development
Agreement recorded in Clerk's File Number 2019 - 116770, and First
Amendment thereto recorded in Clerk's File Number 2022 - 71834,
Public Records of Orange County, Florida. Affects Parcels;
Blanket, unable to plot.
8. ADDED (A5): NOTE SHOWN FOR INFORMATIONAL PURPOSES
ONLY: That portion of the legal description which references LESS
the Southerly 15 feet, which is reserved for drainage & public utilities
and railroad spur under Deeds recorded in O.R.Book 2850, Page 90,
O.R. Book 2868, Page 513, and O.R.Book 11010, Page 3657, Public
Records of Orange County, Florida, is excluded from
coverage.(Parcel 3) Affects Parcel; shown on survey.
Top E ev 121.97'
Invert: 119.66'
I Le
I to
FD
c6
LO M
LO
UJ
do
0 =
c� "I
L, zT
ad
LO
CD
0 U)
Point of Commenceinent
�P In. 1) (Parcel 2) (Parcel 3)
By' S.'rveyor)
The NE Corner of the SWY of Section 18-22-28
CoCrinner N T Recovered
C #066271
I Calculated Corner
Corner IN T Located
The Southerly R/W Line of Franklin Street
(Formerly Orlando -Oakland Brick Road)
-
- - -
Calculated Corner
'no,
,ad
Corner NOT Located
S 89'01'29" W
.ad I
The W RfW Line of I.M. own.- Flood
25.26 (C)
N,
'Today Known as Maguire Road)
s 89'48'00" W
30�00'(D)
Parcel 1 & 3
C)
Q6
10
UJ
co
CO 0
po
CD
;T
<D
CD
U)
CD 0
q
C:>
0 Lu
Drop Inlet
Top 120,06'
0
N Inv. 116.36'
S Inv.. 116.31'
1
, ,
Point of BegirfnNg
gByip-ey I
I -If
Set 1/2" Re�Lalir& C_
l , I
2;
76o
A7%' S Conn., 011�
di, 60
O.R.S. 5673, Pc`gft,136�1374_
Lift Station Wet W fill
Top Elev: 120.92'
Valve Box
122'� in 6" PVC invert: 116.61'
Out 2" PVC, Invert 11 &T.
Bottom Elev: 11 5cl' ,y
U)
Sw C, der of
O.R.B. 6279, Page 5858
121'
Qift Station
S 89'01'29" W 473.70'(C&M) Southerly Line of"Store No. 3805' ntml Panell
S 89'48'00" W 473.70'(D) 0,R.B.,5673, Pages 1363-1374 �mz
E P
Southerly Line of O,REL 6279, Page 5858
- _-6, FhainLink —Fence I , I,
0 '6
in
06
Q
LID
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LU
=
00 P
en
CO
Ll)
L9
0 Brit
C:)
1. VE
OLTS
6'Chain Link Fence
N 89'01'29" E 300.52'(C&M)
N 89'48'00" E 300.52'(D)
I
a`
FAYZ4�t of Be t.0,W
qinnip C14 1
Farn
Frid, Y," Reber &
/ -LB 35 6
The W RAN Line of H,M, Bowness R
(Today Known as Maguire ad)
ID A
TAI
S 89'0) W 300�52'(C&M)
PP 0.9w
OLTE
9�29"
S 8 48'00" W 300.52'(D)
Sety" Radar & Cap
'LB 7623"
Parallel to and 250' Southerly of the S R[W Line of Franklin S,-
on Roofed
ca
no Are.
ail I I I
A"
122'
20.5'
................ ...................
I
..........................
......... ...............
......
se
to
........... .... .............
a
I
122,
N, Concrete
One Story ............
N
, I 'D
0,
# Curblet
pan.
Building #51
, -
Top: .21'
411.1:.,.,
. ..... FFE: 122.83''.,
N Inv, 116.3
.. ...................
. ...............................
S dy: 16.36'
20,
................................
.....................
............... ...............
62.1'
9Z
>
at
L- - - -
- - - - - - - IL
SO
I
0.7'W
A,
A
\k
Gr v.1
Dri ewa
Concrete
Apron
y
06
0
0
0
Parcel ID#
0.6'W-N'
18-22-28-0000-00-082
Parcel "A
Parcel]D#
01)
(Parcel 2)
06
0
06
2�
-Area-
158 578 36± Sq� Ft,
'�.64'±
18-22.-28,nOOO-00-096
- - - - - -
(Parcel 3)
1
CC
zo
ed
0
:�- zo
to
Acres
CD
2
O�
0)
0.7'W
z
>
�; co
C) 00
I
CO
co W
0
Lu
6' Chain Link Fence
CD de
0 z CD J)
0
z Gravel
Driveway
P,,,P .'1 0
M Ity
IS
d-
ILL 0
ca
PID
FIZI of Beginnin
0.91W
Ind. W '7H
>d & -a
lllegibls�
all
0.5'N
I tern #8 1-1
re Fence
15' Drainage & Utilit Easement
0 121' 6 air, xartli
�0 I O,R�& 2850, P�ige'�'lo T__ Clip #2
O,R�B, 2868, Page 513 tA 79 3 6 E 224 WW)
7g-49"()B 0
0,R.B, 110 10, Page 3657 14 Curb
Sifty" P.oar & Cap N lom
1B 7623" oac) 'N: u
S,nl
E ov
C', r, rice 79'4 Parcel ID#
2.0'E 6.6'N e T_! .36,C)o \N 22
;014ia , E 2,240'0)
1.9'N S 8e09'31" E 17318'(C&M) G s 79 4905 18
S 87'23'00" E 173.00'(D) 02N 22N 0A'N 7i3v 119�
OLTN S 88'09'31 E 79.60'(C&M) (Parcel 1)
S 87'23,on,, P 7q rrvtrt� S88-69'31"E220.55'(C&lVI)
Northerly Righror- ay Line ofCSX 7ralsoortation Rahmad (- 12U
S 87'23'00" D)
-S 88-15g'31 E 473.33'(C&M)
Set Y2" Reber & Cap,
122' —A 'L13 7623'!
The N R/W Line ofT&G Railroad Sety2" Rebar & Cap
,U- ___7 (Today Known as CSX Transportation INC Railroad) "LB 7623"
%Ir�a
The W R/W Line of RM, Bicren- Read
-Site Benchmark Information-
-0 #1
Set Nail & Disk "LB # 3" in Curb Inlet
Elevation: 120.10'
ij� #2
Set Nail & Disk "LB #7623" in Curb Inlet
Elevation: 119.39'
-Benchmark Information -
Orange County Benchmark
Designation: C1051014
Elevation: 119.3377.
(Elevations are based upon NAVID 88 Datum)
Ll
N 00'46'31 W 50.5 1'(C)
N 00'46'31 W 50.53'(M)
North to P.O.B.(D)
L2
N 00'46'31 " W 30.00'(C&M)
North 30.00'(D)
L3
N 00'46'31 W 266.20'(C)
N 00'46'31 W 266.18'(M)
North 266.20'(D)
(Today Known aZ Maguire Road)
VariabIfiVV'dthR ht fVV
----------- Railroad Toacka
7 u u N uu It u
CSX Transportafion Railroad
120-
18MCoultialed
IuR etal Pipe
owner: CSX Transportation INC
IIT
Parcel ID# -z-
19-20-21-0000-00-018
Legal Description: Parcel "A"
Commencing at the Northeast corner of the Southwest 1/4 of Section 18, Township 22 South, Range 28 East, as recorded in Certified Corner Record #066271, Orange County,
Florida, thence with the Easterly line of the Southwest 1/4 of said Section 18, South 00'24'43" East, 598.31 feet, to the Southerly Right -of -Way line of Franklin Street� thence Lift Station
departing the Easterly line of the Southwest 1/4 of said Section 18, and with the Southerly Right -of -Way line of said Franklin Street, South 89"0129" West, 25.26feei, tothe
Westerly Right -of -Way Line of Macguire Road; thence with the Westerly Right -of -Way Line of said Macguire Road, South 0'46'31" East, 220.00 feet, to a Set 1/2" Reber& Cap
"LB 7623" at the Southeast corner of the lands described as "Store No. 3805" as described in Official Records Book 5673, Pages 1363 through 1374, ofthe Public Records of
Orange County, Florida, being the Point of Beginning.
Containing 158,578.36 Square Feet or 3.64 Acres, more or less.
Concrete
Apron
Concrete
Flume
co"',
&
1
z
inlet 16" Pipe
Drop Inlet
19.40-
Top: 117.40'
, " -
W lnv,: 114.85'
,: 115.70'
5 Inv. 114.65*
i; 115.05'
cq
n-
CN I
W
co
U) I
,/Th, SE C,,n,r,fth, Swy of Section 18-22-28
Corner NOT Recovered
CCR#101764
Gross Land Area: 158,578.36 Square Feet or 3.640 Acres more or less
Revisions
Field Date: 06/05/24
Date Completed: 06/10/24
-Notes-
ALTA/NSPS CERTIFICATION
Certified to: I LIS ORTIZ, MIALAK 1 I-C, 51 rAAGUIRF RD LLC; ANDRFW 1, RUFF PA; OLD REPLIBI IC NAT IONAL TIT! I
INSURANCE COMPANY; SOLITH57ATE BANK, N.A.:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021
Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA
and NSPS, and includes Items 1, 2,3,4,6(b), 7(a), 7(b)(1), 8,9, 11(b), 13,16, and 18 of Table A thereof.
The fieldwork was completed oc,36/05/2024.
Setback Requirements: Front: 35'
Side: 10720'
Rear 10'
Zoning: 1-1
Square footage of Buildings: 2,494 Square Feet more or less
Parking Space Si,ne: (Stenclard), 00 Parking Stripes found at time ofSurVey
(Handicap) 00 Parking Stripes found at time of Survey
>Survey is Based upon the Legal Description Supplied by Client.
>Abutting Properties Deeds have NOT been Researched for Gaps,
Overlaps and/or Hiatus.
>Subject to any Easements and/or Restrictions of Record.
�Bearirhg Basis shown hereon, is Assumed and Based upon the Line
Denoted with a "BB".
>Building Ties are NOT to be used to reconstruct Property Lines.
>Fence Ownership is NOT determined.
�Roof Overhangs, Underground Utilities and/or Footers have NOT
been located UNLESS otherwise noted.
Ireland k Associates
surveying Inc.
Drawn By: DJC
File Number: IS-131252
-Legend-
C Calculated PC - Point of Curvature
(P Centerline Pg. -Page
CB Concrete Block PI - Point of Intersection
CM Concrete Monument P.O.B.- Point of Beginning
Gone. C ncrete P.O.L. - Point on Line
D Doescription PP Power Pole
DE Drainage Easement FIRM Permanent Reference
Estill. Easement Monument
800 Currency Circle Suite 1020
Lake Mary, Florida 32746
www.irelandsurveying.com
Office-407.678.3366
Fax-407.320.8165
nip: Ob/10/)
Date of Plat or M A KJ��N,
� �_Ilcl _
Z, , &
a, . ,
Patrick K. Ireland, PSIV
In the process of conducting the fieldwork, no of earth moving work, building construction or building additions within recent
months were observed.
In the process of conducting �he fe:d-rk no evidence of recent street or sidewalk construction or repairs vvere observed.
in he process of conducting he fie dwork: no evidence of site use as a solid waste dump, sump or sanitary landfill were
ob served.
In the process of conducting the fieldwork, no evidence ofcerneennes, and/or burial grounds were observed.
�n t r e s f o d t
'he p on a o c n uc ing the fieldwork, no evidence of any water features were observed.
pron a of c
n he es onducting thefiedwork, no evidence oftvvetland delineation markers were observed.
Vehicular Access to Subject Property is pro,dded by:
Maguire Road
F.E.M.A. - Federal Emergency PT Point of Tangency
Management Agency R Radius
FEE Finished Floor Elevation Red. Radial
End. Found R&C Reber & Cap
IP Iron Pipe Rec. Recovered
L Rfd. Roofed
M =r.Adrc' Set Set a" Rabat &
N&D Nail & Disk Reber Cap 'UB 7623"
T
NR� Non -Radial yp, Typical
ORB Official Records Book UE Utility Easement
P Plat WM Water Meter
P�B. Plat Book Delta (Central Angle)
Wood Fence -0- - Chain Link Fence
�Septjc Tanks and/or Drainfield locations are approximate and MUST
be verified by appropriate Utility Location Companies.
>Use of This Survey for Purposes other than Intended, Without
Written Verification, Will be at the User's Sole Risk and Without
Liability to the Surveyor. Nothing Hereon shall be Construed to give
ANY Rights or Benefits to Anyone Other than those Certified.
>Flood Zone Determination Shown Heron is Given as a Courtesy, and
is Subject to Final Approval by F.E.M.A. This Determination may be
affected by Flood Factors and/or other information NEITHER known
by NOR given to this Surveying Company at the time of this Endeavorl
Ireland & Associates Surveying Inc. and the signing surveyor assume
NO Liability for the Accuracy of this Determination.
Updated Survey - 02/24/25 - AWW
Parent Tract - 12/12/24 - BIVIJ
Utilities - 12/02/24 - BMJ
Fopography & Trees - 08/09/24 - JW
Labels - 06/11/24 - BIVJ
Page 36 of 56
REVISIONS:
#1 6/24/25
CITY COMMENTS
#2 9/08/25
CITY COMMENTS
#3 12/02/25
CITY COMMENTS
A 9
00
00
_71 L LJT
"A
J I
10
14
M C LT4 >
YF
3 JT PLANT SYMBOLS
\L
cc 7 -R
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c.; , U
$n4 I=L4 W W
TREES M Cd = j
.4 y V) Q C
z
un �3
LJT _U
IV
U UA BUILDING-3 -------- 10
M
9,000 SF
'i�CA
\L-V JT
+
D
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16
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Z
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MONUMENT
SIGNS (TYP.)
\LU A U A
12 <
GRAPHIC SCALE
0 10 20 30
'\PNn/
TREE IN FEET
3:2 t inch 20ft.
C TO BE
REMOVED
8
All
SBA
LJT /37\ SHRUBS
c
LJT
MYFR
LJT
BUILDING 2
GROUNDCOVERS
11,250 SF
LJT
MCA
'_ . .... ...
:I
/20\
�2'
-0" MULCH
\Li TJ
STRIP (TYP.) SBA
\Li TJ
IV
IV PNO
7�
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2" \��JA IV \1�2YF LJT
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ot �//", " I , "': � - / ,,
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8 -1-" 1 /11 V- -/ O� UiT 'I",13,000,11R
A 54"
7's-21 6
13" ZL>
0 -OAF v I'
z) "', PLAZA
1,NO SF 0
PN DESIGN DRAFT1 CHEC
101, HO,R, SP JR SP
0'A
16" 8 PE NE T_ 4�_ PROJECT #: 224-058
O� 4;1
A A K
ELM v ", DATE: 02/14/2025
CAMP R
QV QV QV V QV SHEET: L-1
2 "\ 1-1 — 1-1 TOTAL: L-1 of L-4
EAR
18" 20
IV X CMP MY OHORTUS OASIS INC. Thesedrawings
are the property of Hortus Oasis and are
not to be used for extensions or on other
projects except by agreement in writing
0 a
with Hortus Oasis. Immediately report any
",J), discrepancies to Hortus Oasis.
18
CMP
Page 37 of 56
QTY
CODE BOTAINICAUCOMMON NAME
SPECIFICATIONS
is
IV lex vomitoria
6-8 x 3-4', min. 3/4" c ea. tr, 2.25"c cumulative,
Yaupon holly
3 tr min, female
15
LJT Ligustrum japonlicum tree
8-10'x 8-10', min. 1"c ea. tr, 3"c
Ligustrum tree
cumulative, 3 tr min, hvy Choy, Spec
338
MCA Muhlenbergia capillarlis
full, 1g, 36"oc
Muhly grass
2S4
MYFR Myrcianthes fragrans
full, 30" ht, 36"oc
Simpson's stopper
17
QV Quercus virginiana
minimum 2" d1oh
Live oak
90
SBA Spartina bakeri
full, 1g, 5'oC
Sand cord grass
13
TID Taxodium distichum
minimum 2" d1oh
Bald cypress
14
UA Ulmus alata
minimum 2" dbh
Winged elm
TBD
PNO Paspalum notatum 'Argentine'
whole, solid pieces, as required in
Argentine Bahia grass
disturbed areas and to elevation 117 In the
stormwater pond
Pine bark mulch
1/2"-1 1/2" size at 3" depth and as noted
Per City of Ocoee code, shade tree calipers are to be measured at dbh (diameter at breast height, 54" ht above the soil line)
100% of plantings with the exception of LJT and PNO sod are native
All plantings are low water use
PNO sod is unlirrigated
GARDEN ELEMENTS/ORNAMENTATION LEGEND
Q-TY ITEM SPECIFICATIONS
1 Trash receptacle Barco SuperSaver 32-gallon, black, dome lid,
with inground mount kit, on outdoor plaza
4 Recycled plastic bench Barco Silhouette,4' length, cedar color, mounted
to outdoor plaza
1 Bicycle rack Uline H-2540BL, 48" long x 36" wide, black, on
outdoor plaza
LANDSCAPE NOTES
1. Landscape contractor (LC) shall be responsible for all materials and work called for on the landscape plans and in the landscape
notes and legend. Plant specifications are minimum acceptable sizes. Under sizing/substitution of plants and /or shortages in
quantity are contract breaches. Plans shall rule if there are any quantity discrepancies between the legend and plans. Final quantity
takeoffs are the responsibility of the LC. Notify the Landscape Architect of any discrepancies.
2. Refer to construction details for planting, staking, and/or guying instructions.
3. LC shall have a full size, to scale printed plan and the appropriate scale on site at all times.
4. All trees and palms shall be placed in planting beds where possible to eliminate narrow strips of sod.
5. LC shall comply with all local codes and ordinances and obtain all permits and bonds necessary to construct the project.
6. LC shall coordinate their work with other contractors to assure efficient and timely completion of the work.
7. LC shall be responsible for supplying all materials, labor, and equipment for the performance of their portion of the work.
8. LC shall verify all existing grades, dimensions, suitable drainage, and soil for plantings specified, proposed and existing underground
utilities, and field conditions and notify owner of discrepancies or problems before proceeding with work. Per FL Statutes, call
Sunshine State One (811) 72 hours prior to digging to have all utilities located.
9. The LC shall be familiar with and accept the existing site conditions prior to initiation of the work.
10. The I shall protect existing utilities, structures, surfaces, and vegetation noted to be saved and be responsible for
repair/ replacement at no cost to the Owner.
11. Round -Up or equal shall be applied twice with the second application after a ten-day interval onto all existing vegetation not noted to
be saved in areas that are to be replanted. Overspray shall not drift onto existing plant material to be saved. Mfr's recommendations
shall be followed. Remaining plants and their roots shall be removed by hand prior to installation of plants. Resprouting weeds and
plants are the responsibility of the LC through the appropriate warranty periods.
12. Invasive plants onsite shall be removed. Reference the latest Florida Invasive Species Council (FISC) (formerly FLEPPC) list at
antlist2019.cfm.
All plant materials shall be graded Florida No. 1 or better as outlined under current Grades and Standards for Nursery Plants, Division of
Plant Industry, State of Florida, unless otherwise noted. All plants not listed shall conform to a Florida No. 1 or better as to: (1) health and
vigor, (2) condition of foliage, (3) root system, (4) 85% free of pests or mechanical damage, (5) heavily branched and dense y foliated
according to the accepted normal shape of the species. LC to obtain written certification from nurseries that plant materials are Florida
No. 1 or better. All plants are subject to verification of species. Per City of Ocoee code tree calipers are to be measured at
0 1.
# # #
fill
Arboll-Brace
TREE GUYING SYSTEM
(305) 992-4104
120*
9AUCER AT EDGE OF ROOTBALL
SLOW RELEASE FERTILIZER TABLETS AS
SPECIFIED
7INISW GTADE 2" BELOW TOP ROOT
PLANTING HOLE TO BE:
24" WIDER FOR ROOTBALLS UNDER 3' DIA.
48" WIDER FOR ROOTBALLS OVER 3' DIA.
TYPICAL TREE PLANTING GUYING DETAIL
N.T.S.
ABBREVIATION LEGEND
b81b
balled & burlapped
bt
boots
bpp
bibbs per pot
C
caliper
cnp
canopy
Coll
collected
cont
container
Ct
clear trunk
cy
cubic yards
dia
diameter
exstg
existing
fg
field grown
ftg
full to ground
9
gallon
ht
height
hvy
heavy
if
linear feet
Ivs
leaves
I
multi -trunk
oa
overall
oc
on center
sf
square feet
spd
spread
Spec
specimen
sst
single straight trunk
st
single trunk
stk
staked in pot
stm
stems
tri
trellis
tr
trunks
trans
transplant
typ
typical
1. dbh (diameter at breast height, 54" ht above the soil line). All specifications shall be met or exceeded unless otherwise noted. Trees
shall not be larger in size or caliper compared to the root ball per Grades and Standards for Nursery Plants. All root balls and
containers shall be free of living weeds and their roots. All Grades and Standards for Nursery Plants shall be followed.
2. Planting soil of Fla. peat mixed one-half with clean topsoil for the backfilling of plant pits and beds shall be required only if existing soil
is unsuitable for planting and/or contains construction debris which shall be removed.
3. Trees and palms shall be installed so their top main root at the trunk is visible and 2" above finished grade. If root is buried, remove
soil from the top of the rootball prior to installation. Rootballs shall be f ree of circling roots. Do not apply the 1 1/2" of mu I ch to the top
of the rootball until after inspection of each tree or palm.
4. Landscape Architect is not responsible for adverse soil or drainage conditions, determining sub -surface soil conditions, underground
objects/utilities, or the accuracy of property lines or information portrayed on surveys or on documents or plans provided by others.
Owner or their agentlis solely responsible for future maintenance of all plantings to maintain safe visibility within all visibility sight
triangles and vehicular use and pedestrian areas within and immediately adjacent to the site.
5. Any FDOT visibility sight lines are provided by the civil engineer.
6. Some plants in the legend or existing on site may have irritating or toxic parts that may be hazardous to the health of humans or
animals.
7. Existing trees/palms onsite or in the area may be 'in a hazardous condition and should be inspected for hazardous conditions by a
consulting certified arborist at least once a year and after every weather event.
8. Finished grade prior to mulching or sodding to be 3" below top of adjacent surfaces such as walks, curbs and driveways extending
perpendicularly from the surface edge for a minimum distance of 18" (see detail). Soil excavated during planting to be removed from
the site. Do NOT raise soil levels!
9. All trees, shrubs, and groundcovers shall be fertilized with Agriform, 20-10-5 or SierraTabs 16-8-12 planting tablets. One tablet/ 1 gal, 2
tablets/ 3 gal, 3 tablets/ 5 or 7 gal, 4 tablets/ 10 gal and one tablet/ each 1/2" of tree trunk diameter. Palms/cycads to receive palm
fertilizer. Application shall be as per local ordinance, the details, and mfr's recommendation. Four -inch containers and smaller to
receive one teaspoon Osmocote 16-6-12 Customblend for Florida in each hole,
10. All planting beds (except for annuals) and trees to receive pine bark mulch. Due to environmental concerns, cypress mulch shall NOT
be used. All tree rootballs (which require 4-foot-wide mulch rings in turf areas) shall be mulched to a maximum 1 1/2" depth (to aid
water penetration) following inspection. All other planting beds to receive a 3" depth. Mulch shall not touch trunks or stems or be
applied within the crowns of groundcovers/shrubs or over their branches or foliage. Mulch is to be applied by hand and shall not be
"blown in."
11. LC to maintain all plant material in a plumb, upright, and stable condition. Stake/guy all trees/palms per planting details.
12. 1 shall remove al I bags (unless biodegradable), tags, ties, wires, ropes, stakes, and nursery attachments from all plant material. Wire
baskets shall be removed from the top third of the root ball.
13. LC shall be responsible to keep plant material in a healthy, watered, insect/pest free condition until owner's final acceptance.
14. 1 shall provide a one-year warranty for trees/palms, ninety days for shrubs, groundcovers, and vines and thirty days for sod.
Warranty period shall start with final acceptance by owner. All plant material shall be alive and in satisfactory growth at the end of the
warranty period. Replacement plant material shall be warranted for ninety days (sod for thirty days) from replacement date.
15. Warranty shall apply only to material that dies due to poor quality, improper handling, or installation practices. Generally, material
transplanted on -site shall not be warranted. Adverse weather conditions shall not apply. Proper watering and maintenance are the
owner's responsibility during the warranty period.
16. DO NOT SUBSTITUTE! Contact Landscape Architect/ Designer if there is difficulty obtaining specified plant materials.
17. To confirm completion of the installation, images of the site may be required just prior to any site inspection.
18. Hedges shall be maintained at a 4' height.
19. Provide 100% coverage of all landscape areas using automatic irrigation system with rain sensor and separate zones for turf. Provide
low volume emitters on a separate zone and program to all containers.
20, Provide irrigation sleeves to all planter areas and containers within/on paver, stone, or concrete areas. Above ground
piping/ risers/backf low to be painted flat black.
21. IF THIS SITE HAS POORLY DRAINING SOILS, prior to delivery of plant material to the site perform percolation tests and check for proper
drainage in all planting areas. Correct drainage problems prior to any plant material installation. This may include augering, French
draining or under -draining. If soils are not well draining, plant so top main root at trunk of trees is 6" above finished grade. Install
shrubs and groundcovers with tops of root balls 2" above grade. Fill against sides of exposed rootballs. Crown landscape areas so
water drains to edges but follow detail for grades at pavement edges, so mulch does not wash away. Since curbing prevents drainage
of water from planting areas, the curbs may be perforated with six-inch deep saw cuts a minimum of every six feet apart to facilitate
drainage.
CITY OF OCOEE LANDSCAPE NOTES
1. Due to required grade changes all existing trees are to be removed. 44 shade trees are proposed.
2. Street trees: no trees are provided due to existing overhead electric lines and existing underground utilities
CITY OF OCOEE REQUIRED NOTES
1. No trees or shrubs shall be placed on top of or in close proximity to public utilities that will impact utilities at maturity.
Tree root guard/barrier (min 48") to be installed for trees located within 10'of public sidewalk
UM/1"
ANCHOR
GUY LINE
TREETRUNK
1200
FINISH GRADE 2" BELOW TOP MAIN ROOT
SAUCER AT EDGE OF ROOTBALL
FERTILIZER TABLETS AS SPECIFIED
REMOVE BURLAP / WIRE FROM TOP
1/3 OF ROOTBALL AND REMOVE ALL
NON-BIODEGRADEABLE MATERIALS
ARBORANCHORO --- ROOTBALL ON UNEXCAVATED SUBGRADE
ARBOR ANCHOR DRIVEN BELOW GRADE WITHIN
MULCH RING TO NECESSARY DEPTH DETERMINED
BY SOIL (1.5 TO 2.5 FEET AS REQUIRED)
PLANTING HOLE TO BE:
24" WIDER FOR ROOTBALLS UNDER 3'DIA. / 48" WIDER FOR ROOTBALLS OVER 31 DIA�
TYPICAL MULTI-TRUNR TREE (2" OR GREATER CALIPER) PLANTING / GUYING DETAIL
FINISH GRADE 1"
BELOW TOP OF ROOTBALL
MULCH AS SPECIFIED,
4" FROM TRUNK & OFF OF
BRANCHES & FOLIAGE
FERTILIZER TABLETS
AS SPECIFIED
BACKFILL AS SPECIFIED
REMOVE ALL
I FE
NON-BIODEGRADEABLE
COVERINGS
--ROOTBALL ON
x
UNEXCAVATED SUBGRADE
2X
TYPICAL SHRUB/G OUNDCOVER
PLANTING DETAIL
N.T.S.
18-24"
3"
GRADE
_-ADJUSTED
EXISTINGGRADE
P'VEMENT
GRADES ADJACENT TO PAVEMENT DETAIL
N.T.&
UB 36-2/UB 48-2 Specifications
36" and 48" DeepRoot" Tree Root Barrier
Specified tree root barrier is a mechanical barrier and root deflector
used to prevent tree roots from damaging hardscapes and landscapes.
Asse mbled in 24" (609 mum long modules to create varying lengths for
linear applications, or perimeter surround applications at minimum 8'
(243cm) diameter.
A. Materials
1. The contractor shal ' furnish and install tree root barrier as specified.
The root barrier shall be either product #UB 36-2 or UB 48-2 as
man ufactured by DeepRooO Green Infrastructure, LLC, 530
Washington Street, San Francisco, CA, www.deeproot.com
(800.458.7668).
2. Root barrier shall be recyclable, black, extruded panels with 0,80"
(2.03 mm) wall thickness In modules 24" (609 min) long and
either 36" (910 mrn) or 48" (1220 runnii deep.
3. Root barrier shall be manufactured with 100% reprocessed
homopolymer polyethylene with added ultraviolet inhibitors,
4. Root barrier shall be comprised of 24" (609 mar) modules. Each
panel shall have no less than four (4) Molded Integral Vertical
Root Directing Ribs of a minimum 0.080" (2.03 mrs) thickness,
protruding 1/2" (12.7 rum) at 90' from interior of the barrier
panel, spaced 6" (152.4 min) apart. (See Detail A)
5. Root barrier shall have an integrated Joining System for assembly
by sliding one panel into another.
Material and Thickness Homopolymer Polyethylene
0.080 inch Extruded
roper, es yp ca a no as
Tensile stress @ yield
3800 PSI
D638
Elongation @ break %
10%
D638
Tensile Modulus
155,000 PSI
D638
Notched Izod Impact
0.4-4.0
D256A
Flexual Modulus 73 T PSI
145,000
D790
Hardness Shore
P66
D2240
36" (91.44 cm)
or
48" (121.92 cm)
#1 6/24/2S
CITY COMMENTS
#2 9/08/25
CITY COMMENTS
#3 12/02/25
CITY COMMENTS
�A U It-
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1111111041111402 BPI% =AKGIMI
PROJECT #: 224-058
DATE: 02/14/2025
SHEET: L-2
TOTAL: L-2 of L-4
CHORTUS OASIS INC. Thesediewings
are the property of Hortus Oasis and are
not to be used for extensions or on other
projects except by agreement in writing
whI` Horturs Oasis Immediately report any
discrepancies to Hortus Oasis.
Page 38 of 56
DIG
REVISIONS:
48 HOURS BEFORE YOU
CALL SUNSHI
E
#1 12/02/2025 CITY COMMENTS
1-800-432-4770 or 811
IT'S THE LAW IN FLO,
?IDA
FLORIDA LAW REQUIRE
EXCAVATORS TO NOTIF
3
OWNERS OF UNDERGROL
FACILITIES NO LESS THANTWO
ND
(2) DAYS PRIOR TO EXCAVATION
7
8
PROPERTY LINE
Tree 7
473'-8"
. ..... - -----
SANI 8 PVC K �All
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. . .... ... ...
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- - - - - - - - - ------------
4,
LONj�-
3
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DESIGN
DRAFT�CHECK
Tree 12
.
LWS
LWS
SP
PROJECT #: 224-058
LANT 18 ill PO TABLE IRRIGATION
METER AND BACKFLOW
PREVENTER
DATE: 09/15/2025
SCALE: 1:20
THE METER AND BACKFLOW ASSEMBLY SHALL BE INSTALLED NEXT TO EACH A
OTHER AND WITHIN THE UTILITY EASEMENT. REFER TO THE UTILITY PLAN AND
SHEET: L-3
TOTAL: L-3 of L-4
CITY DETAIL UT209A.
00
9,)HORTUS OASIS INC, ThMpdrawinp
0
pro tho pmoportyof R)rhm cmmsaml ar*
no. io be urad for vxtansim5 or on ouier
q
projeds exoppi by agreom&a V, w7iting
wiftl Hoflus 0",sl Imme&ately Tepod W�y
dirm�-panoesko Hodws Oftis,
Page 39 of 56
48 HOURS BEFORE YOU DIG
CALL SUNSHINE
1-800-432-4770 or 811
IT'S THE LAW IN FLORIDA
FLORIDA LAW REQUIRES
EXCAVATORS TO NOTIFY
OWNERS OF UNDERGROUND
FACILITIES NO LESS THAN TWO
(2) DAYS PRIOR TO EXCAVATION
GENERAL NOTES
1) INSTALL ALL DRIP TUBING AT GROUND LEVEL AFTER PLANT INSTALLATION. INSTALL NETAFIM TLS6 U SHAPED WIRE
STABILIZERS A MIN. OF 4'O.C, TO HOLD THE LINES IN PLACE.
2) KEEP ALL DRIP LINE CLEAN AT ALL TIMES BEFORE THE FINAL CONNECTION. ALL TUBE ENDS SHALL BE
INTERCONNECTED TO ALL OTHER DRIP TUBES. DO NOT DEAD END TUBING. SINGLE ROWS SHALL HAVE A END CAP
AND NOT BENT OVER OR TAPED.
3) AVOID SHARP BENDS IN THE TUBING. DO NOT BEND THE TUBING WITH LESS THEN A 12" RADIUS. THERE SHALL
NOT BE ANY KINKS IN THE TUBING.
4) ALL DRIP TUBING SHALL HAVE UNIFORM SPACING AND BURIAL DEPTH. THE PLAN DOES NOT ALWAYS REFLECT THE
EXACT SPACING OR LAYOUT OF THE TUBING. LAYOUT THE TUBING DOWN THE LONGEST WIDTH WHEN POSSIBLE. ADAPT
THE TUBING TO CURVED BEDS OR PLANTERS AS REQUIRED. ADJUST AND ADAPT THE TUBING FOR ALL TREES. REFER TO
THE TREE DRIP RING DETAIL.
5) INSTALL DRIP TUBING TO ALL AREAS THAT SHALL RECEIVE PLANT MATERIAL.
SEE THE LANDSCAPE PLAN FOR THE EXACT LOCATIONS. THERE SHALL BE A MINIMUM OF TWO ROWS OF TUBING ON
A SINGLE ROW OF PLANTS.
6) SPACE TUBING AS NOTED ON THE PLAN. DO NOT SNAKE TUBING BACK AND FORTH EXCEPT WHERE SHOWN ON
THE PLAN. ALWAYS INSTALL A HEADER PIPE UNLESS THE TOTAL GALLONAGE OF AN AREA IS 3 GPM OR LESS.
7) REFER TO THE MANUFACTURERS DRIP INSTALLATION MANUAL FOR INSTALLATION
INSTRUCTIONS. ALL FITTINGS SHALL BE THE SAME TYPE AND MANUFACTURER AS THE DRIP TUBING.
8) ALWAYS FLUSH ALL LINES BEFORE FINAL CONNECTION.
9) INSTALL A A "SYSTEM ON" INDICATOR FLAG ON EVERY ZONE WHERE IT IS SEEN FROM THE CONTROL VALVE.
10) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL
PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.
11) ALL CONTROL WIRES SPLICES SHALL BE MADE IN VALVE BOXES USING 3M DBR-Y CONNECTORS AND SEALANT
AND ALL WIRE SHALL BE 14 GAUGE, EXCEPT AS DETAILED FOR TWO -WIRE SYSTEMS.
12) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS
SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE
AREAS OR INSIDE A SCH. 40 SLEEVE.
13) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE
CAUSED BY THEIR WORK.
14) INSTALL FLUSH VALVES WHERE SHOWN AT THE ENDS OF EACH RUN OF DRIP TUBING AND ONE FOR EVERY 15
GPM OF TUBING.
15) CLEARLY AND NEATLY MARK THE TOP OF EACH VALVE BOX WITH THE TYPE OF EQUIPMENT THAT IT CONTAINS.
(I.E. VALVE, FLUSH VALVE, ETC.)
16) THE DRIP ZONE VALVE ASSEMBLY SHALL BE PLACED INSIDE AN ARMOR JUMBO VALVE BOX. THE VALVE SHALL BE
INSTALLED AS PER THE DETAIL ON THE PLANS.
17) THE DRIP TUBING SHALL HAVE EMITTERS EVERY 12" AND SHALL BE SPACED 12" APART IN GROUND COVER BEDS
AND A MINIMUM OF TWO RUNS FOR EACH ROW OF SHRUBS WHEN THE SHRUBS ARE SPACED FARTHER THAN 21 ON
CENTER.
18) REFER TO THE ZONE CONTROL KIT DETAIL FOR FILTER SIZES.
19) THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THEIR WORK WITH THE LANDSCAPE
CONTRACTOR.
20) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. HAND DIG
AROUND ANY EXISTING TREES. DO NOT CUT ANY ROOTS OVER 2" IN DIAMETER.
21) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING SHOWING ALL IRRIGATION INSTALLATION.
THE CONTRACTOR SHALL NEATLY MARK IN RED INK ON WHITE BOND PAPER ANY INSTALLATION THAT
DEVIATES FROM THE PLAN. THE AS -BUILT DRAWING SHALL ALSO LOCATE ALL MAINLINE AND VALVES
BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. MEASUREMENTS SHALL BE MARKED ON
THE PLAN EVEN WHEN THE EQUIPMENT IS INSTALLED IN THE EXACT LOCATION AS THE PLAN.
22) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN
EQUIPMENT AND WORKMANSHIP. (OR AS OUTLINED IN THE WRITTEN SPECIFICATIONS)
24) 48 HOURS BEFORE DIGGING, CALL 1-800-432-4770 (SUNSHINE STATE ONE CALL CENTER)
4
1 TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS PER TREE
HUNTER DRIP BUBBLER TREE RING- REFER TO DRIP BUBBLER DETAIL
13 1 HUNTER DRIP ZONE ECO-INDICATOR- REFER TO THE DETAIL
A I HUNTER FLUSH VALVE
HUNTER TECHLINE CV 17MM DRIP TUBING- 1 GPH EMITTERS EVERY 12". PLACE
ROWS 12" APART IN ALL GROUND COVER BEDS. INSTALL A DOUBLE ROW ON ALL
HEDGE ROWS. REFER TO ALL NOTES AND DETAILS ON THIS SHEET.
I CLASS 200 PURPLE PVC MAINLINE-1 1/2"
CLASS 200 PVC LATERAL LINE- SIZE AS SHOWN UNTIL A SMALLER SIZE IS
SHOWN. MINIMUM SIZE OF 3/4"
HUNTER ICV ELECTRIC VALVE. SIZE AS SHOWN BELOW. INSTALL VALVE IN
A 1 1"X17" VALVE BOX AND COVER
0-25 GPM=1"
G HUNTER ZONE CONTROL KIT- REFER TO THE DETAIL.
.................. ------------ .................................................................................
CONTROLLER- HUNTER ICC2. WHERE SHOWN ON THE PLAN. INSTALL WITH A
HUNTER MINI-CLIK RAIN SENSOR. GROUND AS PER THE DETAILS. SLEEVE TO AS
REQUIRED.
POINT OF CONNECTION TO A 1" POTABLE WATER METER AND BACKFLOW
f 01
k
PREVENTER. REFER TO THE UTILITY PLAN FOR THE EXACT LOCATION AND
DETAILS.
CITY OF OCOEE NOTES
THE DEVELOPER/ CONTRACTOR SHALL COORDINATE WITH UTILITIES
DEPARTMENT FOR WATER CONSERVATION INSPECTION OF PLUMBING AND
IRRIGATION SYSTEM BY CALLING 407-905-3159.
FINAL IRRIGATION PLAN APPROVAL DOES NOT PROVIDE EXEMPTION FROM CITY
OF OCOEE CODE OF ORDINANCES CHAPTER 175 LANDSCAPE IRRIGATION
REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED IN WRITING PRIOR TO
CONSTRUCTION.
HIGH VOLUME IRRIGATION (SPRAY HEADS) IS USED ON
LESS THAN 60% OF THE LANDSCAPE AREA. DRIP TUBING (MICRO -IRRIGATION)
AND NON -IRRIGATED AREAS IS USED TO MEET THIS REQUIREMENT.
THIS PROJECT, INCLUDING BOTH HORIZONTAL AND VERTICAL CONSTRUCTION,
SHALL INCORPORATE WATERSENSE PLUMBING FIXTURES AND ENGERY STAR
APPLIANCES AS REQUIRED BY CHAPTER 175 OF THE CITY OF OCOEE'S CODE OF
ORDINANCES.
TO AVOID OVERSPRAY, NO AREAS LESS THAN 4'WIDE SHALL BE IRRIGATED WITH
SPRAY OR ROTOR HEADS.
THE METER AND BACKFLOW ASSEMBLY SHALL BE INSTALLED NEXT TO EACH
OTHER AND WITHIN THE UTILITY EASEMENT. REFER TO THE UTILITY PLAN AND
CITY DETAIL UT209A.
ZONE CHART
A
ZONE PLANT IRRIGATION WATER PRECIP. APPLIC. GPM MINUTES TOTAL
(TYPE) (TYPE) (DEMAND) ---(R-ATE) (IN. PER WEEK REQ.) (GPM) -(PER CYCLE) (GALLONS) <
TWO HUNTER AFB ADJUSTABLE FLOOD BUBBLERS.
INSTALL A DRIP RING AROUND ALL TREES WITHIN THE DRIP
1 PLANT DRIP MEDIUM t5 to 18 20 360
<
ADJUS TO.5 GPM ORAS REQUIRED. PLACE OVER
TUBING AREAS OR AS INDICATED ON THE LEGEND.
2 PLANT DRIP MEDIUM 1.5 to 20 20 400
THE ROOTBALL AND A MINIMUM OF 8" FROM THE TREE
LEGEND
3 TREE BUBBLER MEDIUM 1.5 1.0 12 20 240
TRUNK.
DRIP TUBING
4 PLANT DRIP MEDIUM 1.5 to 16 20 320
STABLE FLUSH TO GRADE
DRIP TUBING/PVC LATERAL
A. HUNTER ICZ-101 1"
CONTROL ZONE KIT. GPM)
5 PLANT DRIP MEDIUM 1.5 1.0 22 20 440
WITH DRIP TUBING CLAMPS
(0-20
6 PLANT DRIP MEDIUM t5 to 13 20 260
FINISH
B. HUNTER ICZ-1 51 1 1/2'
CONTROL ZONE KIT. GPM)
7 TREE BUBBLER MEDIUM 1.5 1.0 7 20 140
GRADE
(21-60
8 TREE BUBBLER MEDIUM t5 to 2 20 40
6"
2, CONTINUE 14 GAUGE WIRE TO THE CONTROLLER. INSTALL THE
9 PLANT DRIP MEDIUM 1.5 1.0 23 20
3/4" SCH. 40 PVC
WIRE UNDER THE MAIN. INSTALL IN CONDUIT WHERE THE MAIN
TOTAL GPM PER RUN CY LE 133 180 2,660
RAINBIRD XERI-BUBBLER
NIPPLE
DOES NOT CONTINUE. (EXCEPT TWO -WIRE SYSTEMS)
BARB TEE
10
4
n3
TOTAL GPM PER WEEK
ADAPTER
— 3. HUNTER ICV VALVE
(PEAK WEEKLY DEMAND)
INSTALL THREE RAINBIRD
4. WATERPROOF CONNECTORS (DBY ON TWO -WIRE SYS.)
XERI-BUBBLERS (UXB-360) 0-35 GPH ON
8 5. PVC UNION FOR SERVICING ASSEMBLY.
THE RUN TIMES SHOWN FOR THE ZONE IS FOR ONE RUN CYCLE AND WILL PROVIDE HALF THE REQUIRED
PVC TEE SXSXT 1/2'FLEX PIPE
OR ELBOW MAXIMUM LENGTH OF 3'
ALL CANOPY TREES AND ANY TREE 65
GALLON OR LARGER (1 TO 2 GPM) OR AS
6. JUMBO PLASTIC VALVE BOX.
AMOUNT OF WATER NEEDED PER WEEK. TWO RUN CYCLES PER WEEK ARE REQUIRED TO PROVIDE THE TOTAL
REQUIRED TO PROVIDE PROPER
PVC PIPE
7. PVC PIPE FROM POINT OF CONNECTION. (45 OR 90 DEG�)
WEEKLY REQUIREMENT. ALL RUN TIMES SHALL BE SET TO FOLLOW THE CURRENT WATER MANAGEMENT
COVERAGE. 12"
3/4" ELBOW VALVE
8. PVC PIPE TO IRRIGATION ZONE.
DISTRICT REGULATIONS AND REDUCED TO ONLY ONE RUN TIME PER WEEK WHEN RESTRICTED BY DAYLIGHT
LATERAL LINE
TREE ROOT BALL
7
\-n2 '(1 9 9. SOIL SEPARATOR FABRIC W/ BRICK UNDER EACH CORNER
C�
SAVINGS TIME OR WATER RESTRICTIONS. THE ZONE CHART IS PROVIDED AS A GENERAL OUTLINE ONLY. THE
10� FINISHED GRADE.
CONTRACTOR SHALL BE RESPONSIBLE TO SET THE RUN TIMES BASED ON THE SPECIFIC SITE CONDITIONS AND
STREET ELL
NETAFIM DRIPLINE LOO
Q___t_N
9
REFER TO THE DECODER DETAILS FOR TWO -WIRE SYSTEMS
PLANT REQUIREMENTS. THIS SHALL INCLUDE, BUT NOT LIMITED TO, SOIL TYPE, DRAINAGE, SLOPES, SUN
(FOR AREAS 5 GPM OR LESS)
FOR DECODERS, WIRE SPECIFICATIONS AND WIRE NUTS.
EXPOSURE AND THE ESTABLISHMENT PERIOD. THE TOTAL GPM REQUIRED PER YEAR WILL BE LESS THAN THE
TREE BUBBLER DETAIL
DRIP BUBBLER DETAIL
DRIP CONNECTION DETAIL
ZONE CONTROL KIT DETAIL
PEAK DEMAND PER WEEK TIMES 52 WEEKS, BASED ON THE RUN TIMES BEING REDUCED BY SENSORS AND A
REDUCED WATER DEMAND IN THE WINTER MONTHS.
EXISTING SOIL
COMPACT THE
BACKFILL TO AVOID
SETTLING
LATERAL
OR MAINLINE
'12" FOR
LATERAL PIPE
AND 18" FOR
THE MAIN.
CONTROL WIRES
TRENCHING DETAIL
R SE-R RAIN
,EELEGENE F
COATEG _S
PVC GRAY CGG
TO CONTROLLE��
S AINLE$$ STEEL
CLAMPS
EXTEND PAST EVE OF BLDG.
ELECTRICAL CONDUIT 120 V.
PVC CONDUIT TO THE START OF THE
MAINLINE. PLACE WIRES UNDER MAINLINE
OR INSIDE CONDUIT,
GROUND WITH 5/8" X &COPPER COATED
RODS TO 10 OHM'S OR LESS. MAKE
CONNECTION WITH CADWELD PLUS
SHOT�
VALVE BOX/GROUND RODS. INSTALL A
MIN. OF 8'FROM CONTROLLER AND 8'
APART.
CADWELD PLUS ONE SHOT. GROUND ROD
FWIRE AS PER LOCAL CODE
PLACE THE RAIN SENSOR TO RECEIVE RAIN
ROM ALL DIRECTIONS.
CONTROLLER DETAIL
OF: I
* ALL VALVE BOXES SHALL BE MARKED INSIDE
WITH THE ZONE NUMBER ON PLASTIC CHRISTY
TAGS OR AS PER THE WRITTEN SPECIFICATIONS.
* DO NOT MANIFOLD THE VALVES. EACH VALVE SHALL BE
ON A SEPARATE TEE ON THE MAIN. ALL VALVES SHALL BE
A MINIMUM OF 6'APART AND INSTALLED IN THE SOD
AREA. I
LABEL LID (IRRIGATION)
11"X17" VALVE BOX FINISH GRADE I
T�n
45 OR 90
ANSION SURGE
LE
VE
45 OR 90
TO LATERAL LINE -PLACE A BRICK TEE
UNDER EACH
SOIL SEPARATOR FABRIC CORNER
MAINLINE
PLACE CONTROL
WIRES UNDER MAIN
ELECTRICAL VALVE
REVISIONS:
#1 12/02/2025 CITY COMMENTS
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DRAFT
CHECK
LWS
LWS
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PROJECT #: 224-058
DATE: 09/15/2025
SCALE: 1:20
SHEET: L-4
TOTAL: L-4 of L-4
�PHORTUS OASIS INC, Thmpdramrrnp
C, ani
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rmt lo be used for extanskm; or an dher
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with Horlus Oasis, Immediately i "r! any
drsG(e0an"_9 to Hvtus Oasis
Page 40 of 56
MAGUIRE PLAZA
Maguire Rd
10�1
Ocoee,F13476.
DESIGN PARAMETERS:
Ultimate Design Wind Speed
Vult ............................................. 120 VMPH
3 second gust Vasd ..................... 93 VMPH
Risk Category ............................... I
Wind Exposure .......................... C
A
1.The contractor shall be responsable for means, methods , techniques and sequences of constructions, and
shall follow all local state, and federal safety program regulation
2. All trades to coordinate with each other and fully be informed and aware of the work of each others.
3. The contractor shall be responsible for coordination of all work concerning provisions for and installation of
any equipment noted in.
4. Detail are intended to show the intent of the design minor modification
may be required to suit the field dimensions or conditions and such modifications shall be included as part of
the work of contract.
5. All subcontractor shall be licensed and insurance as required by law.
6. Construction plans must be designed in accordance with the 2023 Florida Building Code 8th Edition
Residential and include the applicable wind criteria ,
7. The information on the drawing os as exact as could be secure, absolute accuracy is not guaranteed , and
the gc shall obtain exact locations measurements, levels, etc and shall satisfactorily adapt his work to the
actual field conditions.
8. All noted as " by owner " are to be coordinated with owner, and purchased and installed by contractor.
9. The contractor shall be responsable for obtaining permits for their respective scopes of work, prior to
construction.
10. Provide termite protection to all new and disturbed existing soil per 2023 florida building code 8th edition
sect R318 and other regulation
SHEETINDEX
AO.00 COVER SHEET
---------------------------------------------------------------- AO.01 GENERAL NOTES
--------------------------- - ------------------- - ---------------------------------------- - ---------------------------------------- ------------------------------------------------ - ------------------- - ------------------- - -----------------
F
A1.01 FLOOR PLAN BUILDING 1
LOCATION PLAN FCEN RAIL ROAD (OCOEE) A1.02 FLOOR PLAN BUILDING 2
SCALE: 1/32" = 1'-0" A1.03 FLOOR PLAN BUILDING 3
1 A2.01 ELEVATIONS BUILDING 1
.&Mspo"Ifflo-
2 ",k
4
si
"'M
V
j
FLEX WAREHOUSE/OFFICE
AREA
UNITS
ABACK UNITS
2 500 SF
09
BFRONT UNITS
2 250 SF
09
OVERALL
18
BACK UNITS (UNITS 1 TO 9)
BUILDING I (UNITS 1 TO 9)
DESCRIPTION
AREA PER UNIT
OFFICE
580 SF
WAREHOUSE
1 920 SF
TOTAL
2 500 SF
1 UNIT
TOTAL AREA
22 500 SF
9 UNITS
FRONT UNITS (UNITS 10 TO 18)
BUILDING2 (UNITS10TO14)
DESCRIPTION
AREA PER UNIT
OFFICE
580 SF
WAREHOUSE
1 670 SF
TOTAL
I UNIT
2 250 SF
TOTAL
5 UNITS
11 250 SF
BUILDING 3 (UNITS 15 TO 18)
DESCRIPTION
AREA PER UNIT
OFFICE
580 SF
WAREHOUSE
1 670 SF
TOTAL
I UNIT
2 250 SF
TOTAL
4 UNITS
9 000 SF
AL AREA
AREA DESCRIPTION (UNITS 1 TO 18)
DESCRIPTION AREA PER UNIT
OFFICE
10 440 SF
WAREHOUSE
32 310 SF
TOTAL
IS UNITS
42 750 SF
Construction Area Building 1 ......... 22 500 SF
A2.02 ELEVATIONS BUILDING 1
A2.03 ELEVATIONS BUILDING 2 Construction Area Building 2 ......... 11 250 SIF
A2.04 ELEVATIONS BUILDING 2 Construction Area Building 3 ......... 9 000 SF
A2.05 ELEVATIONS BUILDING 3
A2.06 ELEVATIONS BUILDING 3 Total Construction Area ................ 42 750 SIF
A3.01 SECTIONS BUILDING 1
A3.02 SECTIONS BUILDING 2
A3.03 SECTIONS BUILDING 3
A4.01 ROOF PLAN BUILDING 1
A4.02 ROOF PLAN AND ROOF TRUSSES PLAN BUILDING 2
A4.03 ROOF PLAN AND ROOF TRUSSES PLAN BUILDING 3
A5.01 ROOF TRUSSES PLAN BUILDING 1
D1.01 NOTES
D1.02 FIRE RATED NOTES
E01 ELECTRICAL PLAN BUILDING 1
E02 ELECTRICAL PLAN BUILDING 2
E03 ELECTRICAL PLAN BUILDING 3
LS01 LIFE SAFETY PLAN BUILDING 1
LS02 LIFE SAFETY PLAN BUILDING 2
LS03 LIFE SAFETY PLAN BUILDING 3
P1.01 PLUMBING PLAN (DRAIN) BUILDING 1
P1.02 PLUMBING PLAN (DRAIN AND WATER) BUILDING 2
P1.02 PLUMBING PLAN (DRAIN AND WATER) BUILDING 2
P2.01 PLUMBING PLAN (WATER) BUILDING 1
S1.01 FOUNDATION PLAN BUILDING 1
S1.02 FOUNDATION PLAN BUILDING 2
THIS PLANS HAS BEEN DESIGNED IN ACCORDANCE
WITH AND MEETS THE REQUIREMENTS OF ALL
APPLICABLE FOLLOWING CODES:
2023 FLORIDA BUILDING CODE, 8TH EDITION
2020 NATIONAL ELECTRICAL CODE
2023 FLORIDA MECHANICAL CODE
2023 FLORIDA PLUMBING CODE
2023 FLORIDA ENERGY CODE
2023 FLORIDA ACCESSIBILITY CODE
2023 FLORIDA FIRE PREVENTION CODE
AND ALL APPLICABLE LATEST CODES
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PROJECT:
10TAF-00111110M
PROJECT No.
2024-0013
ADDRESS:
Maguire Rd
Ocoee, F134761
COVER
NOTES
DATE:
07/09/2025
DRAW:
F.A.C. D.O.V.
REVISIONS:
9.
8.
7.
6.
5.
4.
07/10/2025
3,
06/19/2025
2,
03/03/2025
1.
02/15/2025
No. D�to D-,ipti.,
3D VIEW: PERSPECTIVE VIEW
S1.02 FOUNDATION PLAN BUILDING 3
S2.01 DETAILS
Page 41 of 56
01 la 01 01 ld Ole Olf lg 01 02
UNIT 01 UNIT 02 UNIT 03 UNIT 04 UNIT 05 UNIT 06 UNIT 07 UNIT 08 UNIT 09
��OF TC
203 2"
0 _F_
'O�VOZI
2
_��ROUNE
NORTH ELEVATION
BUILDING 1
SCALE: 1/8" =1'-O"
a;: e,
"s ii"""' I'm 46; 'a" 'Al
3D VIEW: NORTH ELEVATION
BUILDING 1
OOFTOP
--- — — — — — — —
_4�i .
�0 — — — — — — — —
l q� � �2
_,;O�jROUND FLOOR
ROOF TOP Ail
2T�2�
ROOF
— — — — — — — — — — 21'- 2'1-1711—
GROUND FLOOR
v.o-11-
-ROOF TOPJ--,
23' - 2"
R'q 0
21' - 2��
ROUND FLOOR gf,
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PROJECT:
MAGUIRE PLAZA
RIM, 111111 9�
ADDRESS:
Maguire Rd
Ocoee, F1 34761
BUILDING 1
ELEVATIONS
DATE:
07/09/2025
DRAW:
FA�C. D.O.V�
REVISIONS:
9 �
8.
7.
6.
5.
4,
07/10/2025
3,
06/19/2025
2.
03/03/2025
1
02/15/2025
N., D.t. DescOption
EAST ELEVATION
BUILDING 1
SCALE: 3/32" =V-0"
3D VIEW: EAST ELEVATION
BUILDING 1
CEILING HEIGH = 19'2" - 21'2"
Page 42 of 56
02 01 01 if Ole 01 Olc (01) la
UNIT 09 UNIT 08 UNIT 07 UNIT 06 UNIT 05 UNIT 04 UNIT 03 UNIT 02
RONT ROOFTOP
_ i_ — — — __
012 _ 2"
ACKROOFTOP
ROOF
, t__ — —
2'
—
_,�ACK
1 _ 2"
9'_1011
2% SLOPE
TILT -UP CONCRETE PANEL WITH
WATERPROOFING COATING - FLAT
SELF-CLEANING ACRYLIC COATING - SATIN
SW 9542 NATURAL WHITE PAINTED WALL
10,
L— — — — — — — — -
SW 9542 NATURAL WF ITE P1
1 V-3"
SRI �K
RO F1
D-U � PR rCAST 6-8
c' �N` ETE ��ALL
,Al
'j'N" 'I.
I G —1-
"T�
_,j�GROUND F P �R
U_0
SOUTH ELEVATION
BUILDING 1
SCALE: 1/8" =V-0"
A
-0 _f - - - - - - - - - -
2100'2"To'
___ii0_ROOF . . . . . . . . . . .
21'- 2"
2:
FLOO
B
WEST ELEVATION
BUILDING 1
SCALE: 3/32" =1'-O"
LF
2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE
2% SLOPE 2% SLOPE
TILT-U CONCRETE PANEL WITH TILT -UP CONCRETE PANEL WITH
WATERPROOFING COATING - FLAT WATERPROOFING COATING - FLAT
SELF-CLEANING ACRYLIC COATING - S, SELF-CLEANING ACRYLIC COATING - SATIN
SW 9542 NATURAL WHITE PAINTED WALL SW 9542 NATURAL WHITE PAINTED WALL
10, 10, 10 10, 10, 10,
3' 3' 3' 3' 3' 3'
1z' 12' 12' 12' 1
6-8 3'-8" 6'-8' 6t-8" 6-8
B
100,
CORNICE MOLDING 22'-3"
10,
CORNICE MOLDING 24'4"
43'-5"
DG11C1 MOLDING
CORNICE MOLDING
4'-2"
'
3 -2"
TILT -UP CONCRETE PANEL WITH
WATERPROOFING CO TING - FLAT
TILT-UPCONCRE E PANEL WITH
WATERPROOFING CONTING - FLAT
SELF-CLEANING ACRYLIC COATING - SATIN
SELF-CLEANINGACR LIC COATING- SATIN
COF
NICE MOLDING SW 9542 NA URAL WHITE PAINTED WALL
GO
NICE MOLDING SW 9542 NATURAL WHITE PAINTED WALL
CORNICE MOLDING
16'-2"
12'-2"
PAINIEMAY�
10'-6"
T11,T-UP
2"
'TI1_T_'P
ONCRETE
A'
L. j
C OWRET
AIEL
FAT111A
2'-7"
19'-2"
10'-7"
IR —AFRIA-1—F
T111-1 T
BRICK
BRICK
BRICK
BRICK
_R
""TH A,
ROWLOCK
8'
O�GCK
�A'11�WH �KTIA'N�R
Z`
T_
ROOF TOPAf,
2T- V "I
ROOF Ail
GROUND FLOOR 4�
3D VIEW: WEST ELEVATION
BUILDING 1
' 2% SLOPE
3'
6'-E
UNIT 01
' 2% SLOP
TILT -UP CONCRETE PANEL WITH
WATERPROOFING COATING - FLAT
SELF-CLEANING ACRYLIC COATING - SATIN
SW 9542 NATURAL WHITE PAINTED WALL
01
FRONT ROOF TOPJ-�
23. - 2" Ilp�_
2' BACK ROOFTOP IjY
21 1"
BACK ROOF Alk
— — — -- — -- — — — — — — - 7111'
9,_1 01,
23 -2"
19'-2"
SW .142 'IX URA L WHITE PAINTED WALL
1 1'-Y
BRICK
/__ROwLOC K
6 Tli D UF PRECI
oNCRETE � LL I TSE T T.
I K_pATTE R�'�
IN
UANF
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NOTE:
CEILING HEIGH = 19'2" - 21'2"
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CLIENT
MALAK
PROJECT:
MAGUIRE PLAZA
PROJECT No.
2024-0013
ADDRESS:
Maguire Rd
Ocoee, F134761
aim
DATE:
07/09/2025
DRAW:
F.A.C. D.O.V.
REVISIONS:
9.
8.
7.
6.
4.
07/10/2025
3,
06/19/2025
2.
03/2025
1
02/15/2025
o� A "p.,
Page 43 of 56
ROOFTOP
22'- 10"
ROOF
20'- 10"
GROUND FLO
U _ 0"
__ji00OOF TOP
22'- 10"
__II�OOF - - - -
201-10.1
__��OUIND FLOOF
U _ �'
03 03 03 03c 03 04
UNIT 10 UNIT 11 UNIT 12 UNIT 13 UNIT 14
EAST ELEVATION"
BUILDING 2
SCkLE: 1/811 =111-011
3D VIEW: EAST ELEVATION
BUILDING 2
A (:B
I I
90,
22'-3" 10, 24'-4" 33'-5"
CPR 1OLDING
CORNICE MOLDING
PANI
IN WHITE
PAINTEDWHITE
li
j3 E-C
j3
CORNICE MOLDING
CORNICE MOLDING
4'-2"
PAINTED WHITE
PAINTEDWHITE
L
TILT -UP CONCRETE PANEL WITH
F_ WATERPROOFING COATING - FLAT
TILT -UP CONCRETE PANEL WITH
WATERPROOFING COATING - FLAT
SELF -CLEAN NG ACRYLIC COATING - SATIN
SELF-CLEANING ACRYLIC COATING - SATIN
SW 9542 NATURAL WHITE PAINTED WALL
SW 9542 NATURAL WHITE PAINTED WALL
9'-8"
Ec
p
CORNICE MOLDING
CORNICE MOLDING
CORNICE MOLDING,,"'�"
PAINTED WHITE
CORNICE MOLD NG
PAINTED WHITE
PAINTED WHITE
PAINTED WHITE 12'— 1
TILT -UP
CONCRETE
PANEL
3 TILT -UP
CONCRETE
PANEL
22'-10"
4'OVERHANGING
4'OVERHANGIN
ROO
—I— ING .,COPY
L
WATERPROOFINEMACH HE
211,
FFT_T_�
ATIN. 'LAT
SELF-CLEANING ACRYLIC
COATING- AT[N
BRICK `NTH .1L. N.
TH.11L THIN BI.'
2'-7"
CRATIN
SPI-F CLEANIN"AACTRYLIC
COATING.All.
BRICKL CHWALL, USING
TUNSLE THIN BRICK LOW
191-11,
10'-7"
CAN 'T COLOR
CARRIACEH—B
PNEAA$T COLO
CARRIAGEROUSE
HANDRAILS
BRICK
BRICK
BRICK BRICK
BRICK
ROWLOCI
ROWLOCK
ROWLOCK 8' ROWLOCK
IILTIJR
ROWLOCK
TIL UPPRECASr
WALL
CONCRETE WALL EASE I TI
BRICK PATTERN F.R.L 11
INER
CONCRETE WALL
—I WITH BRICK_ E_ C
FORMLINER USING'AM'ODUL—A
SPLIT MOCK (CONCAVE)
TILD-UP PRECAST CONCRETE
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ROOF
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GROUND FLOOR
01-01.
ROOFTOP�_
22'- 10"
ROOF
20'- 10"
OUNDFLOOR_��__
0, _ 0.,
NOTE:
CEILING HEIGH = 19'1" - 20'10"
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CLIENT
Aoll MALANK
PROJECT:
MAGUIRE PLAZA
ADDRESS:
Maguire Rd
Ocoee, FI 34761
BUILDING 2
ELEVATIONS
DATE:
07/09/2025
DRAW:
FA�C. D.O.V�
REVISIONS:
9�
8.
7.
6.
4.
3,
06/19/2025
2.
03/03/2025
1.
02/15/2025
NO D.t. DescOption
NORTH ELEVATION
BUILDING 2
SCALE: 1/8" =V-0"
3D VIEW: NORTH ELEVATION
BUILDING 2
Page 44 of 56
E
0
0
CU
CU
E
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Ld
LU
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UNIT 14 UNIT 13 UNIT 12 UNIT 11 UNIT 10
_70�MONT ROOF TOP . . . . . ..
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1 91-11, 1
1 OR
WHITE
22" 10" 1
21
� 2% SLOPE
TILT -UP CONCRETE PANEL WITH
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SW 9542 NATURAL WHITE PAINTED WALL
10,
9542 ATUR�LWHI�E PAINTED WALL/ , 3' K — I
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WEST ELEVATION
BUILDING 2
SCALE: 1/8" =1'-O"
ROOFTOP
2V - 0"
ROOF
19, - 1 11
GROUNDFLOOR
- - 01 - 011
2% SLOPE
TILT -UP CONCRETE PANEL WITH
WATERPROOFING COATING - FLAT
SELF-CLEANING ACRYLIC COATING - SATIN
SW 9542 NATURAL WHITE PAINTED WALL
10, 10,
3' 3'
El
3D VIEW: WEST ELEVATION
ZUILDING 2
F���29/. SLOPE 2% SLOPE
TILT -UP CONCRETE PANEL WITH
WATERPROOFING COATING - FLAT
SELF-CLEANING ACRYLIC COATING - SATIN
SW 9542 NATURAL WHITE PAINTED WALL
10 10,
3'
J 00
(:B (:A
SOUTH ELEVATION
BUILDING 2
SCALE: 1/811 =11-011
TOP 1�_
- 101,
OOF___ jj,�
)-1011 I-F
OOR_
)l - 0"
FRONT ROOF TCP_��_
22'- 10"
BACK ROOF TOP
- - - - - - - - - -- 01 -- - - - --
21'
BACK ROOF
91-101,
DRINICE MOLDI�G
PAINTED WHITE
2 V22'-7"
2 NAIURA Wl
�SW �114
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PATTER F"R"I R
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.B.C.CLEL lA_B
SPLIT BLOCK (CONCA% E)
�ay
GROUND FLOOR
01 - OK
3D VIEW: SOUTH ELEVATION
BUILDING 2
NOTE:
CEILING HEIGH = 19'1" - 20'10"
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171,
MALAK
PROJECT:
MAGUIRE PLAZA
PROJECT No.
2024-0013
ADDRESS:
Maguire Rd
Ocoee, F134761
DATE:
07/09/2025
DRAW:
F.A.C. D.O.V.
REVISIONS:
9.
8.
7.
6.
5.
4.
07/10/2025
3,
06/19/2025
2,
03/03/2025
1
02/15/2025
No. DRO, Do—pti.,
Page 45 of 56
ROOF T(
22'- 11"
ROOF
20'- 10"
GROUNI
-,i� 01-01,
a
__O�ROOF TOP .............
22'- 10"
--OOOF
��20. - 10.1
2,
__,�GROUND FLOOR . . . . . . . . . . .
U _ 0"
EAST ELEVATION
BUILDING 3
SCALE: 1/8" =1'-O"
UNIT 15
3D VIEW: EAST ELEVATION
BUILDING 3
A
NORTH ELEVATION
BUILDING 3
SCALE: 1/8" =1'-O"
I
UNIT 16
I
(:B
UNIT 17
ROOF
ROOF
- - - - - - - - T9 -17
GROUND FLOOR
0.-0.,
I
(06
UNIT 18
-I
4'-2"
ROOF TOP
22'- 1 V
ROOF
20'- 10"
9'-3"
22'-5"
10'-7"
GROUND FLOOR
0, _ 0"
3D VIEW: NORTH ELEVATION
BUILDING 3
NOTE:
CEILING HEIGHT = 19'1" - 20'10"
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MALAK
PROJECT:
MAGUIRE PLAZA
110-10,11-mill'o
rklyzuffllljr-�
ADDRESS:
Maguire Rd
Ocoee, FI 34761
BUILDING 3
ELEVATIONS
DATE:
07/09/2025
DRAW:
FA�C. D.O.V�
REVISIONS:
9�
8.
7.
6.
5.
4,
07/10/2025
3,
06/19/2025
2.
03/03/2025
1
02/15/2025
N., D.t. DescOption
Page 46 of 56
ROOFTOP
21—'- 0"
ROOF
19, -ill
GROUND FLOOR
-,i0l— — — 0. - 0I,
__,j0LRONT ROOF
2Z_ 101,
--i'00ACK ROOF'
2i7_ 0.
__��ACK ROOF
1 91-01.1
,joOROUND FLC
0, _ 0.,
06 05c 05 05 04
UNIT 18 UNIT 17 UNIT 16 UNIT 15
25' 25' 25' 25'
L
CORNICE MOLDING
F-
TOP
FRONT
2% SLOPE 2% SLOPE 2% SLOPE 2% SLOPE
11-101,
22'- 10
OF
BACK F
21'- 0
— -
- - - - - - - -
F-
TILT -UP CONCRETE WALL WITH TILT -UP CONCRETE WALL WITH
BACK F
WATERPROOFING AND SELF-CLEANING WATERPROOFING AND SELF-CLEANING
ACRYLIC COATING, SATIN FINISH ACRYLIC COATING, SATIN FINISH
91
011 E,
SW 9542 NATURAL WHITE PAINTED WALL SW 9542 NATURAL WHITE PAINTED WALL
91-1 01v
K�,CORNI
C1
RNLICE MOLDING/
�EM.L.114G
FAINTEDWHITE
PAINTED WHITE
101 10' 10'
22'-10"
22'-10"
21'
21'
19" 4'
191'_j,,
S
VV 9542 �ATUR�L WHII
E PAINTED WALL
3' v
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OR
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GROt
WEST ELEVATION
BUILDING 3
SCALE: 1/8" =V-0"
3D VIEW: WEST ELEVATION
BUILDING 3
B
%_0 N-0 %mf I 1 1 16.— L— V I I I 1 %..0 1
BUILDING 3
SCALE: 1/8" =V-0"
(: A
TOP df,
- 101,
OOF
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OOR
ROOF TOP
OOF TOP
OOF —
NO FLOOR
0, _ 0',
CEILING HEIGHT = 19'1" - 20'10"
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1 11080, v
PROJECT:
10TAFT1101111:40ri
PROJECT No.
2024-0013
ADDRESS:
Maguire Rd
Ocoee, F134761
DATE:
07/09/2025
DRAW:
F.A.C. D.O.V.
REVISIONS:
9.
8.
7.
6.
5.
4.
07/10/2025
3,
06/19/2025
2,
03/03/2025
1.
02/15/2025
NOL DDO,
mslllss�
3D VIEW: SOUTH ELEVATION
BUILDING 3
Page 47 of 56
Florida Lighting Associates Luminaire Schedule
Symbol
Qty
Label
Arrangement
Description
LLF
Luminaire
Luminaire Total
[MANUFAC]
Mounting
Watts- Watts
- ----------------------------------------------------------------- -
- ------ - ------------------------------------------------ - -
12
---------------------------------------------------------------------- -
CYL
----------------------------------------------------------------------------------- - -
Single
------------------ ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -
SCH4-WL-LED-WM-WH-120OL-DIM10-
------------------------------------------ -----Lume-n-s-,--,
0.950
------------ -
1315
------ - - ---------------------- --------------------- -
13.5163 162.196
- --- - --------------------------------------------------------------------------------- ----He-i-gh-t
ELITE
----------------------------------------
9
MVOLT-FL-40K-90-
3
SL3
Single
VP-1-160L-100-4K7-3-UNV-A3-BLT
0.950
14109
97.2 291.6
BEACON PRODUCTS
25
VALMONT 240840605TE-Dl-DBL-HH
WA-18AC DBL 6 Dir e-c t-B-u ry
- - --- ------------------------------------------------------------------------ -
1
-----------------------------------------------------------------------------------
SL4
------------------------ ---- -
Single
---------- - ---------------------------------------------------------------------------------- -
VP-1-160L-100-4K7-4W-UNV-A3-BLT
------------------------------------------ -
0.950
- -------------------------------------------------------------- -
13847
---------------------------------------------------------- ------------------------------------------------------
97.2 97.2
- ------ -
BEACON PRODUCTS
- -----------------------------------------------
25
VALMONT 240840605TE-Dl-DBL-HH
WA18AC DBL 6 Direct Bury
6
WP3
Single
VPW2-48L-45-4K7-3-UNV-BLT
0.950
5208
45.9 275.4
BEACON
15
- --------------------------
-------- -
17
------- - - -------------------------------------------------------------- - -
WP4
-- - -- - - ------- -
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------- ------ --- - -- - - - - ------------------------------------------------------------------------------------------------------------ ---- - -
VPW2-48L-45-4K7-4F-UNV-BLT
------- - ------- - -- - -- ----------- -
0.950
- - - - - - --- -- - ------------------------------------------ -
5474
----------- - ------------------------------------------ - - -------- ------------ ------------------------------
46.2 785.4
------- -
BEACON
- - - - ----------------------------------------------------------------------
15
Calculation Summary
Label
----------------------------------------------------------------------------------------------------- -
Property Line
CalcType
------- - - -------------------------------------------------------------------------------------------------
Illuminance
Units Avg
-- - - - - - ------------------------------------------------------------------------------------ ------ - - ------------------------------------
Fc 0.21
Max
- - - - - - --------------------------------
1.0
Min
- -- - - - - --------------------------------
0.0
Avg/Min
- ---------- - ---- --- -------- - ---------------- -
N.A.
Max/Min
------------- -------- - ------- - -------------
N.A.
Site
Illuminance
Fc 1.32
5.2
0.0
N.A.
N.A.
Parking Lot
Illuminance
Fc 1.87
3.9
0.4
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THIS ITEM HAS BEEN
ELECTRONICALLY SIGNED&SEALED
BY AMPHION ENG/ RAFAEL I DIAZ
USING A DIGITAL
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ANY ELECTRONIC COPIES
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TO THE BEST OF THE ENGINEERS'S
K N 0 W L E D G E, THE PLANS AND S
ECIFICATIONS C 0 M P L Y WITH THE
APPLICABLE MINIMUMBLDG.
CODES AND THE APPLICABLE FIRE
SAFETY STANDARDS AS DETERMINED
BY THE LOCAL AUTHORITY IN
ACCORDANCE WITH SE C T 10 N
110.8.4.4 FBC-B AND CHAPTER 633,
FLORIDA STATUES.
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JOB # -
DATE: -
SCALE: -
DESIGNED BY: -
DRAWN BY:
APPROVED BY: gnTA7
SHEET
P H - 1 OF 1
West Orange Times c/o Business Observer
1970 Main Street
3rd Floor
INVOICE Sarasota, FL 34236
941-906-9386 x322
Legal Advertising
CITY Or, OCOEE
NOTICE OF PUBLIC HEARING
MAGUIREPLAZA
PILPEJ , T,,kT SLM
CASE NUMBER: LS-2025-006
NOTICE IS HEREBY GIVEN, pursuant to Article IV Section 4-3A.(3)(b) of the
City of Ocoee Land Development Code, that on TUESDAY, APRIL 14, 2026, AT
6:15 P.M. or as soon thereafter as practical, the OCOEE PLANNING & ZONING
COMMISSION will hold a PUBLIC HEARING at the City of Ocoee Commission
Chambers, I North Bluford Avenue, Ocoee, Florida, to consider the Preliminary/
Final Large -Scale Site Plan for Maguire Plaza. The property is identified as parcel
number 18-22-28-0000-00-096. The subject property is approximately 3.64 acres
in size and is located on the west side of Maguire Road, approximately 249 feet
south of the intersection (if, Franklin Street and Maguire Road. The proposed use is
for three (3) one-story flex -space commercial office buildings, approximately 42,750
SF combined.
Interested parties may appear at the public hearing and be heard Nvith respect to
the proposed action. The complete case file, including a, complete legal description
by metes and bounds, may be inspected at the Ocoee Planning Department located
at I North Bluford Avenue, Ocoee, Florida, between the hours of 8:00 am. and
5:00 p.m., Monday through Friday, except legal holidays. The Planning and Zoning
Commission may continue the public bearing to other dates and times, as it deems
necessary� Any interested party shall be advised of the dates, times, and places of
any continuation of these or continued public hearings shall be announced during
the hearing. No further notices regarding these matters will be published. You are
advised that any person -who desires to appeal any decision made at the public hear-
ings will need a record of the proceedings and, for this purpose, may need to ensure
that a verbatim record of the proceedings is made, which includes the t c-stimony and
evidence upon which the appeal is based. In accordance with the Americans with
Disabilities Act, persons needing a special accommodation or all interpreter to par-
ticipate in this proceeding should contact the City Clerk's Office 48 hours in advance
of the meeting at (407) 905-3105.
April 2, 2026 26-01069W
Attention: If you are a government agency and you believe that you qualify for a 15% discount to the second insertion of
your notice per F.S. revision 50.061, please inform Kristen Boothroyd directly at 941-906-9386 x323.
/I NOTICE
The Business Observer makes every effort to ensure that its public notice advertising is accurate and in full compliance with all applicable statutes and ordinances and
that its information is correct. Nevertheless, we ask that our advertisers scrutinize published ads carefully and alert us immediately to any errors so that we may correct
them as soon as possible. We cannot accept responsibility for mistakes beyond bearing the cost of republishing advertisements that contain errors.
Page 49 of 56
April 2026
Development Services
New Development Update
The following information is respectfully submitted to the Honorable Mayor and City Commission to provide general information
about public and private development in the City of Ocoee. Please feel free to contact Assistant City Manager Michael Rumer at
407-905-3112 for additional information or questions.
NEW DEVELOPMENT
District I Project Name & General Location I Project Description I Status I
BEAT THE STREETS a one-story building with a 31,640-
Sage #2026-0011 square -foot footprint on 7.7
606 Ocoee Apopka Road & 789 Pine Street acres. The facility is proposed to
7.76 acres serve as a bus operations center
known as Beat the Streets
Under 1st Review
OCOEE MULTI -USE Preliminary Site Plan for a
proposed three-story, 35,760-
APARTMENTS square -foot mixed -use building on
Sage #2026-0012 3.39 acres. The building is planned
3 15, 121, 201, & 209 s. Kissimmee Ave. & to include 14 commercial units and Under 1st Review
214 Mckey Street 53 residential units.
3.39 acres
UNDER CONSTRUCTION
District
Project Name & General Location
Project Description
Status
District I - Scott R. Kennedy
MAGNOLIA RESERVE
TOWNHOMES
Large -Scale Final Subdivision Plan
Under Construction
Sage #2022-0057
Proposing Townhome Subdivision
2199 West Road
with a minimum living area of 1,500
24 of 48 (50%)
5.08 acres
SF
Townhomes have
received CO
I I P a g e
Page 50 of 56
Under Construction +
OCOEE CROWN POINT MIXED-
USE DEVELOPMENT
Large -Scale Final Site Plan for
0 80% complete for
Sage #2022-0050
2012 Ocoee Apopka Road
mixed -use consisting of Multifamily
buildings and
16.19 acres
and Retail
sitework
0 Phase 1 received
CO on 12/23/2025
'District,2
-Rosemary Wilsom,
AQUASONIC CAR WASH
Sage #2025-0052 & 2024-0034
Under Construction
+
2
Small -Scale Site Plan, 4,400 SF
Clarke Road
Parcel # 21-22-28-6328-00-070
Car Wash
Building and
1. acres
sitework at 30%
completion
District 3 - Richard Firstner
FLOORING AMERICA STORAGE
Under Construction
+
BUILDING
Sage #2023-0034
Small -Scale Site Plan for a 13,700
3
10897 West Colonial Dr.
SF Warehouse Building
Building and
2.95 acres
sitework at 10%
completion
02B KIDS
Sage #2022-0023
Small Site Plan for 10,970
Under Construction
3
-Scale a
880 Bluford Avenue
SF Day Care Facility and a 6,000
2.48 acres combined
SF Medical Office Building
Building and
sitework at 85%
completion
OCOEE MULTI -USE
Preliminary Site Plan for a
APARTMENTS
proposed three-story, 35,760-
NEW PROJECT
Sage #2026-0012
square -foot mixed -use building on
SUBMITTAL
3
15, 121, 201, & 209 s. Kissimmee Ave. &
3.39 acres. The building is planned
214 Mckey Street
to include 14 commercial units and
Under 1st Review
3.39 acres
53 residential units.
THE REGENCY
Under Construction
Sage #2023-0015
Large -Scale Final Site Plan for 300
0 Sitework and
3
1601 Maguire Road
Multifamily units and 7000 SF of
Buildings at 50%
16.68 acres
Retail
completion
0 Developer is using
Private Providers
District 4 - George Oliver
RESERVE AT LAKE MEADOWS
Under Construction
+
4
Sage #2021-0043
2149 Lauren Beth Avenue
A Large -Scale Final Subdivision
4 of 46 (8.7%)
18.58 acres
plan for 46 single-family homes
single-family homes
have received CO
WYNWOOD PHASE 3 & 4 FKA
Under Construction
CLRM
Large -Scale Preliminary/Final
121 of 186
Sage #2023-0024
Subdivision Plan to construct 187
(65%) single-
4
56.63 acres
single-family residential lots
family homes have
Phase I & 2 Completed
received CO
2 1 P a g e
Page 51 of 56
CURRENT DEVELOPMENT REVIEW
District
� Project Name & General Location
Project Description
Status
District I - Scott R. Kennedy
0 Under 2nd Review
Planning and Zoning
HOLIDAY INN EXPRESS
Commission
Sage #2025-0051
Special Exception to the existing
Meeting: March 10,
2026
West Road
Commercial PUD to allow Hotel
0 City Commission
3.71 acres
use
Meeting: April 7,
2026 — CONTINUED
0 Community Meeting
(TBD)
OCOEE VILLAGE CENTER
NW PARCEL 1
Large -Scale Final Site Plan for
Sage #2024-0046
three (3) Retail Buildings, with a
Under 2nd review
N Lakewood Ave
total of 26,570 SF
3.97 acres
OCOEE VILL-AGE CENTER
0 Approved for
NEW GROCERY AND FUEL
Large -Scale Final Site Plan for a
48,585 SF Grocery Store with a 10
Construction on
STATION
Pump Fuel Station, including a
March 2, 2026.
Sage #2025-0044
1,618 SF Convenience Store
0 Pre -Construction
N Lakewood Ave
Meeting scheduled
7.99 acres
for April 14, 2026.
District 2' Rosemary Willsen
OCOEE PICKLEBALL
Sage #2026-0004
Indoor Pickleball Complex with 26
Under 2nd Review
2
1100, 1050, 1000 Jacob Nathan Blvd.
Courts
6.08 acres
ORANDO HEALTH REHAB
Small -Scale Site Plan to construct
0 1 st review comments
PARKING LOT EXPANSION
25 new paved parking spaces, a
sent on January 27,
Sage #2025-0046
paved driveway, and associated
2026.
2
1300 Hempel Avenue
stormwater collection and
& Pending
conveyance
Resubmittal.
WALMART #942 DRONE
Small -Scale Site Plan to install a
0 Approved for
PROJECT
drone nest to house and support
construction on
Sage #2025-0048
drone operations, and an auto
February 25, 2026.
2
10500 IN Colonial Dr
loader system for automated
0 Pre -Construction
21.73 acres
merchandise loading and delivery
Meeting held on
April 1, 2026.
WEST ORANGE MEDICAL
0 Approved for
Sage # 2025-0016
recording
2
3442 Old Winter Garden Road
Plat for an 11,800 SF Medical
0 Pending document
3462 Old Winter Garden Road
Office
for the applicant to
Parcel # 29-22-28-0000-00-028
be processed with
Parcel # 29-22-28-0000-00-036
the recording of the
1.21 acres combined
Plat
3 1 P a g e
Page 52 of 56
Approved for
WEST ORANGE MEDICAL
Construction on
Sage # 2023-0006
August 8, 2023.
2
3442 Old Winter Garden Road
Small Scale Site Plan for an 11,800
Pre -Construction
3462 Old Winter Garden Road
SF Medical Office
Meeting held on
Parcel # 29-22-28-0000-00-028
April 16, 2024.
Parcel # 29-22-28-0000-00-036
Revision Review
1.21 acres combined
approved on
January 21, 2025.
District 3
— Richard Firstner
429 BUSINESS CENTER PHASE
11 WEST
Large-scale Final Site Plan for a
Sage #2022-0055
one-story building consisting of
Received CO for
3
510 Corporate Park Road
70,720 SF
sitework and
5.90 acres
buildings on
12/17/25
429 BUSINESS CENTER PHASE
11 EAST
Large -Scale Final Site Plan for
Received CO for
Sage #2022-0054
three (3) one-story buildings
sitework and
3
448 Corporate Park Road
totaling 126,402 SF
buildings on
11.21 acres
12/17/25
720 N LAKEWOOD AVE —
FLORES PROPERTY
3
Sage #2025-0026
Lot split to separate 1 lot into 3
Under 3rd Review
720 N Lakewood Avenue
7.51 acres
BEAT THE STREETS
a one-story building with a 31,640-
Sage #2026-0011
square -foot footprint on 7.7
NEW PROJECT
3
606 Ocoee Apopka Road & 789 Pine Street
acres. The facility is proposed to
SUBMITTAL
Parcel # 18-22-28-0000-00-003 & 18-22-
serve as a bus operations center
28-0000-00-001
known as Beat the Streets
Under 1st Review
7.76 acres
DAKA PLAZA
Small -Scale Site Plan proposing a
3
Sage #2023-0042
9,774 SF retail plaza with a drive-
Under4 th review
1550 Maguire Rd.
through
1. 00 acres
ELLIANOS COFFEE SHOP
3
Sage #2025-0041
Small -Scale Site Plan for an 864
Under4 th review
250 Moore Road
SF Coffee Shop
0.46 acres
Approved for
Construction on
March 4, 2019.
Pre -Construction
Meeting held on
INSPIRATION TOWN CENTER &
March 28, 2019.
LUXURY HOMES
Large -Scale Preliminary & Final
0 Under revision
3
Sage #2024-0033
Site/Subdivision Plan proposing 90
review
Excellence Circle
luxury townhomes, with four
Revision Review
9 acres
commercial buildings
Approved on
January 28, 2026.
Pending approved
revised sheets for
Stamping
PUD Modification
4 1 P a g e
Page 53 of 56
LAKE LILLY POINT
0 2nd review
PROFESSIONAL CENTER
Small -Scale Site Plan for 14,174
Comments sent on
3
Sage #2025-0018
SF Professional/Medical Office
December 29, 2025.
Old Winter Garden Road
Building
0 Pending Resubmittal
4.17 acres
0 Approved for
3
MAGUIRE PLAZA
Construction on
Large -Scale site Plan to construct
March 11, 2026
Sage #2025-0029
three (3) buildings consisting of
0 Planning & Zoning
41, 51, & 96 Maguire Rd
office, warehouse, and retail.
Meeting April 14,
3.64 acres
2026
City Commission
Meeting May 5, 2026
OCOEE CORNERS RETAIL
Small -Scale Site Plan for the
Sage #2025-0039
construction of infrastructure,
Under 3rd Review
3
1535 Maguire Rd.
parking, sanitary, and water stub-
4.50 acres
outs for future buildings.
PALM DRIVE RE -ALIGNMENT
2nd review
Sage #2025-0040
comments sent on
3
Ocoee Apopka Rd
Re -alignment of Palm Drive
January 29, 2026.
0. 77 acres
Pending
Resubmittal.
YARD TRASH RECYCLING
Approved for
FACILITY
Construction on
Sage #2024-0049
Small -Scale Site Plan
October 30, 2025.
3
1601 Maguire Road
Pending Pre -
Parcel # 07-22-28-0000-00-021
Construction
9.91 acres
Meeting
District 4 — George Oliver
MARKET STORE AT PRAIRIE
Small -Scale Site Plan to construct
1 st review comments
LAKE
a convenience store with a gas
sent on February 9,
Sage #2024-0050
station and car wash with a total
2026.
4
Ocoee Vista Pkwy
project area of 87,206 SF
Pending resubmittal.
2. 00 acres
SHOPPES ON THE BLUFF
4
2024-0045
9251 Clarcona Ocoee Road
Small -Scale Site Plan to construct
th
0 Under 5 Review
Parcel # 33-21-28-0000-00-023
two retail buildings totaling 23,052
Parcel # 04-22-28-0000-00-00-012
square feet
4.29 acres
OLDER THAN SIX (6) MONTHS
District
Project Name & General Location
Project Description
Status
District I - Scott R. Kennedy
THE FALLS AT WINTER LAKE
Approval of the
FKA MIXED -USE @ FULLERS
Preliminary Site Plan
CROSS RD & OCOEE APOPKA
Large -Scale Preliminary Site Plan
review at the July
19, 2022, City
RD
for mixed -use consisting of
Commission
Sage #2022-0006
Apartments and Commercial
Meeting.
Fullers Cross Road
Pending Submittal
17.96 acres
for Final Site Plan
review
5 1 P a g e
Page 54 of 56
SPRING HILL SHOPPING PLAZA
Sage #2025-0025
0 Pre -Application
1500 Wurst Rd
Small -Scale Site Plan for the
meeting held on July
Parcel # 09-22-28-8242-02-140
expansion of the existing building
22,2025.
0. 63 acres
0 Pending Resubmittal
District 2
—Rosemary Wilsen
2
750 S. BLUFORD AVE.
Small -Scale Site Plan for an
1 It Review
Sage #2025-0017
750 S. Bluford Ave.
existing building for Site
comments sent on
Improvements to the parking lot
August 4, 2025.
Pending Resubmittal
CITY CENTER WEST ORANGE,
2n' Review
2
PARCEL 1, PHASE IV, LOT 4A
Small -Scale Site Plan, two-story
Comments sent on
June 18, 2019
251 Maine Street
20,000 SF office/retail building
0 Awaiting resubmittal
1.26 acres
for 3rd Review
O'REILLY'S OCOEE
* Approved for
Sage #2024-0039
Construction on May
2
1891 E Silver Star Road
Small -Scale Site Plan for a 7,246
13,2025.
5.06 acres
SF O'Reilly Auto Parts store
0 Pre -Construction
Meeting was held on
July 1, 2025.
OCOEE GATEWAY
Sage #2024-0042
0 City Commission
I 100, 1050, 1000 Jacob Nathan Blvd.
Determination for Vested Rights
Meeting: January 7,
2
Parcel # 21-22-28-0000-00-021
2025 (was continued
Parcel # 21-22-28-0000-00-029
per applicant)
69.29 acres
OCOEE OAKS JOINT VENTURE
Approved for
2
Sage #2023-0021
Construction on
201 S. Clarke Rd.
Large -Scale Final Subdivision Plan
June 18, 2024.
12.59 acres
Pending Pre -
Construction
Meeting
VALIANT REALTY GROUP
0 1 It review comments
Sage #2024-0051
112 S. Bluford A ve.
Small -Scale Site Plan for a 7,843
sent on July 10,
2025.
2
.24 acres
SF Office Building
0 Pending
Resubmittal.
WEST ORANGE SURGERY
0 Approved for
CENTER
Construction on
2
Sage #2022-0005
Small -Scale Site Plan for an 11,500
January 31, 2023.
0 Pending Pre-
3422 Old Winter Garden Road
SF Surgery Center
Construction
Parcel # 29-22-28-0000-00-030
Meeting
1.26 acres combined
District 3
Richard Firstner
911 MARSHALL FARMS -
0 1 It Review
SURUJLALL PROPERTY
Small -Scale Site plan for an Auto
comments sent on
Sage #2025-0022
repair shop with office space.
October 21, 2025
3
911 Marshall Farms Rd
Pending resubmittal
2.22 acres
Page 55 of 56
CAMBRIA SUITES AT OCOEE
0 Approved for
Sage #2024-0021
Construction on
3
924 Maguire Road
Large -Scale Final Site Plan for a
September 19, 2025
2.61 acres
six -story, 118-roorn Hotel
0 Pending Pre -
Construction
Meeting
INSPIRATION
Plat — Phase 2
0 2nd Review
Sage #2024-0030
Plating 30 Parcels to 47 Resulting
Comments sent on
3
Excellence Circle
Parcels
January 29, 2025.
9 acres
0 Pending Resubmittal
OCOEE REGIONAL SPORTS
COMPLEX
Sage #2025-0008
Parcel # 07-22-28-0000-00-001
Large-scale preliminary Site Plan
1 st Review
Parcel # 07-22-28-0000-00-023
on about 150 acres, for a multi -use
3
Parcel # 07-22-28-0000-00-039
regional sports and entertainment
comments sent on
Parcel # 07-22-28-0000-00-041
complex, containing multipurpose
April 18, 2025.
Parcel # 07-22-28-0000-00-043
fields, retail, restaurants, hotel,
0 Pending Resubmittal
Parcel # 07-22-28-0000-00-105
offices, and other uses.
Parcel # 07-22-28-0000-00-074
Parcel # 07-22-28-0000-00-060
Parcel # 07-22-28-0000-00-057
150.9 acres combined
0 Revision review
comments sent on
3
OCOEE VILLAGE
04/01/2024
Sage #2022-0020
Large -Scale Final Site Plan, for two
Site has had three
(3) pre -application
Franklin Street
(2) two-story Buildings with 72,712
meetings since the
Parcel # 18-22-28-0000-00-025
SF for Office/Retail.
last round of
5.77 acres
comments on
different site -concept
plans
PALM DRIVE RETAIL FACILITY
2nd review
3
Sage #2024-0052
Small -Scale Site Plan for a 15,000
comments sent on
Palm Drive
SF Retail/Office Building
July 24, 2025.
Parcel # 18-22-28-0000-00-00-109
0 Pending resubmittal.
1. 65 acres
District 4 — George Oliver
COVINGTON OAKS
0 Approved for
Sage #2024-0024
Final Subdivision Plan for
Construction on
4
8667 A. D. Mims Road
17 Single -Family Residential Lots
January 23, 2025
Parcel # 10-22-28-0000-00-004
0 Pending pre-
9.94 acres
construction meeting
GARDENIA POINTE
0 1 st Review
4
Sage #2025-0009
Large -Scale Preliminary
comments sent on
Clarke RoadIA. D. Mims Road
Subdivision Plan
July 29, 2025.
37.37 acres
0 Pending resubmittal
HOWARD MEADOWS AKA
WATSON MEADOWS
Final Subdivision Plan for
Not Active (Change of
4
Sage #2023-0032
Six (6) Single -Family Residential
Owner)
8708 A. D. Mims Road
Lots
2.25 acres
7 1 Page
Page 56 of 56