HomeMy WebLinkAbout09-09-2025 Agenda PacketOCOEE PLANNING AND ZONING COMMISSION
Ocoee Commission Chambers
1 N. Bluford Avenue
Ocoee, Florida
September 9, 2025 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 for the Planning and Zoning Meeting Held on August 12, 2025
• OLD BUSINESS
• NEW BUSINESS
1. Ocoee Pickleball Complex - Vasant Sports LLC Large -Scale Preliminary Site Plan;
Project No. LS-2025-005 (Development Services Deputy Director Whitfield)
• 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 60
OCOEE PLANNING AND ZONING COMMISSION
Ocoee Commission Chambers
1 N. Bluford Avenue
Ocoee, Florida
August 12, 2025 MINUTES 6:15 PM
REGULAR PLANNING AND ZONING COMMISSION MEETING
• CALL TO ORDER
Chair Lomneck called the regular session to order at 6:15 PM in the Commission Chambers
of City Hall. The invocation was led by Chair Lomneck, followed by the Pledge of Allegiance
to the Flag. Recording Clerk Justice called the roll and declared a quorum present.
Present: Chair Lomneck, Members Keller, Chacon, Galvan, and Alternate Member Butler
Absent: Vice -Chair Forges
Also present: Development Services Deputy Director Whitfield, Urban Designer Parish,
Board Attorney Johnson, and Recording Clerk Justice
• CONSENT AGENDA
1. Minutes of the Planning and Zoning Commission Meeting held on July 8, 2025.
(6:16 pm)
Motion for Approval of the Consent Agenda: Moved by Member Keller, Seconded by
Member Galvan; Motion carried 5-0 with Vice -Chair Forges absent.
• OLD BUSINESS - None
• NEW BUSINESS - None
• MISCELLANEOUS
1. LDC Workshop (Development Services Deputy Director Whitfield)
Development Services Deputy Director Whitfield provided an overview of the proposed
Land Development Code (LDC) revision with respect to the following:
• Minimum living area within the Traditional Neighborhood (TN) District
• Zoning Districts Correlations Table
• Residential Zoning Classifications
• Non -Residential Zoning Classifications
• Proposed Changes to Threshold for Development
Planning & Zoning Commission
August 12, 2025
Development Services Deputy Director Whitfield recapped the previous discussion
regarding minimum living area within the Traditional Neighborhood (TN) District. She stated
that, following earlier workshops, Staff determined the most appropriate standards for that
District would be to maintain a minimum living area and set it at 1,000 square feet for
detached single-family residences and 650 square feet per unit for duplexes. Board Members
had no objections or comments.
Development Services Deputy Director Whitfield presented the Zoning Districts
Correlations Table, explaining how zoning classifications align with compatible Future Land
Use Designations, and outlined the proposed permissible uses and special exceptions for
each Residential Zoning District. She also reviewed the permissible uses for the Non -
Residential Zoning Classifications.
Chair Lomneck asked whether constructing a new car wash would require 1-1 zoning.
Development Services Deputy Director Whitfield responded, and discussion followed
regarding existing 1-1 zoning.
Chair Lomneck asked whether churches require a special exception rather than receiving
automatic approval. Development Services Deputy Director Whitfield responded, and
discussion ensued. Chair Lomneck opined that churches should require special exceptions
within all zoning districts that may allow them to avoid conflicts with minimum locational
criteria for alcohol sales and consumption. Member Keller agreed. Additional discussion
addressed churches and schools requiring special exceptions, as well as the distinction
between public or private schools and daycares.
Development Services Deputy Director Whitfield then outlined the special exceptions and
prohibited uses for the proposed Non -Residential Zoning Classifications.
Chair Lomneck inquired whether there were any updates regarding legal, non -conforming
changes of occupancy based on the previous workshop. Development Services Deputy
Director Whitfield and Board Attorney Johnson responded.
Development Services Deputy Director Whitfield explained the proposed changes to
development thresholds, which would include the reduction from 25,000 SF to 10,000 SF
and a proposed application's impact on capacity, regardless of square footage.
In response to Chair Lomneck's request for an example, she noted that a gas -inclusive
convenience store may be under 5,000 square feet yet generate more than 200 trips per
fueling position per day. Discussion followed regarding the typical number of fueling positions
in new gas -inclusive convenience stores, plus additional examples and adopted levels of
service within the adopted Comprehensive Plan in relation to development thresholds.
Page 3 of 60
Planning & Zoning Commission
August 12, 2025
2. Project Status Report
Development Services Deputy Director Whitfield updated the Board with the following:
• Announced the date and time for the Pickleball Community Meeting
• Staff are working to update the Project Status document and make it interactive
• There have recently been pre -application meetings and technical staff review
meetings; however, no projects are ready to present to Commission at this time
• The mass grading permit for Dynasty has come back and is ready for approval;
the next step is sitework permitting
• Announced the tentative date for the Regional Law Enforcement Training Center
groundbreaking
Member Galvan inquired about the road work on Rewis Street and Flewelling Avenue.
Development Services Deputy Director Whitfield responded to his question.
•ADJOURNMENT — 7:10 PM
ATTEST:
Miranda Justice, Recording Clerk Brad Lomneck, Chair
31
Page 4 of 60
Contact Name:
Subject:
CITY OF OCOEE
PLANNING & ZONING COMMISSION
(Local Planning Agency)
STAFF REPORT
Meeting Date: September 9, 2025
Item #: 1
Anoch Whitfield, Deputy Development
Services Director
Department Director: Ginger Corless
Ocoee Pickleball Complex - Vacant Sports LLC Large -Scale Preliminary Site Plan; Project No.
LS-2025-005 (Development Services Deputy Director Whitfield)
BACKGROUND SUMMARY:
Owner/Applicant: The applicant/property owner is Vasant Sports LLC, represented by Sravan K. Tummala, Project
Manager.
General Location: The property is located in Commission District 2 and generally on the west side of Jacob Nathan
Boulevard at the terminus of Matthew Paris Boulevard. The subject properties are addressed at 1100, 1050, and
1000 Jacob Nathan Boulevard.
Property Size and Parcel ID No.: The subject property consists of three (3) parcels, totaling approximately 6.08
acres and assigned parcel ID numbers 21-22-28-3093-04-000, 21-22-28-3093-03-000, and 21-22-28-3093-06-000.
Existing Site Conditions: The table below summarizes the existing conditions of the subject property.
Current Future Land
Current Zoning
Existing Land Use
Overlays/Unique Features
Use Map Designation
District
Commercial
C-2
Vacant wooded lots
Property is within the CRA and is
bordered by wetlands. Western
border contains floodplain areas.
The property is surrounded by the following jurisdictions, Future Land Use Map designations, zoning districts and
land uses.
Direction
Jurisdiction
FLUM Designation
Zoning District
Existing Land Use
North
City
High Density
Residential
R-3
City Stormwater Pond
South
City
Commercial
C-2
Commercial
East
City
Commercial
C-2
Commercial
West
City
Commercial
/Conservation
C-2
Wetlands/ Conservation Areas
Proposed Development: The applicant is proposing an indoor pickleball complex that would consist of:
■ Building 1 (Northern Building): 15 indoor pickleball courts and associated club amenities (i.e. lockers, sauna,
showers, restrooms), gaming area, a small office, and small conference room), a restaurant with both indoor
and outdoor dining areas and pickleball court viewing areas located on two (2) indoor levels, and retail shop,
■ Building 2 (Center Building): 10 indoor pickleball courts with indoor viewing areas,
■ Building 3 (Southern Building): Banquet hall, and
Page 5 of 60
■ Outdoor Space: one (1) championship court and a social/gathering space with outdoor seating areas and
sun sails to provide shade.
Building elevations (black/white and color) are provided in the attachments.
Parking: Parking is proposed at ratios consistent with staffs recommendation for the pickleball use as well as with
Section 6-4, Parking, of the Land Development Code, for retail, restaurant, and office/conference uses. A total of
172 parking spaces are proposed.
Stormwater: Stormwater will be provided off -site via an existing stormwater system, which has available capacity to
accommodate up to 80% impervious surface area (ISA) within the subject property. The project proposes ISA at
70.2%. Final stormwater calculations, engineering, and St. Johns River Water Management District (SJRWMD)
permitting for drainage requirements will be reviewed during the Final Site Plan review.
Access: Access will be provided via two (2) full access driveways off of Jacob Nathan Boulevard.
Utilities: The Utilities Department has approved the proposed Preliminary Site Plan and provided guidance to the
applicant for the utility engineering for the Final Site Plan.
ISSUE:
Should the Planning and Zoning Commission make a recommendation of approval of the Preliminary Large -Scale
Site Plan for the Ocoee Pickleball Complex development located on the properties addressed at 1100, 1050, and
1000 Jacob Nathan Boulevard and assigned parcel ID numbers 21-22-28-3093-04-000, 21-22-28-3093-03-000, and
21-22-28-3093-06-000?
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Development Review Committee (DRC) Recommendation:
The DRC considered this item on Tuesday, September 2, 2025. This project was submitted as a preliminary/final
large-scale site plan. However, as there were several outstanding issues relative to final site plan review
requirements, as discussed by the DRC members, the applicant team elected to split the application and proceed to
public hearings for the project as a Preliminary Site Plan only, with the understanding that staff review would
continue for the Final Site Plan relative to engineering/utilities requirements.
Following discussions regarding the additional information and documentation that would be needed for a Final Site
Plan review and approval, the DRC made a unanimous recommendation of approval of the Preliminary Site Plan
with no conditions.
Staff Recommendation:
Staff recommends that the Planning and Zoning Commission make a recommendation of approval of the
Preliminary Large -Scale Site Plan for the Ocoee Pickleball Complex development located on the properties
addressed at 1100, 1050, and 1000 Jacob Nathan Boulevard and assigned parcel ID numbers 21-22-28-3093-04-
000, 21-22-28-3093-03-000, and 21-22-28-3093-06-000.
ATTACHMENTS:
1. Ocoee Pickleball Location Map
2. Ocoee Pickleball Aerial Map
3. Ocoee Pickleball Zoning Map
4. Ocoee Pickleball FLUM Map
5. Ocoee Pickleball Construction Plans
6. Ocoee Pickleball Landscape
7. 129 Elev 08-19-25
8. Ocoee Pickleball Advertisement
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Page 6 of 60
Page 7 of 60
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Surrounding • • Map
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Development Services
Department
360
■ Feet
Created: month year
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
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Ocoee Pickleball Complex - Vasant Sports LLC
Surrounding Future Land Use Map
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Development Services
Department
320
■ Feet
Created: month year
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)
'='L,f,F Conservation/Floodplains (CONS)
Recreation and Open Space (REC)
Public Facilities/Institutional (INST)
Page 10 of 60
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Page 12 of 60
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GENERAL STORM DRAINAGE SYSTEM PAVING, GRADING AND DRAINAGE
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WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL OTHER UTILITIES WHICH INTERFERE WITH THE PROPOSED OPERATIONS ON THE STATE HIGHWAY SYSTEM" IS REFERRED TO FOR THE STRUCTURAL DESIGN OF DRAINAGE STRUCTURES 2. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE
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2. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS U)
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CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER POURED)
ADJACENT TO THE SITE. REMOVE OR CAP AS NECESSARY. LOADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXISTING DRAINAGE
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4. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE 811" AT 811
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0 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY.
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T HEREIN IS NOT INTENDED TO BE SCALED FOR CONSTRUCTION PURPOSES. THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. V)
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MATERIALS AS REQUIRED BY THESE PLANS AND GEOTECHNICAL REPORT, THE VARIOUS AGENCIES AND PERMIT CONDITIONS. ace -
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13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. SAFETY REGULATIONS.
WILL BEAR ALL COSTS OF SAID RETESTING.
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14. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON
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0 CONTRACTOR TO COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY.
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r1) PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN 1. THE INSTALLATION, SHAPE, AND SIZE OF ALL SIGNS AND THEIR LETTERING SHALL COMPLY WITH THE LATEST EDITIONS OF 0 �-- N U) >-
0 16. ALL SIGNAGE MUST COMPLY WITH CITY OF OCOEE LAND DEVELOPMENT CODE. 0 >_
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BEYOND THE LIMITS OF WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE
E WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. EARTHWORK GRADING DEMUCKING PROCEDURES TEST, INSPECTION AND CLOSEOUT REQUIREMENTS
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20. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON
(N COMPLETION OF WORK BY A A LICENSED LAND SURVEYOR CURRENTLY REGISTERED IN THE STATE OF FLORIDA. 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER AND APPLICABLE
0 1. A GEOTECHNICAL ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR PURPOSES OF STORM WATER DESIGN, OF MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
p 21. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUT MANHOLES, CATCH WHICH COPIES ARE AVAILABLE THROUGH THE OWNER OR THEIR SOIL TESTING COMPANY. A GEOTECHNICAL ENGINEER INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV)
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N a BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS SHALL BE RETAINED BY THE CONTRACTOR TO PROVIDE ON -SITE INSPECTIONS DURING EXCAVATION/FILL OPERATIONS AND OF THE PROPOSED GRAVITY SEWER LINE CONSTRUCTION. TV INSPECTION SHALL BE IN ACCORDANCE TO ORANGE COUNTY
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OR NOT. TESTING OF THE COMPACTED FILL SO THAT PROPER DOCUMENTATION OF THE REQUIRED COMPACTING CRITERIA CAN BE z
PROVIDED. THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY.
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ACCOMMODATION MANUAL. DISPOSED OF OFF -SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS IN TECHNICAL PROVISIONS.
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Lj NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY ENGINEER) SHALL BE FOLLOWED. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. FINAL GRADES SHOWN INCLUDE (F.A.C.), PURSAUNT TO CHAPTER 472, FLORIDA STATUTES (F.S.) SHALL BE REQUIRED.
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< OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CIVIL DESIGN PLAN SHEETS. ALL AS-BUILTS SHALL BE OVERLAID ON THE CIVIL DESIGN PLANS WITH THE DESIGN SHADED
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0 Q) 4. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED AND REPLACED WITH 5. THE UTILITY AS -BUILT SHALL INCLUDE ALL SANITARY SEWERS AND FORCE MAIN SYSTEMS, POTABLE AND RECLAIMED
D WATER MAIN SYSTEMS, METERS, VALVES, FORCE MAINS, GAS MAINS, AND IRRIGATION LINES (2-INCH AND LARGER).
SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE OWNER OR THEIR SOILS TESTING COMPANY. DELETERIOUS MATERIAL
1. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL. SEE DEMOLITION
C IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE CONTRACTOR TO PROVIDE ALL UTILITY CROSSING INFORMATION ON THE AS -BUILT. THE UTILITY AS-BUILTS SHALL IDENTIFY
a) PLAN FOR TREES TO BE REMOVED. TREES IN CLOSE PROXIMITY TO CONSTRUCTION SHALL BE PROTECTED BY WOOD
0>_ E FENCING PER DETAIL ON SHEET C2.1. BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE ALL WATER MAIN CROSSINGS WITH STORM AND SANITARY LINES INDICATING TOP OF PIPE AND INVERTS OF THE ABOVE
FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. CROSSING PIPE ALONG WITH CLEARANCE DIMENSIONS. THIS SHALL ALSO BE DONE FOR SANITARY/STORM CROSSINGS. ALL
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2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS AND RETENTION AND TEMPORARY SAMPLE POINT NUMBER (TSP#) LOCATIONS SHALL ALSO BE NOTED ON THE AS -BUILT. CONTRACTOR TO ALSO j
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, PROVIDE AN AS -BUILT ASSET TABLE IDENTIFYING SIZE OF PIPE OR FITTING AS WELL AS DEPTH TO TOP OF PIPE AND
DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED j 0
SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY
TO THEIR ORIGINAL CONDITION. NORTHING AND EASTING OF EACH FITTING/VALVE, ETC. AS -BUILT DRAWINGS SHALL PROVIDE GPS COORDINATES FOR
WHILE PIPE AND APPURTENANCES ARE BEING PLACED. SANITARY STRUCTURES. < LL_
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C 6. THE GRADING/DRAINAGE AS -BUILT SHALL INCLUDE ALL CONSTRUCTED IMPROVEMENTS THAT HAVE LOCATION AND/OR
BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. ELEVATION INFORMATION CALLED -OUT ON THE PLANS. THE AS -BUILT SHALL CLEARLY PROVIDE THE SAME INFORMATION uj
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0 a 2. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON
_0 U) THESE PLANS. IT WILL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFICIENT SOILS TESTING
C: 7. THE CONTRACTOR SHALL PROVIDE A SIGNED AND SEALED LETTER FROM THE INDEPENDENT TESTING AGENCY THAT STATES
3. CONTRACTOR SHALL CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, HAS BEEN PERFORMED PRIOR TO FINAL INSTALLATION OF IMPROVEMENTS. CONFORMANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS FOR COMPACTION TESTING. THE CONTRACTOR IS TO
WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR PROMPTLY NOTIFY THE OWNER AND ENGINEER OF RECORD WHEN ANY TESTING OR INSPECTIONS ARE DEFICIENT OR
OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 8. ANY UNSUITABLE ORGANIC SOIL SHALL BE EXCAVATED TO A MINIMUM MARGIN OF 6 FEET BEYOND ITS PERIPHERY IRREGULAR.
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PLAN "EXISTING TO REMAIN". 9. IF DETERMINED NECESSARY, DEWATERING DURING EXCAVATING/BACKFILLING OPERATIONS MAY BE ACCOMPLISHED BY 8.1. ONE (1) PDF COPY
0 DITCHING AND THE USE OF SUMP PUMPS AND/OR OTHER METHODS (WELL POINTS), AS NECESSARY. CONTRACTOR TO 8.2. CAD (.DWG) COPY DRAWN IN STATE PLANE COORDINATES
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6. CONTRACTOR SHALL REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE FREE OF UNSUITABLE OR DELETERIOUS MATERIAL. HOWEVER, THE FILL SHOULD NOT BE PLACED IN MORE THAN 6 INCHES
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7. CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE
REMOVED". 11. IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL EROSION
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0 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING (HORIZONTALLY AND VERTICALLY) ALL EXISTING
U) 1. ALL PAVING SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD
0 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS."
< UTILITIES PRIOR TO START OF CONSTRUCTION AND FOR NOTIFYING THE VARIOUS UTILITY COMPANIES TO MAKE THE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
'D NECESSARY ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY
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REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, 2. THE LATEST EDITION OF F.D.O.T. "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE, AND UTILITY
WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL OTHER UTILITIES WHICH INTERFERE WITH THE PROPOSED OPERATIONS ON THE STATE HIGHWAY SYSTEM" IS REFERRED TO FOR THE STRUCTURAL DESIGN OF DRAINAGE STRUCTURES 2. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE
NOTED.
CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR SHALL COOPERATE SPECIFIED IN THESE PLANS, AS REFERENCED BY STANDARD INDEX. ALL SPECIALTY DRAINAGE STRUCTURES REQUIRE
> WITH THEM DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES SHALL BE SEPARATE STRUCTURAL DESIGN, WHICH IS NOT INCLUDED IN THESE PLANS. STATION OFFSETS ARE TO THE CENTERLINE 3. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING
E INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. CONTRACTOR SHALL CALL "SUNSHINE OF THE STRUCTURE TOP (I.E. DITCH BOTTOM INLET OR CURB INLET TOP), AS OPPOSED TO THE STRUCTURE BASE.
ly ONE" AT 811 TO HAVE EXISTING UTILITIES LOCATED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. PAVEMENT.
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2. THE LOCATIONS OF ALL EXISTING UTILITIES, STORM DRAINAGE SYSTEMS, AND TOPOGRAPHIC FEATURES SHOWN ON THE ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS U)
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PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE PROVIDED FOR THE CONVENIENCE OF UNLESS OTHERWISE NOTED ON PLANS. CALLED FOR IN THESE PLANS. 0
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;C BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE 4. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES, WITH THE EXCEPTION OF MITERED 5. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO ui
.§ PLANS, THE CONTRACTOR SHALL HALT CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY. END AND FLARED END SECTIONS. LENGTHS OF PIPE SHOWN WHICH TERMINATE WITH MITERED END OR FLARED END THE SOILS ENGINEER FOR APPROVAL. ry
Q) SECTIONS ARE MEASURED TO THE DOWNSTREAM INVERT OF THE MITERED END OR FLARED END SECTION.
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3. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING
m 6. CONTRACTOR TO PROVIDE A 1/2" TO 1" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF
GAS, WATER, ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS, EITHER EXISTING OR PROPOSED SHALL BE TRAFFIC RATED FOR H-20
CONCRETE AND OTHER MATERIALS (STRUCTURES, OTHER POURED)
ADJACENT TO THE SITE. REMOVE OR CAP AS NECESSARY. LOADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXISTING DRAINAGE
STRUCTURES.
7. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. DESIGN STANDARDS.
4. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL "SUNSHINE 811" AT 811
OR 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS OF BURIED 6. CONSTRUCTION OF THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL DISTURBED AREAS STABILIZED . . . . . .
8. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS 6
0 UTILITIES. IN ACCORDANCE WITH THE PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF THE FOLLOWING: ISSUANCE OF THE z
U) WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL
U) FIRST CERTIFICATE OF OCCUPANCY; INITIATION OF INTENDED USE OF THE INFRASTRUCTURE; OR TRANSFER OF
< MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER REGARDING
0 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, RESPONSIBILITY FOR MAINTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE ENTITY.
1: TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS.
m THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SU B- CONTRACTORS, AS CALLED
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7 CITY OF OCOEE LAND DEVELOPMENT CODE. 9. THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER CONDITION THAN
EXISTING PRIOR TO START OF CONSTRUCTION.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS
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SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL 6
le CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY AND SHALL ROUTE DISCHARGE WATER IN SUCH A MANNER 10. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. u')
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9. CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTRIC UTILITY SUPPLIER REGARDING ANY NECESSARY
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APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND W
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a CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A DULY LICENSED PLUMBING
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AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORTION, REDUCTION, AND/OR REVISIONS, INFORMATION CONTAINED 1. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE REQUIRED PURSUANT WITH THE SOILS REPORT. UPON COMPLETION OF WORK THE SOILS ENGINEER WILL SUBMIT CERTIFICATIONS
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12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE :V
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2 SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THESE REQUIREMENTS, THE CONTRACTOR
13. ALL UNDERGROUND UTILITIES MUST BE IN -PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. SAFETY REGULATIONS.
WILL BEAR ALL COSTS OF SAID RETESTING.
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T SITE BY OTHER CON TRACTORS/SU BCON TRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING
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r1) PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED IN 1. THE INSTALLATION, SHAPE, AND SIZE OF ALL SIGNS AND THEIR LETTERING SHALL COMPLY WITH THE LATEST EDITIONS OF 0 �-- N U) >-
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18. THE CONTRACTOR SHALL RESTORE OFF -SITE CONSTRUCTION AREAS TO EQUAL AND/OR BETTER CONDITION THAN EXISTING OPERATIONS. BETWEEN THE PLANS AND THE ABOVE MENTIONED SPECIFICATIONS, THE MORE STRINGENT CRITERIA SHALL PREVAIL. U) 0 M 0
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BEYOND THE LIMITS OF WORK. A SPECIAL PERMIT WILL NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR THE DAMAGE
E WHICH MAY RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT. EARTHWORK GRADING DEMUCKING PROCEDURES TEST, INSPECTION AND CLOSEOUT REQUIREMENTS
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20. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON
(N COMPLETION OF WORK BY A A LICENSED LAND SURVEYOR CURRENTLY REGISTERED IN THE STATE OF FLORIDA. 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER AND APPLICABLE
0 1. A GEOTECHNICAL ENGINEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR PURPOSES OF STORM WATER DESIGN, OF MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
p 21. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN OUT MANHOLES, CATCH WHICH COPIES ARE AVAILABLE THROUGH THE OWNER OR THEIR SOIL TESTING COMPANY. A GEOTECHNICAL ENGINEER INSPECTION(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECTION (TV)
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N a BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS SHALL BE RETAINED BY THE CONTRACTOR TO PROVIDE ON -SITE INSPECTIONS DURING EXCAVATION/FILL OPERATIONS AND OF THE PROPOSED GRAVITY SEWER LINE CONSTRUCTION. TV INSPECTION SHALL BE IN ACCORDANCE TO ORANGE COUNTY
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OR NOT. TESTING OF THE COMPACTED FILL SO THAT PROPER DOCUMENTATION OF THE REQUIRED COMPACTING CRITERIA CAN BE z
PROVIDED. THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY/AGENCY.
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ACCOMMODATION MANUAL. DISPOSED OF OFF -SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS IN TECHNICAL PROVISIONS.
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Lj NOTES (AS DETERMINED BY THE ENGINEER OF RECORD OR THE CITY ENGINEER) SHALL BE FOLLOWED. 3. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. FINAL GRADES SHOWN INCLUDE (F.A.C.), PURSAUNT TO CHAPTER 472, FLORIDA STATUTES (F.S.) SHALL BE REQUIRED.
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0 Q) 4. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED AND REPLACED WITH 5. THE UTILITY AS -BUILT SHALL INCLUDE ALL SANITARY SEWERS AND FORCE MAIN SYSTEMS, POTABLE AND RECLAIMED
D WATER MAIN SYSTEMS, METERS, VALVES, FORCE MAINS, GAS MAINS, AND IRRIGATION LINES (2-INCH AND LARGER).
SUITABLE/COMPACTED SOILS, AS DIRECTED BY THE OWNER OR THEIR SOILS TESTING COMPANY. DELETERIOUS MATERIAL
1. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL. SEE DEMOLITION
C IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE CONTRACTOR TO PROVIDE ALL UTILITY CROSSING INFORMATION ON THE AS -BUILT. THE UTILITY AS-BUILTS SHALL IDENTIFY
a) PLAN FOR TREES TO BE REMOVED. TREES IN CLOSE PROXIMITY TO CONSTRUCTION SHALL BE PROTECTED BY WOOD
0>_ E FENCING PER DETAIL ON SHEET C2.1. BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE ALL WATER MAIN CROSSINGS WITH STORM AND SANITARY LINES INDICATING TOP OF PIPE AND INVERTS OF THE ABOVE
FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. CROSSING PIPE ALONG WITH CLEARANCE DIMENSIONS. THIS SHALL ALSO BE DONE FOR SANITARY/STORM CROSSINGS. ALL
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, PROVIDE AN AS -BUILT ASSET TABLE IDENTIFYING SIZE OF PIPE OR FITTING AS WELL AS DEPTH TO TOP OF PIPE AND
DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED j 0
SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY
TO THEIR ORIGINAL CONDITION. NORTHING AND EASTING OF EACH FITTING/VALVE, ETC. AS -BUILT DRAWINGS SHALL PROVIDE GPS COORDINATES FOR
WHILE PIPE AND APPURTENANCES ARE BEING PLACED. SANITARY STRUCTURES. < LL_
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BY THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE PLANS. ELEVATION INFORMATION CALLED -OUT ON THE PLANS. THE AS -BUILT SHALL CLEARLY PROVIDE THE SAME INFORMATION uj
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0 a 2. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. HEADWALL/ENDWALL FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON
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C: 7. THE CONTRACTOR SHALL PROVIDE A SIGNED AND SEALED LETTER FROM THE INDEPENDENT TESTING AGENCY THAT STATES
3. CONTRACTOR SHALL CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, HAS BEEN PERFORMED PRIOR TO FINAL INSTALLATION OF IMPROVEMENTS. CONFORMANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS FOR COMPACTION TESTING. THE CONTRACTOR IS TO
WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR PROMPTLY NOTIFY THE OWNER AND ENGINEER OF RECORD WHEN ANY TESTING OR INSPECTIONS ARE DEFICIENT OR
OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 8. ANY UNSUITABLE ORGANIC SOIL SHALL BE EXCAVATED TO A MINIMUM MARGIN OF 6 FEET BEYOND ITS PERIPHERY IRREGULAR.
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PLAN "EXISTING TO REMAIN". 9. IF DETERMINED NECESSARY, DEWATERING DURING EXCAVATING/BACKFILLING OPERATIONS MAY BE ACCOMPLISHED BY 8.1. ONE (1) PDF COPY
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7. CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE
REMOVED". 11. IN THE EVENT OF EXCESSIVE OFF -SITE TRACKING, THE CONTRACTOR WILL BE OBLIGATED TO INSTALL ADDITIONAL EROSION
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STORMWATER POLLUTION PREVENTION PLAN
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a) SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS ITEMS REQUIRING POLLUTION PREVENTION MAINTENANCE AND INSPECTION PRACTICES
p PROJECT NAME AND LOCATION BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE
EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND COMPLETED BY THE CONTRACTOR: U)
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VASANT SPORTS LLC THE FOLLOWING ARE NON -STORM WATER SOURCES THAT WILL BE ENCOUNTERED CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT.
CONTACT: STORM WATER WILL BE CONVEYED TO AN EXISTING DRY DETENTION POND VIA A AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO
PHONE: SYSTEM OF CATCH BASINS AND STORM WATER PIPES. THE STORM WATER POND DISCHARGE: -THE SILT FENCE SHALL BE INSPECTED AT A MINIMUM OF EVERY 7 DAYS AND
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-WATER FROM WATER LINE FLUSHING
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ULTIMATE RECEIVING LAKE OLYMPIA BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS CAPACITY AND AFTER CONSTRUCTION IS COMPLETE.
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CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH
*SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE W
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THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND FILED IN AN ORGANIZED MANNER AND RETAINED ON -SITE DURING C",
u 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONS/ACRE OF -ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE
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I LINE. ALL EXPOSED AREAS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE SODDED, OTHER PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES A�
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0 TO 2 PERCENT SLOPES EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE POLLUTION PREVENTION PLAN CERTIFICATION
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PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE 4
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FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN
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DEWATERING SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION 0 Ln 0 u
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DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS. SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE uj 0 N
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DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS REQUIRES
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OBTAIN RIGHT-OF-WAY APPROVAL, COPIES OF THE FDEP PERMIT NOI, LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING
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WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A
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KNOWN CONTAMINATION, AND A DEWATERING PLAN SHALL BE SUBMITTED TO METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE PETROLEUM PRODUCTS ON SITE.
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REQUESTED BY LAKE COUNTY ON A CASE -BY -CASE BASIS TO CONFIRM SITE IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN
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CONTAMINATION STATUS. UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A SIGNED: DATE: <
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(n BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. CHRISTOPHER LEPPERT, P.E.
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0 SEQUENCE OF MAJOR ACTIVITIES FLORIDA REGISTRATION NUMBER: 90200
EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE 0
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z Q) 1 . PROVIDE STABILIZED CONSTRUCTION ENTRANCE HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE
cN, :5 D
2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. 2i J
__j 3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING
_j ?l ry j Z
0 1: 4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN CONTRACTOR'S CERTIFICATION
[L 0 FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS
5. FINISH CLEARING AND GRUBBING SPILL CONTROL PRACTICES 0 0 ui
WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE
L'i -0
c 6. REMOVE AND STORE TOPSOIL I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH,
< PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE
c: 7. PROVIDE INITIAL GRADING AS REQUIRED PROCEDURES. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR >
:5 2 8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES w
9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED
Q) 10. INSTALL BASE TO ROAD AND PARKING AREA ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL THEREUNDER.
U) n
11. FINISH GRADING ENTIRE SITE -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES
U COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT
_4� c 12. CONSTRUCT FINAL PAVING LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. ABOUT CLEANUP PROCEDURES AND RESOURCES.
0 a) NAME AND TITLE,
E 13. REMOVE ACCUMULATED SEDIMENT
SIGNATURE AND DATE RESPONSIBILITY
__j 14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED OFF -SITE TRACKING -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON -SITE NEAR THE COMPANY / ADDRESS AND <
j
MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, TELEPHONE NUMBER
TIMING OF CONTROL MEASURES A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. j 0
U)
m __j
TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE < LL_
�0 CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM
THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE.
C) Q) 00
c A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE
- -0
CLEARING AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE COVERED WITH A TARPAULIN. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE w
0
ACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY.
REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS.
DUST & DEBRIS CONTROL
_0
U) -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF
c: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE
.2) THE SIZE OF THE SPILL.
U) CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY
THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE
0 -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO
DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED
0 AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL,
MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. w
CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD,
OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE
w LLJ
AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP Lij
APPROVED BY THE ENGINEER. COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE 0
u
DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE 0
Q) ''d
c RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND _L_
A�
w�l' �lq 0
CLEANUP PROCEDURES.
C)
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D
u SHEET NUMBER
0
1012 C2.0
Page 13 of 60
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Optional Post Positions
Post Options:
Wood 24 " Min/0
Wood 2" x 4"
Oak 14X 14
Steel 1.33 Lbs/Ft.
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C14
C14
12" minimum trench depth
SECTION
61 Max.
EXISTING GROUND
ELEVATION
rinciple Post Position
Canted 20' Toward Flow)
Iter Fabric
Filter Fabric (In
Conformance With
Sec. 985 FDOT Spec.)
TYPE III SILT FENCE
NTS
WETLAND
BUFFER OR LIMITS
OF GRADING AS
APPLICABLE
PRINCIPLE POST
JURISDICTIONAL
POSITION (CANTED
POST (OPTIONS 2"x2"x5 1/2' HIGH OR
LINE TOWARD FLOW)
20
3" MIN. DIA. WOOD, STEEL 1.33 LBS/FT. MIN.)
3 - 6' MAX.
2 O�*± (if reinforced silt fence
is used, then max 8')
OPTIONAL POST
POSTION
LLJ `7 `7 V V V `7 `7 V V V V V
JURISTICTIONAL FILTER 7 V V V V '7 V V V V '� 7 V V \7
0 Ln
AREA FABRIC :�i VVVVVVVVVV1VVV�
EX. GRADE 0 7VVVVVVVVV\f7VVV
V I V,
qE I V V V V V V V V V V 7 V V V
X - C
Lo 10
SILT FLOW 00 7 7 1 = 7 7 1 1 1 41 1 1- 1- 1-
1 4-,
U
ELEVATION
----- ------ ----- FILTER FABRIC
(IN CONFORMANCE
\,� - -- ----- ----- \� Z
----- ----- - WITH SEC. 985 FDOT
----- ----- -----
SPECIFICATIONS)
DOUBLE SILT FENCE
NTS
I NLET GRAT
FRAME TO HOL
FILTER BAG IN PLACE
LOOPS SIZED FOR
RECTANGULAR BAR 2"X1/4.
LIFT FILTER BAG FROM
INLET USING RECTANGULAR
BAR FOR HANDLES.
OVERFLOW HOLES
GEOTEXTILE BAG
1/4" BRIGHTLY COLORED
NYLON ROPE EXPANSION
RESTRAINT
LOOPS SIZED FOR 1"
REBAR. USE REBAR FOR
A HA
FIL
SEDIMI
ISOMETRIC VIEW
FINISH
G R A D-E\\
2"X2"X3/4" RUBBER
BLOCK (TYP)
D
1/4" BRIGHTLY
COLORED NYLON
ROPE EXPANSION
RESTRAINT
loll
A WRAPPED HOPE PIPE
MAINTAIN ACCESS TO
PLACED IN OPENING OF
THROAT
FOR INSPECTION
/_�ER
TREATED WATER
RUNOFF WATER
_CU INLET
4
�4
.4 -4
4 4
_--rXXXXXXX
I
i�'X/ X X X A X X X
CONCR TE GUTTER
A SECTION A -A
BURLAP BAG-
W/GRAVEL*
BURLAP BAG GRAVEL SHALL BE 2"-3" CLEAN STONE
WITH GRAVEL*
WRAPPED HDPE PIPE PLACED
IN OPENING OF THROAT
SOCK DRAIN INLET SEDIMENT FILTER.
NTS
NOTE: THE PERFORATED PIPE MUST EXTEND AT LEAST 1'
BEYOND THE CURB OPENING ON EACH SIDE AND BE ANCHORED
WITH GRAVEL BAGS, OR SIMILAR, ON EACH END. A SPACER
MUST BE PROVIDED FOR BETWEEN THE INLET OPENING AND
THE PIPE TO ALLOW FOR OVERFLOW, PREVENT FLOODING AND
TO PREVENT THE PIPE FROM FALLING INTO THE INLET.
SECURE RECTANGULAR BAR TO OR
UNDER SURROUNDING SURFACE.
SECTION VIEW
(FILTER SACK INSTALLED)
NOTES:
1. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS
TABLE.
2. PLACE AN OIL ABSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN.
3. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.
4. THE DEPTH, "ID", OF THE FILTER SACK SHALL BE BETWEEN 18 INCHES AND 36 INCHES.
5. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX.
MAINTENANCE NOTES:
1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN. REMOVE TRAPPED SEDIMENT
WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN.
2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH
COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY.
3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM
FLOODING.
4. CONTACT THE CEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BMPS, ADJACENT SLOPES,
ETC., DUE TO PONDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED.
5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.
LOW TO MODERATE FLOW GEOTEXTILE
FABRIC
SPECIFICATION TABLE
PROPERTIES
TEST
METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM
D-4632
300 LBS
GRAB TENSILE ELONGATION
ASTM
D-4632
20 %
PUNCTURE
ASTM
D-4833
120 LBS
MULLEN BURST
ASTM
D-3786
800 PSI
TRAPEZOID TEAR
ASTM
D-4533
120 LBS
UV RESISTANCE
ASTM
D-4355
80 %
APPARENT OPENING SIZE
ASTM
D-4751
40 US SIEVE
FLOW RATE
ASTM
D-4491
40 GAL/MIN/SQ FT
PERMITTIVITY
ASTM
D-4491
0.55 SEC -1
INI_ FT PROT-F--C-TION FII_____I__ER SACK
--------- - --- — — ------------------------ — ------ ---- - ---------- — ------------- — ----
N. T. S.
FOR USE ONLY IN PAVED AREAS WHERE SEDIMENT LOADS ARE
EXPECTED TO BE VERY LOW. FILTER SACK MUST HAVE
OVERFLOW HOLES TO PREVENT PONDING.
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES
TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20 %
PUNCTURE
ASTM D-4833
135 LBS
MULLEN BURST
ASTM D-3786
420 PSI
TRAPEZOID TEAR
ASTM D-4533
45 LBS
UV RESISTANCE
ASTM D-4355
90 %
APPARENT OPENING SIZE
ASTM D-4751
20 US SIEVE
FLOW RATE
ASTM D-4491
200 GAL/MIN/SQ FT
PERMITTIVITY
ASTM D-4491
15 SFC' -1
Approach Length
[07-
Q
Slope
Swale
Se dim an t Pit
_!�EP2�a h L er2th
I to
AsRequired
---------- L
4 Min, - Filder kAour.ic Type D-
n ex to 99
TRANSITION DETAIL
Construct Paved Turnout (Inder No 515).,
_q 1 1 1
May Be Deleted If Approved By The Engineer,
1 5'1
—1
j� ln
Drain Berm
------------ >
Synthetic Bales
Is Below The Inlet
Or
le,
The Duflet Elevation,
r Is Lower
SEC TION BB
RURAL CONNEC TIDN
DETAIL
GENERAL NOTES
T A Soil Trucking Prevention Device (STPD) sholibe constructed ot
locations designated by the engineer for points of egress from
unstatoliced areas of the project to public roads where off -site
tracking of mud could occur. Traffic from unstabitized areas of
the construction project shadbe directed thru a STPD, Barriers,
and direct vehicular egress across the STPD,
2� The Contractor may propose on alternative technique to moomde
off -site tracking of sediment, The alternative must be reviewed and
approved by the Engineer prior to its use.
3, Allmaterkas spilled, dropped, or tracked onto public roads (including
the STFD aggregate and construction mud) shollbe removed daily, or
more frequently if so directed by the Engineer,
4, Aggregates choose as described in Section 901 excluding 901-2,3,
Aggregates shollbe FDOT size #1. If this size is not available, the
next available smaller size aggregate may be substituted with the
approvalof the Engineer, Sizes containing excessive smakaggregote
will track off the project and are unsuitable.
5, The sediment pit should provide a retention volume of,3600 cubic,
feetlacre of surface area draining to the pit.
When the STPD is isolated frorn other drainage areas, the following
pit volumes willsotisfy this requirement:
15'x 50'=100 It, 3 30'x 50'=200 ft.'
As an option to the sediment pit, the width of the swate bottom can be
increased to obtain the volume. When the Sediment pit or swule volume
has been reduced to one half, it shollbe cleaned, When a swate is used,
synthetic bales or silt fence shodbe placed along the entire length,
6 The swale ditch draining the STPD sholihove a 0.02Y iveramum and
a LOY maximum grade along the SrPD and to the sediment pit.
7, Mitered end sections ore not required when the sidedrain pipe
satisfies the clear zone requirements.
8� The STPD sholibe maintained in a condition that willo#ow it to
perform its function. To prevent off -site tracking, the STPD shall
be rinsed (doily when in use) to move accumulated mud downward thru
the stone. Additional stabilization of the vehicular route leading to the
S TPD may be required to limit the mud tracked.
9, A STPD shailbe paid for under the contract unit price for Soil Tracking
Prevention Device, EA. The unit price shadconstitute fullcompensation
for construction, maintenance, replacement of materials, removal, and
restoration of the area utilized for the STPD; including but not limited
to excavation, grading, temporary pipe (including MES when required),
filter fabric, aggregate, paved turnout (including asphalt and base
construction), ditch stabilization, approach route stabilization, sediment
removolond disposal, water, rinsing and cleaning of the STPD and
cleaning ofpublic roads, grossing and sod, Synthetic Bate or Bole Type
Barrier shollbe paid for under the contract unit price for Synthetic
Bales, LF, Silt fence shollbe paid for under the contract unit price for
Staked Silt Fence, LF,
10, The nonchatsise of a standard STPD is 15'x 50'ummal otherwise
shown in the plans. If the volume of entering and existiog vehicles
warrant, a JO'width STPD moy be used if approved by the -Engineer,
When a double width (309 5TPD is used, the pay quantity shallbe 2
for each location.
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Page 14 of 60
CITY OF OCOEE RETENTION AREA
NOT PLATTED
STABILIZED CONSTRUCTION ENTRANCE.
SILT FENCE SEE DETAIL, SHEET C2.1.
(TYP. AT LIMITS OF (TYPICAL AT ALL CONSTRUCTION ACCESS POINTS. FND. 1/2 I.R.
CONTRACTOR TO DETERMINE EXACT LOCATION.) # 8121 (TYP)
\FND. 1/2 I.R. CONSTRUCTION) OPERTY
121 9.5' E 1.0' S N89*46'40"E 5.58' PROPERTY
WALL(TYR) -TREE48 LINE (TYP.) INE (TYP.)
qr. -s.
TREE 19 10" 0,1 TREE 49
'CAN&HO E7 TREE 32
16'- /77K 12" OAK 1TREE50
12" OAK
C'�RE 2 24" OAK." TREE35- TREOP4 TREE 51 TREE 51URWEAGIR
0 In TREE 18 % 1\ N\ .4-
T!E�E. 10" OAK E
12" OAK TRE r) A v
16" PH R TR 22 d. - " )-�y 1 20' A
I TREE 1 8,,( TREE 39 TREE 52
TREE 9 14" OAK TREE34 101, PINE 0, 851R
TREE 301,
0" OAK
TREE:
FLOODPLAIN 30" OAK
12" OAK 10" OAK
12" OAK -REE 2-1 1 NEE 3�& 8" OAK =j
-TREE 23 22" 0 TR
LEGEND TREE TREE 15" OAI 8" OAK FREE 53 7�
�IiEEWI 0 TREE 41
PER,O`.TEEcTy'O nA E12W IF TREE 38 18" OAK EE580 4
14" OAK
TYPE III SILT FENCE TREE TREE 44,
F T N) REE 6 OAK-'o 8" OAK 8" OAK in" r)AV 16" OAK TREE 59 AK
12" OAK I KEE
-SF
SF a8" CAMPHOR TREE 31 8'� CAMPHOR----o 8" OAK Y �AMPH6R�
TREE 5(d --- 15" OAK � 4
(SEE SHEET C2.1 FOR DETAIL) 10" OA�V TREE26 TREE30 TIZEE 60
8" OAK
TREE25 0 3 4�,�A V
TREE WAL�LYR) 18" OAK 18" OAK -go 8 " B L A C K CT� 'Rr-E:-E- 43 TREE42 18" OAK TRE AK
PROPERTY LINE .1 09 14" 01 TREE 87 -1 D9 1011
PROTECTION v- 8" OAK go 1A" OAK i TREE 86--- -9 TREE 67 (n
L, TREE 24 TREE29 TREE 88 EE 81
FENCE (TYP.) uo -- 12" OAK "OAK T EE 76 'PRPPERTY LINE
RIGHT-OF-WAY LINE FLOODEI*N FEE 0 0 TREE 95�LACK CHERR� M OAK K ' - I
18" OAK 8" OAK TREE 161 `v EE 71 6' AK
04 T TREE27 TREE162
R E 14" SPLIT OAK TREE 80
14" OAK TREE
1011 nAV TRE E u21
0
PROPERTY 10" OAK TREE163 14" OAK OAKI
TREL-66)AK TREE89� 6" BU10" CAMPHOR
p - 0
FT N
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1 R 19 im OAK TREE90i
SOIL TRACKING PREVENTION DEVICE LINE (TYP.) 0', OA! 0
0 12" OAK
TREE28 TREE 82
TREE165 TREE160 REE 9 "OAK TREE 01+ 'REE 75 TREE 74
4" OA�12 28" OAK I mr_r_ t I b" OAK )(24" OAK 00
(SEE SHEET C2.1 FOR DETAIL) 12" AK TREE 18712" CAMPHOP 12" OAK 1 7" BLACK CHERRY
TREE190 12" OAK TREE 166 TCAMPH
TREE164 (:5AK--:E 92 TREE 83 8'� CAMPHOR
12" K TREE 167 _ 1 1 *j
EXI TING EXFILTRATION UNDE TREE171 .1' nAV 14" OAK 6" OAK E9 41 OWTREE 119 TREE n76 TR 3
T 1 6 TREE185 V' OAK -�S� 14" OAK TREE 168 8"CAMPHOR 8" OAK
12' OAK TREE TREE115
A SEPARATE PERMIT TREE159 12" OAK 2" LIT CA PHOR
FLOOD P-6,41N 10" CAMPHOR TREE172 TREE170 14" OA 1'�RE�J54 0"" 11 1
E 183 K 12" OAK- 4 AK 6" OAK TREE 114
ELEV= UO .2 0" OAK TREE- 16-4 \K 12" CAMPHOR 10" OAK 1 KEE 168 8" 12" OAK
TREE TREE113 LOT 2
TRE 62 14" PINE �E124
TRE 174 10" OAK 4;;� m REE 123 T� V 11
n�AY5 8" OAT
TREE TO BE REMOVED 011 n A I� 24" OAK PRrjRERTY
8' AK 10" AK TREE176 TREE150 TREE 1561", 8"OAKJTREE118-,OAK 12" OAK LINE (TYP.)
TREE 18011u Y) nAV 22" OAK TREE 151 OAK 8" OAK
P ERTY 1Q��AK ?�REE 177 12" OAK TREE120
LIREP Typ I Nt:t: -152 TREE 1211PHOR
TREE1 1 011 n AV TREE 206 -TI -TREE 1
12" OAK
TRACT 'A' 1 TREE178 16 PHOR
10" BLACK CHERRY OAK 12 REE 146 3 TREE 157
6" OA11
TREE291 12" C REE 193,�qj- 2AII DIKIr r,\r-r- /-Vi 12" OAK < TRl 8" OAK TREE110
12" 1 ; TREE197 TREE 201 'OAK "OAK - E
8" 0 K "I TREE 09
qAK EElp2 A��, 12' TREE 144 16" OAK 6" OAK-- 7" OAK TR 07
-1 10" [TREIE
T�RE 1 14" PINE / I 't"� TREE143 8" OAK TREE147 TREE127 12" OAK 18"
T 7 AK 8" OA o 14" OAK 9 �p 18" OAK 'E' - TIRME 103
8" OAK El 128 0" OAK
P11 nAV R E 14U " r%EE 10 EXISTING WATER SERVICE
21, PIINZIP'+ m K 16'
T :E 254 E 196 1 TREE 4�� TREE 203 f-X 12" OAK 139 18" CAMPHOR REE 102
"I nAV 6" PI (>ej 6" OAK OAK9 LINE TO REMAIN
too 14" PINE TREE 207 6" OAK 12"!
F6" OAK' TREE 55 ZEE 249 TREn TREE 235" 1
TRr-L Z015111111 0 8" OA 1P 6" OAK fREE 142 6" OAK TREE 137 TREE104, (014�" OAK
"OAK �40 I , . TREE 13�� TREE 129
6'11OAK 12" OAK 9" OAK 10" OAK EXISTING 8"
-->(TREE 240
rlr_ z3z 8" OAK 011 n A Iz X I— TREE1 SANITARY SEWER
14 INE. TREE 244 X0 TREE"' 12" OAK TREE130 01
16" BLACK CHERRY 8" OAK 42" SPLI AK TO REMAIN
8" BLACK CHERRY M 11 Ntt 2,Jb TREE 1 Ill T*E 234 8" OAK
10" OAK T
1 2 OAK 6"OAK 10"OAK
co 241 @ - E 228 8" BLACK CHERRY 1 M HO
t 2 BLACI " I" �' 6" BLACK CH Y- " C" ACK CHERRY T TREE 4
0) 6" 0, A V 5 TREE 238 TRE I rlltrz I'll)
TREE 256 TRE 58 18' 12" OAK REE 132
- 242
6" TREE 239 TREE 237 �,234 �64 7" OAK 12" nA
TREPA7' jREE 259 ,-TREE 24718" OAK 8" OAK 22" OAK ... 8"' --_ T 0A.",
01*Q A V OAK I -TREE 229 TREE 131 11 1 ""'
E 12" OAK 20" OAK 'E"200
TR%260 OTECTION 25 6" BLACK CHERRY 8" OAK
NCE (TYP.) TREE 274 1 Ur -r //4 TREE 223
TR 261' TRIE 264 0 8" OAKO TREE 275 TREE 233 12" I(= 1%1112�rOAK 12" OAK
'REE 217
1 AK '7 2 "OAK TREE 265 14" PINE 14" OAK 1 11
TREE 263 R 30 TREW8
12" OAK 12" OAK R 10 "0 _08 OAK 4'
I A ,A�j 8 AJ��NTREE219 TREE214
6" OAK TREE 2b2 TREE 266 TREE 2 !'1-3-
14" OAK 18" OAK 11
12" OAK 10" OAK OAK �P!RbP
TIT TREE Z& TREE 2 3 --TREE 2 TREE308 �,LINE Y Y EXISTING SANITARY
10"0 MANHOLE TO REMAIN
�70 TREE 278 W 395.23' 8:' K22 307
6 0 F 5 1
I ' MATTHEW PARIS BLVD.
WALL (TYP) TREE 305 216% T EE 31�
22" OA i
FLOOD IN TREE 271 TREE 283 8" OA� -
T EE 69 6" CAMPHOR 6" OAK ' -24 OAK
TREE 2tb DAK
'TVEE 284 TREE 3 6 .4
TREE 2 (TREE 378 EE 27 24" 1
0 10" OAK 18" OAK
6" (J�sK 6" BLACK CHERRY 20" OA 24" OAK 8" 0 10" OAK OAK
REE 384 TREE 3120 *EE 313
C-) TREE 2 TREE 285
TREE 385 JN TREE2 TR 300 2
h fiDUnD Ill lk It A 6" nAll r-1AV 6" OAK u) OAK
7" 0 K In 14" PIN 8
co CO REE 386 TREE 377 TREE 370 TREE28 TREE 287 TREE 302 TR 11' C HOR T 4,417
,06 Co FJODPIIN :371 TREB34
00 TYE 387 >< K HERRY 14" T E 3
F" r- r- 0 1 zi 114 OAK 8" OA
04 C C 12" OAK ZEE 286M TREE 293 MTREE 12"OAK 12' 8" OAK
q�-O� 1 16" PINE -Wl TREE 299 T EE 311 TREE 318
CV 114" OAK 6" OAK CAMPHr"
TREE 376 0
�TREE 36-6 -TREE 366 EE 289N 10" OAK TREE 34�j
REE 38 "OA 811 nA- LA ... .... ��14" OAK TREE 319
LLJ 12 K 0" OAK
It TR E 381 >< 8"T nAv 1 TREE 372 14" PINE K
LO Lu 1- 8" OAK TREE 320 mr-r-
PREE TREE 375 TREE 292 8" OA
WEE 88 12" OAV ROTECTION 16" PINE
LI FENCE (TYP.) TREE 368 TREE367l,OAK REE 298 12" OAK
U) -Pl 2" AK TRVE 389 cn REE 382 8" OAK TREE 373 PUT OAK 014"PINE 291 TREE 295 8" OAK
Lo N111,11111111 121 OAK 12" CAMPHO TRE 0
0" SPLIT OAK 12" PINE 10" OAK E 297 TR] EXISTING WATER SERVICE
I Ntt 290 1
TREJ.TI.N tE 3 -TREE 405 TREE 374 14" PINE 14" K LINE TO REMAIN
DRO TREE 363 18" OAK
0jK
FEN (TYP.) TR 4 2 18"' K 8" OAK 14" OAK OAK
TRE r-L 404 TRL - ov/ TREE 364 TREE 344
- 11 E FkIEL 12H2tE U0 TR SPLIT OAK 8"FOAK-0 14" CAMP 0
PROPERTY LINE 0 1— ) I ----- *- , 1 l *OW� 10 65'*'7 6" OAK TREE 331 TREE 330 )4
FTPc: 10" AK 8" 399 TREE 3
6" OAK TREE 5j�BL, TREE 3321RY 8" CAMPHOR K 34�
TRE TIRE
1 TR6E 3 9� 12" OAK TREE 406 TREE 360 &fE, K 1 0"OAK 0 K
J7.ACTREE338 F�EE336'111 110 6" 0 1
21 -TREE 398 12" OAK 1 A rA "OA TREE 328 010,10
14" OAK T4'E 36V1 TREE 359 18"' OAK TIRE
TREE 339 8" OAK
"OAK W-XTREE 407 014"PINE -TREE 355nAV 0 TREE 334 TR 0 K
TREE TREE 408 OAK 8" OAK 340 10" OAK 33 TREE 506# 0 8" K
TREE 358 1 mr-r- o54 K
"OAK 12" SPLIT OAK, 8" OA, 18" OAK TREE 32
RT OA 9& 0 EE 352 EE 52'1'
6 T TREE 409 TREE �3ob EE 341 OR�PER
4A
T E OTR
EE 533 IN �(TYPI)
01, PINE C TREE 335 TREE 50
12" OAK EE4 I Ll
0" OAK -'RI ACK
14" OAK �fRl�E 520 2" BLACK CHERRY 32" OAK
nAV
1 'OAK 12� -aE 3 to
E 412'� 8" OAK TREE 442 TR
TREE 411 14" PINE T 10" F
TP 1717 A4n REE 443 6" OAK TREE 519: TREE 504
`- 7" r -9 1 rlr-r- 0o 13" CK TREE 532 6" OAK E- 6" OAK TREE 507
12" OAK TREE 441 DI Ary EXISTING 8"
6" OAK 8" OA 8" OAK In-' fl A
TREE TRP-+- 4 11h 14' TREE 444 6" OAK TR 30" OAK -SANITARY SEWER
14" OAK I v RIPHOR T 2
7" OAK E (S6 10" OAK -TREE 508 10110/ TO REMAIN
PROTECTION 12" OA I ��v I ! I " kK
14" OAK
FENCE (TYP.) TREA4 38 20" 0 RE REE 523 mr_r_ 0 14
TREFp,41 E 350 16" PINE
A 1p" TREE 542 10" OAK.
13 TRE AK MOT,
410 TREE 524
TREE K in,, oAv -\K
TREE43 TREE 10" OAK TREE 5, TREE 525 TREE
-T W
DOUBLE ROW OF SILT FENCE TR 19 8" OAK 522 8" OAK FREE 509
16" OAK ^A r) A- '\CK CHERRY 12" PINE 6" BLACK CHPPPVPO 8"OAK 0
ill, 0 LOT I
K 14 6 OAK16
ALONG UPLAND BUFFER TREE 445 "OAK TREE 537
EE 437 1 &E 526 TREE 511' Tf �r=E 495 1
�14" PINE ;LACK HERRY -RE
"AK 1 OAK
TREE 11 -A 1 18" OAK �EE 494
2" OAK
TREE4 PROTECTIO TREE'4i3 1 &7 -RE& OA" nAK-",, 1 9
k FENCE (TYP.) r_r_ 1+150 T�EE 606 TREE 611
t 101,
0 4�� 14" 0 528V a A41 TREE 613
10 - MAGI
T E 421 0" OAK OAK �AK 5 T ME 6" OAK '�OLIA j TREE 497 W OAK
TR OAK T[�'Ei ��) 8" CAMPHOR KX 20" OAK TREE 493 1
E4 1 i . .. . ....
EE 424 REE4 1 AK 1'�NU605 6" OAKX CXMPH
E4 TREE 448 TREE 539 TREE 614 8"
(�K TR-EE 15ft7 1 REE W) -13" CTAK �' 6" r"l19wnR-- 10" OAK 'REE iL
k E4-4-6\, 18-,E)AK AREE -TRFF 656
V TREE 450 TR! REE 659 TREE 490
14 92 PHC R
12" OAK .4
8" OA T TREE 453 K in,,r)AK 6" OAK 20" SPLIT EXISTIN
14" PINE
O'-�REE 4 TREE 61 j r\r-r- E15 AP
8" OAK TREE 603 r)AV 6" OAK 3 LINE TO REMAIN
N' 6"
T TREE 47 6" 6AK
8110 0110 4 10" OAK _J7 HOR 486*
TRACT 'A' 444�\ -
FLOOD PLAIN 11 TR�� �6�" rII r)Aw G WATER SERVICE
TREE45
TREE 617TREE 660 TREE 6E � 14" OAK
ELEV= 1OCTREE 12" OAK m - T i8l 12" OAK
5 TREE 545, TREE 604 6,
112" OAK 12" PINE 8" BLAC 6'OAK TRE 487 V\ EXISTING FH TO BE RELOCATED
2 IPE
P' 14" OAK T&
14" PI TREE 427 1 12" OAK TREE 668 'C511 REE 651, IT PE
0
k-4q" OAK 432 TREE 601 18" OAK T �6 Y
TREE 45 12" OAK
SPLI 0,-f - Al' nAV (�iREE 463 18" 14" OAK -:488 'TREE 4 STABILIZED CONSTRUCTION ENTRANCE.
'PAK
TF 16" PINE
11 A46 REE 455 1 1 6" OAK TREE 661 TREE 652'OAK
-_TREE TREE 462' 1, v,8 'tR
1,r," OAK 1mr " A
101, TREE 11 11 OAK SEE DETAIL, SHEET C2.1.
TREE 456 16" PIN TION ACCESS POINTS.
TREE 569 1 12" OA TREE TYPICAL AT ALL CONSTRUIC
FL( TRE 12" OAK Y-X- *k 12" L p OR
OA 0/ TREE 600 6" BLACK CHERR 12" OAK -E 649
TREE 569 TV1,Lo:'F'- +�11 16., PINF= TREE 64t 662
:4) PINIF 12" OAK 10" OAK TREE 598 TREE 6 8" CA 12" QA 24" OAK CONTRACTOR TO DETERMINE EXACT LOCATION.)
EE 0 10" OAK TREE 602 8" OAK" 6" OAK TREE 483
WAI-QTYR) 1 " K 54 l TREE 622 �-TEI" OAK
TREE571-REE 60T \ -
REE 5'��77 _j &E*1 0" OAK 040
PROPERTY co -A" &7PI 96 Tm TO 64ft EXISTING 8"
TREE57 K-- C�
6" OAK 6" OAK TFL
LINE (TYP.) PROPERTY :;�T EE 568 TREE 625 10" OAK 4 Z SANITARY SEWER
LINE TYR) �0 "OAK T 572 �"qAK TREE 549 6" BLACK C.1 I A -11 TREE 644 TR
TO REMAIN
9" W
-TREE 623 6" BL ",rZRY
8" O�K TREE TREE 593 OM16" Pn TREF P')Q 6" CAMPHO
in. 10 AK E54�10"O 6"OAK ,, , TREE 640
TR OAK ?Qlr
TREE*�7 , 7"
�CTREE 8" OAK TREE 663
TREE5 Q9 1�
TREE 575 714
mr-r-5 , 1
9k6 00 555 0" OAK TREE 576 10" OAK 38 TREE 641 -
8" OA-j� 12" OAK TREE 5626" PINE REE 550 , nAV 16" OAK TREE 595 'Av' 24" OAK iri
10" OAK OREE 6�jo - " -- I\ '- " 'c
44,
01 t2l.,,-�,'. `�-, , \, ,
TR4k6- 8" OA 9' ';�EE 6 )AK \1
E 626
10"OAK RE`E,,�96`?�� 18" OA 16" PINE )8 24" OAK TREE 642
1 16"PIP
3, vv
t4 3" OAK A4 TREE 577 TREE 627 TREE 636 12"
AV z mr-c. +69
32" OAK I RLj '0 1
TREE 582
10 AK \--TREE 670 -EE 474 1
'OAK 8" OAK -E�,64
12" Ma �E i" TREE66�12"OAK MPHOR
FLOODPLAIN TREE 557 OAK 1 TREE 580 586 101, CAMPH L.4FT AK
611 OAK -E- 333 i OAK-` 8" OAK AK 6" 0 K �, I -, -, u
R E 64 14" 0 T18"OAK �()Av ()o 7P" E 46
TREE558 10"C TREE 5 T 8 REE 667
14, O?W- TREE 468
12"' K In" nAV 8" BLACK CHERRY Y% L
8" BLACK.LHERR F��O I
mmg= apQ
79 12" OAK 8" OAK 14" OAK"\ 12" OAK TREE 472
TREE5 TREE--- -12"OA 8" PtItt FENCENE' PROPEITY
I TRL:r- u,),) ,,LL 473
12" OAK WALL(TYP.) 11� LINE (TYP.) 22" OAK �N D. 14� OAKR.
10" OAK 101, OA 11 AT LIMITS 161OAK
# 8121 0.08' E (TYP)
CONSTRUCTION)
N89*48'28"E 355.92#
E �5.!
6
18"OA T�
8
Tj
6.
TF
18
PRIVATE
RETENTION LAKE LOTTA GROVES
EASEMENT
1u, I p p F�-, p r-
a MM �M!
1 .1 ; I
Cmmm � =m�
NOTES:
1. ALL AFFECTED SIDEWALKS, RAMPS AND CROSSWALKS, WILL
BE BUILT AND INSPECTED TO MEET CURRENT ADA
REQUIREMENTS.
2. SILT FENCE LOCATION ON PLAN IS SHOWN FOR CLARITY
PURPOSES ONLY. SILT FENCE SHOULD BE PLACED ON
PROPERTY LINE.
3. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH
A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE
PROJECT TO ANY STORMWATER COLLECTION FACILITY.
4. SEE TREE MITIGATION PLAN FOR ADDITIONAL TREE
REMOVAL DETAILS.
u- (0
Z
0 < 0
-Z
LIJ -i z
cj�
0
C)
0 w
vi
(f)
< W W
1- 0) cj�
0 :; 00
z iz- 7->
< 0 0
z W :s
cj� D
0 z 6j z
ui Z X
0 0
T 1:
LLJ w a-
-i
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Lo 0�
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CD
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C14
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SHEET NUMBER
C3.0
LL1
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Page 15 of 60
6
C
I
�0
z
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0
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T
0
u
0
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0
Z)
SO
D
C)
U)
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0
0
0
c)
0
0
�L
RETAINING WALL
(BY SEPARATE PERMIT)
.01
r
58.
Im
im
LCOURTS
milm
m
m
milmm
m m
mlim�
INDOOR
COURTS
Cl-rC MA-rA-
BUILDING AREA:
EXISTING ZONING:
FUTURELAND USE:
PROPOSED USE:
MAXIMUM ALLOWED BUILDING HEIGHT'
PICKLEBALL COURTS:
CHAMPIONSHIP COURT*
RESTAURANT*
FAR:
IMPERVIOUS AREA:
IMPERVIOUS PERCENTAGE:
6.08 AC (264,668 SF)
108,189 SF
C-2
COMMERCIAL
PICKLEBALL FACILITY
45'
25 INDOOR COURTS
1 OUTDOOR COURT
1,950 SF
0.41
4.27 AC (184,800 SF)
70.2%
PROVIDED PARKING:
STANDARD SPACES: 168 SPACES
ADA SPACES: 4 SPACES
TOTAL SPACES PROVIDED: 172 SPACES
GRAPHIC SCALE IN FEET
0 15 30 60
1 1 1 1
USE
NO./AREA (SF)
REQ. PARKING RATIO
REQ. PARKING
PICKLEBALL COURTS
25
4
PER
COURT
100
OFFICE
600
1
PER
300 SF
2
RESTAURANT
156
1
PER
4 SEATS
39
RETAIL
350
1
PER
200 SF
2
CONFERENCE
8,570
1
PER
300 SF
29
TOTAL
172
(.0
CD
cy)
0 c 0
Z= z
rv,
0
6 ;: F-
C) C/)
U) (0 (D
< aufj
z co t,-
z ui 25- 0
()f D — 0
0= Uzi Uzi 0§
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MATTHEW PARIS BLVD. 1c, VI; ## " "
ppl4i *':%
vt <
a I Is 1`0 0
z -j
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< -) w w
0 z
w z.D
< Fn < w
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Page 16 of 60
:10SITIVE DRAINAGE FLOW PATTERNS ARE TO BE MAINTAINED AT ALL
:'HASES OF THE PROJECT. NO ADVERSE IMPACTS OR PONDING CAN
DCCUR TO ADJACENT PROPERTIES OR TO CITY OF OCOEE ROW
9
LLl
I
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0
cn
z
0 1
C-) t
x
Q)
0
Q)
0
0
0
0
0
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--J
Lc)
0
<
Q
c� 1 1.
Z
z
L601 i
4
u (
011
0
u
0
(D
0
U
0
a
0
0000' OF END OF WAL
4-000,— 104.40—\
6a— Al
TT
116.1
INDOOR
COURTS
MATCH PLAN SHEET
f
LEGEND
-120—
j-93.50
94.00
J-93.50
GRAPHIC SCALE IN FEETI
0 10 20 41
EXISTING SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SURFACE ELEVATION
PROPOSED TOP OF CURB/PAVEMENT ELEVATION
PROPOSED STORM PIPE
PROPOSED STORM INLET
PROPOSED STORM MANHOLE
PROPOSED ASPHALT PAVEMENT
SEE SECTION, SHEET C6.0
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
GI
D-1
RIM:
118.25
INV
OUT: 107.45
GI
D-2
RIM:
118.00
INV
OUT: 113.50
GI
D-3
RIM:
118.00
INV
OUT: 112.00
GI
D-4
RIM:
118.50
INV
OUT: 114.00
MH
MH-1
RIM:
122.76
INV
IN: 107.00
SECTION A —A, SHEET C5.1
MATTHEW PARIS BLVD.
6
z
c:
Lm 1-1i 11:01
0
z
0 <z 6
LU _j z
cr,
0
0
6
(0
U)
< W W
m cj�
0 co
z zr) i::- 7->
< - 0 0
Z w :s
0 z �j z
w Z X
> 0 0
3: 3�
-1 0 >_
z _ujl
<
Lo 0�
C'4 0
E @c>
C>
04
he
z
(D <
z j
m
LLJ
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(D Z
(D <
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z
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0 0
0
0 LL
0
SHEET NUMBER
C5.0
Page 17 of 60
6
C
POSITIVE DRAINAGE FLOW PATTERNS ARE TO BE MAINTAINED AT ALL
PHASES OF THE PROJECT. NO ADVERSE IMPACTS OR PONDING CAN
OCCUR TO ADJACENT PROPERTIES OR TO OSCEOLA COUNTY'S ROW
0
ALL LOWEST FINISH FLOOR ELEVATIONS SHALL BE A
MINIMUM 24" ABOVE THE ADJACENT ROAD CROWN
0
0
;c
Q)
.c
0
U)
U)
0
7
Q)
SECTION A -A
4 A 92
1 -ru
144
ui
z
ui
u-
u-
ui
z
148
144
140
?7-
140
136
ui
0
0
-i
z
w
ui
CL
132
0-
0
9�
a-
(L
132
128
EL
Z)
BUILDING
PARKING
128
124
0
0
LO
K
120
g 1� :I� 1�� X,
120
116
7-7 e
CUT AREA
116
112
108
..........
PROPOSED GRADE
112
EXISTING GRADE
104
FILL ... ... . .... .
-AREA
104
100
co
C-�
0
04
04
>
1+00
0
0
102.00
c:
n Cc: fl 174 r'R
'- 3 '% I
x
5 FFE 119.00
0 113. 5
E
Q) :3
0
U)
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(D
0
c
c
`00D PLAIN
MEV- 100.2
Z Q) V
< W
0
2
<
104.00
U)
Q)
11 .8
Z
<
0
< Q)
]�' -0
c 103.00
Q)
11 .6
< 2
Q)
U)
C)
D c 0
0
A
.0 103.00
U)
1"114 �17
U)
(D
0 m
0
-c
Q)
c
0
j
E
u
D
0
0 c
INDOOR
COURTI
2+00 3+00
MATCH PLAN SHEET C5.0
Es
4+00
119.62 118.6
-119 20
120.43
4/
119.93
11. ni
r
F 4
i;N
119
119.
KITCHEN 119.3 �.21 123
FFE =1�119.00 119.3
118.71 OF'
L
----------- 0 te
IF- ill Al 8 3
-------------- - ------ ------
- - ------- 11 .91
119.02 .119.34
APPROXIMATE LOCATION
OF END OF WALL
N89048'28"E 355.92'
PR�VATE
RETENT�ON
EASEMENT
118.00 117. 5
117.50
1823
c: -j
U- (0
C)
Z
z
0 < 0
z
NOhTH >-
< 0
C)
LL'
< W W
0) cj�
C) Z) 00
GRAPHIC SCALE IN FEET z U) i::- 7->
< 00
0 10 20 4 0 Z w :s
CE D
0 z �j z
= w Z X
30: 03�
uj w a- >-
-1 0
z -UJJ
<
Lo 0�
C'4 0
E @
CD
C>
C14
EXISTING SPOT ELEVATION
EXISTING CONTOUR
-120- PROPOSED CONTOUR
j-93.50
PROPOSED
SURFACE ELEVATION
94.00
-r9,3.50
PROPOSED
TOP OF CURB/PAVEMENT ELEVATION
PROPOSED
STORM PIPE
[3
PROPOSED
STORM INLET
PROPOSED
STORM MANHOLE
PROPOSED
ASPHALT PAVEMENT
SEE SECTION, SHEET C6.0
LOT I
STRUCTURE TABLE
STRUCTURE NAME:
DETAILS:
GI
D-1
RIM:
118.25
INV
OUT.- 107.45
GI
D-2
RIM:
118.00
INV
OUT.- 113.50
GI
D-3
RIM:
118.00
INV
OUT.- 112.00
GI
D-4
RIM:
118.50
INV
OUT.- 114.00
MH
MH-1
RIM:
122.76
INV
IN: 107.00
U)
z
0
U)
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6
z
.j
Q
.j
CL�
0
-j
LL-
LLI
LLI
LLI
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0
L)
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0
0
SHEET NUMBER
C5.1
Page 18 of 60
6
C
I
I
a
LD
0
00
I Ni
0
11
ml
FLOOD PLAIN
ELEV= 100.2
m
INDOOR
COURTS
mmilm
INDOOR
COURTS
INDOOR
COURTS
EXISTING SEWER
MANHOLE
EXISTING 8"
GRAVITY SEWER
NOTES:
1. THE SIZE, LOCATION AND POINTS OF CONNECTION FOR WATER, WASTEWATER AND RECLAIMED
WATER MAINS SHALL BE FINALIZED AT TIME OF CONSTRUCTION PLAN REVIEW.
2. ALL PROPOSED POLES (SIGN, TRAFFIC, LIGHT) AND PERMANENT STRUCTURES SHALL MAINTAIN A
MINIMUM 10 FT HORIZONTAL SEPARATION FROM TWA MAINTAINED UTILITIES.
3. WATER SERVICES 2" AND SMALLER SHOULD HAVE A DOUBLE STRAP TAPPING SADDLE, CORP
STOP, AND BLUE POLYETHYLENE TUBING.
4. PRIOR TO FIRE LINE INSTALLATION, THE FLORIDA LICENSED CONTRACTOR SHALL SUBMIT LAYOUT
DESIGN DRAWINGS TO THE OFFICE OF THE FIRE MARSHAL. IF REQUIRED BY FLORIDA STATUE
553.79, DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL
ENGINEER. THE DRAWINGS MUST SHOW ALL UNDERGROUND FIRE LINES AND COMPONENTS
STARTING FROM THE POINT OF SERVICE AS DEFINED UNDER FLORIDA STATUE 633.102. THE
DESIGN SHALL BE IN ACCORDANCE TO THE CURRENT FLORIDA FIRE PREVENTION CODE AND ALL
ADOPTED NFPA CODES AND STANDARDS.
5. ALL VALVES SHALL BE BROUGHT TO GRADE AND INCORPORATED INTO THE ROADWAY WHERE
POSSIBLE, VALVES LOCATED ALONG THE EDGE OF PAVEMENT SHALL BE SURROUNDED BY A 3'
SQUARE VALVE PAD NTH A MINIMUM 12" THICKNESS, REINFORCED NTH REBAR.
6. ANY EXISTING ARV'S SHALL BE RELOCATED AS FAR FROM LANE OF TRAVEL AS POSSIBLE.
7. ALL PROPOSED POLES (SIGN, TRAFFIC, LIGHT) AND PERMANENT STRUCTURES SHALL MAINTAIN A
MINIMUM 10 FT HORIZONTAL SEPARATION FROM TOHO MAINTAINED UTILITIES.
8. ALL PROPOSED LANDSCAPING SHALL MAINTAIN 5 FT HORIZONTAL SEPARATION FROM THE ROOT
BALL OF TREES TO TOHO MAINTAINED UTILITIES.
U)
z
0
U)
Lu
ry
6
z
U- C.0
LEGEND z LO
EAs'nNG WATER MAIN - z
EASTING OVERHEAD ELECTRIC LINE 0 ow < 0
LIJ _j z
E)0s'nNG SANITARY LINE F- O� >-
00STING SANITARY MANHOLE < 0
E)OSTING STORM INLET 0 -
E)OSTING FIRE HYDRANT 0
—W — PROPOSED WATER LINE
< LU oo LIJ
F — PROPOSED FIRE LINE t 0)
PROPOSED FIRE HYDRANT 0 5
PROPOSED F.D.C. z (/) r-- 73
—S — PROPOSED SANITARY LINE z LLi -'t 0.)
(1) PROPOSED SANITARY MANHOLE ::)
PROPOSED STORM PIPE 0 z 6i z
Z X
a PROPOSED STORM INLET 0 0
0 PROPOSED STORM MANHOLE 3: 3�
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INDOOR
COURTS
mmilm
INDOOR
COURTS
INDOOR
COURTS
EXISTING SEWER
MANHOLE
EXISTING 8"
GRAVITY SEWER
NOTES:
1. THE SIZE, LOCATION AND POINTS OF CONNECTION FOR WATER, WASTEWATER AND RECLAIMED
WATER MAINS SHALL BE FINALIZED AT TIME OF CONSTRUCTION PLAN REVIEW.
2. ALL PROPOSED POLES (SIGN, TRAFFIC, LIGHT) AND PERMANENT STRUCTURES SHALL MAINTAIN A
MINIMUM 10 FT HORIZONTAL SEPARATION FROM TWA MAINTAINED UTILITIES.
3. WATER SERVICES 2" AND SMALLER SHOULD HAVE A DOUBLE STRAP TAPPING SADDLE, CORP
STOP, AND BLUE POLYETHYLENE TUBING.
4. PRIOR TO FIRE LINE INSTALLATION, THE FLORIDA LICENSED CONTRACTOR SHALL SUBMIT LAYOUT
DESIGN DRAWINGS TO THE OFFICE OF THE FIRE MARSHAL. IF REQUIRED BY FLORIDA STATUE
553.79, DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL
ENGINEER. THE DRAWINGS MUST SHOW ALL UNDERGROUND FIRE LINES AND COMPONENTS
STARTING FROM THE POINT OF SERVICE AS DEFINED UNDER FLORIDA STATUE 633.102. THE
DESIGN SHALL BE IN ACCORDANCE TO THE CURRENT FLORIDA FIRE PREVENTION CODE AND ALL
ADOPTED NFPA CODES AND STANDARDS.
5. ALL VALVES SHALL BE BROUGHT TO GRADE AND INCORPORATED INTO THE ROADWAY WHERE
POSSIBLE, VALVES LOCATED ALONG THE EDGE OF PAVEMENT SHALL BE SURROUNDED BY A 3'
SQUARE VALVE PAD NTH A MINIMUM 12" THICKNESS, REINFORCED NTH REBAR.
6. ANY EXISTING ARV'S SHALL BE RELOCATED AS FAR FROM LANE OF TRAVEL AS POSSIBLE.
7. ALL PROPOSED POLES (SIGN, TRAFFIC, LIGHT) AND PERMANENT STRUCTURES SHALL MAINTAIN A
MINIMUM 10 FT HORIZONTAL SEPARATION FROM TOHO MAINTAINED UTILITIES.
8. ALL PROPOSED LANDSCAPING SHALL MAINTAIN 5 FT HORIZONTAL SEPARATION FROM THE ROOT
BALL OF TREES TO TOHO MAINTAINED UTILITIES.
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E)OSTING FIRE HYDRANT 0
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PROPOSED F.D.C. z (/) r-- 73
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PROPOSED STORM PIPE 0 z 6i z
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INDOOR
COURTS
INDOOR
COURTS
EXISTING SEWER
MANHOLE
EXISTING 8"
GRAVITY SEWER
NOTES:
1. THE SIZE, LOCATION AND POINTS OF CONNECTION FOR WATER, WASTEWATER AND RECLAIMED
WATER MAINS SHALL BE FINALIZED AT TIME OF CONSTRUCTION PLAN REVIEW.
2. ALL PROPOSED POLES (SIGN, TRAFFIC, LIGHT) AND PERMANENT STRUCTURES SHALL MAINTAIN A
MINIMUM 10 FT HORIZONTAL SEPARATION FROM TWA MAINTAINED UTILITIES.
3. WATER SERVICES 2" AND SMALLER SHOULD HAVE A DOUBLE STRAP TAPPING SADDLE, CORP
STOP, AND BLUE POLYETHYLENE TUBING.
4. PRIOR TO FIRE LINE INSTALLATION, THE FLORIDA LICENSED CONTRACTOR SHALL SUBMIT LAYOUT
DESIGN DRAWINGS TO THE OFFICE OF THE FIRE MARSHAL. IF REQUIRED BY FLORIDA STATUE
553.79, DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL
ENGINEER. THE DRAWINGS MUST SHOW ALL UNDERGROUND FIRE LINES AND COMPONENTS
STARTING FROM THE POINT OF SERVICE AS DEFINED UNDER FLORIDA STATUE 633.102. THE
DESIGN SHALL BE IN ACCORDANCE TO THE CURRENT FLORIDA FIRE PREVENTION CODE AND ALL
ADOPTED NFPA CODES AND STANDARDS.
5. ALL VALVES SHALL BE BROUGHT TO GRADE AND INCORPORATED INTO THE ROADWAY WHERE
POSSIBLE, VALVES LOCATED ALONG THE EDGE OF PAVEMENT SHALL BE SURROUNDED BY A 3'
SQUARE VALVE PAD NTH A MINIMUM 12" THICKNESS, REINFORCED NTH REBAR.
6. ANY EXISTING ARV'S SHALL BE RELOCATED AS FAR FROM LANE OF TRAVEL AS POSSIBLE.
7. ALL PROPOSED POLES (SIGN, TRAFFIC, LIGHT) AND PERMANENT STRUCTURES SHALL MAINTAIN A
MINIMUM 10 FT HORIZONTAL SEPARATION FROM TOHO MAINTAINED UTILITIES.
8. ALL PROPOSED LANDSCAPING SHALL MAINTAIN 5 FT HORIZONTAL SEPARATION FROM THE ROOT
BALL OF TREES TO TOHO MAINTAINED UTILITIES.
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E)OSTING FIRE HYDRANT 0
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PROPOSED FIRE HYDRANT 0 5
PROPOSED F.D.C. z (/) r-- 73
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PROPOSED STORM PIPE 0 z 6i z
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STRUCTURE TABLE
STRUCTURENAME:
DETAILS:
PROPOSED SANITARY SEWER
MANHOLE
S-1
RIM: 123.25
(PRIVATE)
INV OUT.- 108.50
PROPOSED SANITARY SEWER
MANHOLE
S-2
RIM: 120.94
(PRIVATE)
INV OUT: 107.50
PROPOSED SANITARY SEWER
MANHOLE
S-3
RIM: 119.29
(PRIVATE)
INV IN: 113.00
PROPOSED SANITARY SEWER
MANHOLE
S-4
RIM: 118.12
(PRIVATE)
INV IN: 112.00
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NOTES:
GROUND SIGN POLE
PER F.D.O.T. INDEX
# 11860 & 11861)
GRADE
1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE
REFLECTORIZED (ENGINEERING GRADE) BLUE
BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND
BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
4. FINE NOTIFICATION SIGN SHALL HAVE A
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
5. ONE (1) SIGN REQUIRED FOR EACH PARKING
SPACE.
6. INSTALLATION HEIGHT OF SIGN SHALL BE IN
ACCORDANCE WITH SECTION 24-23 OF 11-iE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
HANDICAP SIGN DETAIL
1/2- EXPANSION JOINT
-TYPE "D" CURB PER FDOT INDEX #300
FASPHALT
SURFACE
BASE
SUBGRADE
\-1.5" TYPE SP-9.5 ASPHAL11C CONCRETE SURFACE COURSE
(1500 MARSHALL STABILITY) ABOVE LIMEROGIK BASE
6- LIMEROCK BASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX.
DENSITY PER ASTM D-1557 MODIFIED PROCTOR
12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A
MINIMUM OF 98% OF MAX. DENSITY PER ASTM D-1557 MODIFIED
PROCTOR
STANDARD ASPHALT PAVEMENT SECTION
NOTE: NTS
INSTALLED PAVEMENT SECTIONS AND ANY SUBSTITUTIONS SHALL MEET
THE RECOMMENDATIONS WITHIN THE FINAL GEOTECHNICAL ENGINEERING
REPORT PREPARED BY ECS FLORIDA, LLC. (DATED JULY 16, 2019).
2" TYPE SP-9.5 ASPHALTIC CONCRETE SURFACE COURSE (1500
MARSHALL STABILITY) ABOVE LIMEROGIK BASE
8- LIMEROCK BASE (LBR 100) COMPACTED TO A MIN. OF 95% OF MAX.
DENSITY PER ASTM D-1557 MODIFIED PROCTOR
12" STABILIZED SUB BASE (LBR 40) SHALL BE COMPACTED TO A
MINIMUM OF 98X OF MAX. DENSITY PER ASTM D-1557 MODIFIED
PROCTOR
HEAVY DUTY ASPHALT PAVEMENT SECTION
NOTE: NITS
INSTALLED PAVEMENT SECTIONS AND ANY SUBSTITUTIONS SHALL MEET
THE RECOMMENDATIONS WITHIN THE FINAL GEOTECHNICAL ENGINEERING
REPORT PREPARED BY ECS FLORIDA, LLC. (DATED JULY 16, 2019)
4" CONCRETE PAVEMENT (28-DAY GOMP.
STRENGTH 3,500 PSI, BROOM FINISH)
SUBGRADE (98% MAX DENSITY)
CONCRETE SIDEWALK SECTION
NITS
PAVEMENT SECTION NOTES:
1. VERIFY WITH RECOMMENDATIONS IN GEOTECHNICAL EXPLORATION BY
ECS FLORIDA, LLC., DATED JULY 16, 2019.
2. COMPACTION IS 7. OF MODIFIED PROCTOR MAXIMUM DRY DENSITY PER
AASHTO T-180
3. ASPHALTIC STRUCTURAL COURSE IS PER FDOT SECTION 334
120' Max. J- q ' 120 Max.
30' Max. 30' Max 30' Max.
-IF
A D D D D D E D D F D D A A B C B C B C B C B A
5'. 5' 5' 5' 5' 5' 5' 5' 1 2 5' 1 5'. 1 51 5' 5' 5' 5'. 1. 5'. 1
5 1 5' %� 5' 1
J I 1 2 1 1 1 1
Return Cur 0q -
Return
Curb
," =rl IN r
Turnout Or Other Rigid Struct, -Turnout Or Other Rigid Structure
SAWED JOINTS EXAGGERATED SCALE OPEN JOINTS
LONGITUDINAL SECTION
SIDEWALK JOINTS
A (Utility Pole, Ex.)
Existing sidewalk
Walkaround (3' Min.)
idewalk /
Sidewalk Siclewal�
"Utility Strip-, Turnout U
tility Strip----,
Existing
A Turnout Or Sidestreet
SIDEWALK WITH UTILITY STRIP (Partial Return Shown)
NTS
JOINT LEGEND FOOTNOTES:
A- J'EXPANSION JOINTS (PREFORMED JOINT FILLER) ALL 1/2- JOINTS SHALL BE CONSTRUCTED WITH PREFORMED JOINT FILLER.
13- J'DUMMY JOINTS, TOOLED 1/8"OPEN JOINTS PLACED AT EQUAL (20' MAX.) INTERVALS FOR
C- J'FORMED OPEN JOINTS DRIVEWAYS OVER 20$ WIDE. JOINTS IN CURB AND GUTTER TO
D-jrSAW CUT JOINTS, 4' DEEP (96 HOUR) MAX. 5' CENTERS MATCH JOINTS IN DRIVEWAYS.
E-JISAW CUT JOINTS, 11' DEEP (12 HOUR) MAX. 30' CENTERS
F- J'EXPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120$ DRIVEWAYS (6" CONCRETE) SHALL BE OF A UNIFORM WIDTH (W)
AS SHOWN ON SHT. P-1.
G- COLD JOINT WITH BOND BREAKER, TOOLED
GENERAL NOTES
SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION NO. 522
EXCEPT FOR CURB CUT RAMP RUNS WHICH SHALL BE FINISHED IN ACCORDANCE WITH INDEX NO. 304.
BOND BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEET MEMBRANE OR PREFORMED MATERIAL
HAVING A THICKNESS OF NOT LESS THAN 6 MILS NOR MORE THAN 1/2".
CONCRETE SIDEWALK DETAIL
NTS
HANDICAP
ACCESSIBLE SIGN
LOCATION AS DEPICTED
ON SITE PLAN
12'
5'
4" PAINTED BLUE STRIPING
-4" BLUE STRIPE.
ot 2'-0" O.C.
a6
NOTE: REFER TO PLAN FOR
DETAILED LAYOUT AND DIMENSIONS
TYPICAL HANDICAP STRIPING
N.T.S.
12"
It
00
No. 4 Bars, 14" Lc
Two Per Guard
WHEEL STOP
FRONT VIEW
NTS
3/4- CHAMFERED EDGE
ACCESSIBLE PARKING SYMBOL
N.T.S.
30"
301,
1 STOP
30" X 30" R1-1
STOP SIGN
N.T.S.
Min.
.0
)0
DOWNSPOTS BY ROOFING CONTRACTOR
SHEET METAL DOWNSPOUT ADAPTOR
FITTINGS BY ROOFING CONTRACTOR.
ALIGN BOTTOM OF ROUND SECTION WITH
FINISH GRADE
SCHEDULE 40 PVC PIPING BY SITE
CONTRACTOR
SEE DRAINAGE PLAN FOR LOCATIONS OF
STORM DRAINAGE PIPING CONNECTION
110 0 11 a
12
NO
PARKING'
IF -IRE LANEI
BY ORDER OF THL
FIRF DFPAR TMEN I
GROUND SIGN POLE
PER F.D.O.T, INDEX
# 11860 & 11861)
GRADE
SIGN REQUIREMENTS:
1. MATERIAL: ANODIZED ALUMINUM.
2. GAUGE: 0.08 INCHES
3. SIGNS SHALL BE A WHITE BACKGROUND AND RED
LETTERS.
4. SIGN SURFACE BACKGROUND: TO BE COVERED
WITH WHITE REFLECTIVE TYPE MATERIAL SUCH AS
"SCOTCH - LITE".
FIRE LANE SIGN DETAIL
211111101
DUMESTER [D AD ENCLOSURE
SCALE: NTS
3LOCK
PPOO
1ARD BY
CORE
10 SLAB
W/
(TYP.)
/777/�,
7/
TYP. PAVEM\EN,\\� T P VE ENT�
SEE DETAIL. EE DETAIL.
.
//!rE(D
6" STAMPED & COLORED DECORATIVE]
CONCRETE PAVEMENT WITH STEEL
REINFORCING MAT (#4 BARS 0 16" O.C.)
12-INCHES STABILIZED SUBGRADE COMPACTED
TO 98% MAXIMUM DRY DENSITY
(AASHTO T-180) ASTM D-1557
STAMPED CONCRETE DETAIL
(OPTION #1 FOR DECORATIVE CROSSWALK)
m mill
LEGEND
1. BRICK PAVING, COORDINATE WITH OWNER AND ARCHITECT FOR
APPROVAL OF COLOR AND PATTERN
2. 12"x`12" REINFORCED 4000 PSI CONCRETE BASE AT EDGES.
CONTINUOUS REBAR AS SHOWN.
3. #4 REBAR CENTERED
4. TIGHT, SAND SWEPT JOINTS, TYP.
5. 1-1/4" SAND SETTING BED.
6. 8" LIMEROCK BASE (LBR 100) PER FDOT STANDARD SPEC. 200 &
911 COMPACTED TO A MIN. OF 98% OF MAX. DENSITY PER AASHTO
T-180 MODIFIED PROCTOR.
7. 12" STABILIZED STABILIZED SUB BASE TYPE "B" (LBR 40) PER FDOT
STANDARD SPEC. 160 SHALL BE COMPACTED TO A MINIMUM OF 98%
OF MAX. DENSITY PER AASHTO T-180 MODIFIED PROCTOR.
BRICK PAVING DETAIL
(OPTION #2 FOR DECORATIVE CROSSWALK)
DECORATIVE PEDESTRIAN
CROSSWALK DETAILS
'PARAPET
CAP
(WOOD BLOCKING BY
EL
OTHERS)
V!.A1_I_
PARAPET CLEA
(2) #5 CENT IN KO
(ATTACH TO WOOD
BLOCK
E
BLOCKING WITH PANCAKE
8" CMU WALL. W/ #5048-
HEADS 12' O.C�
OC VERT BARS IN GROUT
FILLED CELLS W/
I
MATCH DO DM�S.
PAINTED EXTERIOR
BLOCK
n\,
46 DIA MIN LAP:--:-
YN
�,LAB ON IT AD
XrF ARCH
4" SLAS REINF W/
/_6x6-W1.4.WI.4 WWF
CONT,6#4
S 0 1 GO
�_,72__� SECTIQ UMESTER WAL11
SCALE:
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Page 20 of 60
6 >-
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Crown trench in
unimproved areas (3" Existing Grade
0 Trench Width Varies Hydrant Operating Nut
min.) Based on Pipe Ole. Isolation Valves r--D-ouble Check Valve
Backfiow Assembly 3 to 5'
Hose Nozzle Pumper Nozzle
................... Facing Street
I$" Min. Above
> Maximum 6" Clearance
4
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to City Water Meter With Meter Kit---\ Flanged Fitting Sackflow preventer
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Clean Fill OS&YG-.- Sidewalk Z Flanged Curb Stop
(FLG) (2 Required) ypass Backilow
M to Expansion Fiber
Z V5 Material (TYP)
Bypass Detector Meter Plan View Assembly I - —1 -
<1
Finished Grade Fw
Z", 12" (typ.) Compacted Concrete G 2 9"Min.
Maintained By City Backfill yp-
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-�MJ Hydrant
6" Concrete Stab
(2500 PSI Concrete) 90P Bend
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"N � �, \\. ;,A47 ly NX\
U) (See Notes 2 wd 6 Flanged Joint Z
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U) a: 6" Bedding Rock-// Valve and Box IN
(See Detail UT009)
12- (TYP)
-Pipe
12" Min..
Support 16" Max�
Undisturbed Earth
0 ...........
X Sidewalk Sidewalk From Resilient Seat Square Nut 18" Wide x 6' TO
7 � Main Gate Valve Concrete slab with Structure
LJ *a Pipe a =1"-1"1 �� ..... . .. . .
"Z
J
YXII,�AIKII\ X"I"
Diameter X
Expansion Material to (For Valve Box and Cover #4 Bar all around
90* Bend see Ocoee Detail LIT009) (2 Required) u- Q0
and concrete slab -—Fire Hydrant ,,—Fire Hydrant Z C)
` E be placed between DIP , \/ z LM
(,n *a See Note 3 3'1 in. C V/x X/", Riser FLG X MJ
Z y Assembly Assembly LO
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90P Bend (MJ/MJ) Ui Z 6
NOTES- Restrained Joints F UJ <
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0 4, Water/Reclaim Water/Reclaim Cr >-
1� Pipe bedding material and trench backfill shall be select common (clean) fill Main Main < 0
From Main Profile View To Service 0 -
compacted to 95% (98% in roadway) of the maximum density as per 0 C> W
AASHTO T-180. - — ---------- ............ ----------------- C> LO —
Edge of Pavement Edge of Pavement (0 (D
0 2. Contractor shall install crushed rock (or equivalent bedding material) where U)
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11 pipe bedding does not provide solid support (yielding or plastic), Depth of Standard Configuration Alternate Configuration 0) ct�
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material shall be a minimum of 6", or as needed, to provide non -yielding NOTES: Z U) i::- 75;
support for the pipe. All unsuitable material shall be removed from pipe Note: < 0 n
Q) bedding unless special provisions are approved by the City. I � Backflow assembly shall be owned and maintained by the property owner. I . Hydrants shall be painted with double coat enamel paint per CZE
Q,
_.c 3, Excavated trench width at pipe haunch shall be sufficient in size for haunch 2. The City shall own and maintain the meter. 0 Z 6i Z
N the following: UJ Z X
compaction, but shall be no greater than 15" on each side of pipe for pipes 3. Utility easement size minimum shall be 10 feet by 15 feet. 0 0
0 less than 24" in diameter (24" for pipes 24" in diameter or greater.) 4. The contractor shall contact the inspector for exact assembly length and * Public Potable Water- Safety Yellow Pantone 13-063OTN X
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5� Pipe line shall be installed with bell fitting facing upgrade. assembly to be installed by contractor. All pipe, fittings, and appurtenances # Private Fire - Cherry Red HDC-MO-16 Z -J
6, Gravity sewer shall have a 6" minimum rock bed, shall be installed by the contractor. I . Contractor shall be responsible for installing City water meter matching pipe size with < 2
Z 2. Concrete shear pad shall abut between sidewalk and curb. Lo 0�
0 5. All above ground pipe shall be flanged ductile iron. meter kit and shall supply and install all materials and backflow prevention device. C'4 0
6, Double detector check valve assembly shall be in conformance with the Where sidewalk is not present, concrete shear pad shall be 2. Backflow device shall be per the City's Cross Connection Control Manual.
City's Cross Connections Manual. approx. 7.& x 3.6min. 3� All pipes, fittings, and end valves as indicated as private shall be the responsibility U)
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< -q 3,000 psi minimum at 28 days. shall be brass or schedule 80 PVC� U NMI= 04
4� Any deviation from this detail shall be made known to the City
X
Q) for approval.
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---- CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE led,
_6 2 DETAIL DETAIL W DETAIL DETAIL '41 Iss,'t
D Z �rA
CONSTRUCTION DETAILS Wall, CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS
11101rm, 111, 14 F* di�* **
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UT001 UT210 UT201 UT209b 1 1/2" and Larger Commercial/Multi-Family
Pipe Bedding and Trench Double Detector Check Valve Assembly IN Fire Hydrant Assembly
ME, 1`61
Cl
Mpg Meter Configuration
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star 8 -0 Potable 2" 10, 18" 3- 18" 10, co
Surfaces to be < 0) W
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U Sewer 10, 1 3' 12" 3' 12, 10,
City) [see note 1 Spool piece matching pipe diameter
32 1/2' Storm
C (Shall be purchased from the Base flow with channel Wall Joint Section Z
Lo Flanged Curb Stop -1 3' 18" 3' 12" 3' 12" 10,
(See Note 3)
Invert Section 35 1/2" Sewer
0 N Q)
24"
. ...... .......... -------- Joint Spacing Requirement Table (See Note 2)
- -5 Manhole Ring and .............................. Z
Spool Piece ,, = -,
(See Note 3) 9" Min. —Mortar in Ring 24 Potable ry Sewer Storm
-0 Cover See Note 8 for to
1: (TY0 Setting Cover Adjust final cover grade
V Q) 27" Potable 31
D 0 Cone Transition brick
0
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Finished Grade—,--. with 2 to 4 course, of 0
lo, IN See Note 4 Flush Ring Section J
<
Ring Section
y
USF 1295 Ring
Bituminous (Goal Tar) USF 227 Ring NOTES:
2 Coating Both Inside and U
u Outside of Walls 4' 5" 1. The table above represents the minimum separation requirements as described in the City's Engineering
forth in the Florida Administrative Code 62-555.314 (F.A.Q. shall apply between newly proposed utility lines
quarters height
and existing or proposed utility lines.
7.
Q) Resilient Seat Square Nut TO UJ
-q ... ..... .....
CL I Standards Manual. The most stringent requirements between the City's Standards and the guidelines set
Invert Bench to three VARIES LL
C-) U) From' gently sloped (102 ��Ipo -- --- ----- --- !!- .......... 2� Joint spacing shall be based on one full length water main pipe centered above or below other pipes. The
Main Gate Valve Structure to 1)
and bituminous coted\ U, joint shall be no less than the required distance from the center of the crossing of the two pipes, (The water
6" Min.
18" Wide x 6" Concrete slab with
F- (For Valve Box and Cover w pipe shall be above the other pipe unless otherwise approved by the City.) Z
see Ocoee Detail UT009) #4 Bar all around (2 Required) Rock Bedding 9" Thick� *141�Manhole lining
> -Red Brick or 3, Where the City's minimum vertical and horizontal separation from potable water cannot be achieved from
-D -E Extending 9" Beyond 8"Min. I � , I the outside of the potable water pipe and the outside of the other pipe/main, preferred separation in W
EI-1 (where required) Precast Concrete W C)
0 Float Tab v", '11�1-11
Risers accordance with RD.E.P. rules of the Florida Administrative Code 62-555.314 (FAX.) and 62-604.400 (F.A.C.)
may
(,n 'o
be allowed upon approval by the City's Utilities Department.
0 a. If it is not technically feasible or economically sensible to comply with the requirements set forth in
U C Manhole Section Manhole lining—/
Flush Castinci Mount (where required) 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
< NOTES: Standard Casting Mount the City.
cz 2 0
Li
Z 1� This detail is for pre -cast standard and receiving sanitary sewer manholes. 4, For the purpose of this table, reclaimed water shall mean unrestricted public access reuse water as defined by
2. Sewer main sizes connecting to the manhole shall range from 6" to 24" in diameter and not less NOTES: F.A�C 62-610. Other types of reclaimed water, not treated to public contact levels, shall be considered raw
than 2' from floor of bottom casting. AD other sizes shall require separate design and approval. sewage, and the separation list for sanitary sewer shall apply.
Q)
U) 3, All manholes where any invert into the manhole exceeds 18" shall require a drop connection 1 � Use Ring & Covers Detail as depicted on this sheet for standard manhole S. Alternative water, such as storm water used for irrigation, shall be considered reclaimed water for separation
(See detail UT102)�
U 0 applications. Refer to UT104 Large & Receiving Ring and Double Cover Detail for requirements.
4, Manhole cone/ring and cover shall be eccentric configured. Cone transition shall range from 18" large (6' or greater) and receiving manholes. 6. Pipe separation distance provided above shall mean the horizontal and/or vertical distance measured for the
C to 36". Concentric configuration shall require written approval by the City�
a) NOTES: 2� For structures with top elevation at surface, use "Flush Structure Casting", USF outside dimension of each pipe/main.
0 E Receiving, forcemain connected and drop manhole shall be continuously lined with an approved 1295 Ring, 7. All Sanitary and Storm Structures shall follow separation requirements above.
liner on the City of Ocoee's Approved Materials List at a minimum of 90 in![ thickness.
I � Contractor shall be responsible for installing City water meter matching pipe size 3. Brick shall be solid red (clay) brick meeting AASHTO M1 14 -Grade MW. 8. Potable water pipes shall be laid above all pipes conveying raw sewage whenever they cross. <
with meter kit and shall supply and install all materials. 6� Bottom casting shall be monolithic with first riser. 4� Red Brick or Precast Concrete Risers should not exceed four levels.
T Riser between top cone and bottom casting shall be no shorter in height than 60". 9� All utilities shall be installed with 36" of cover over the top of pipe. Cover shall be measured with current or J
2� All pipes, fittings, and end valves as indicated as private shall be the responsibility 5� Manhole lid shall be Lettered with 'City of Ocoee" (top), Sewer (center) and Florida future grading to ensure the 36" coverage. CL�
of the owner. All pipes and fittings indicated as public with material not indicated 8. Manhole cover to be set 1/4" above and matching slope pavement and should be set at plan (bottom). 10. No potable water pipe may pass through a sanitary sewer structure. Penetration through storm sewer must J
M
grade unpaved areas. 0
U) shall be brass or schedule 80 PVC. 6. Manhole lids shall have two (2) non-pentrating pick holes. be approved by the City and is subject to special conditions and materials, -J
M 3. Spool piece length shall be a minimum of five times the diameter of the pipe. 9, All seams from structure joints, pipe connections and ring shall be WrapidSealed. 7. Where manhole lining (coating) is required, coating shall extend to ring sealing L,
11. Structural shall refer to foundations, walls, etc. Additional separation shall be required by the City for <
0 and coating ring's mortar bed. 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.
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CITY OF OCOEE
§
CITY OF OCOEE CITY OF OCOEE
CITY OF OCOEE
-0 U) DETAIL DETAIL AN— DETAIL DETAIL
CONSTRUCTION DETAILS g CONSTRUCTION DETAILS %U,�, 1%,� 9
R "p1l",&F
gag CONSTRUCTION DETAILS CONSTRUCTION DETAILS
NO� re "I", �� gN,,,1,'@R
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UT209c 1 1/2" and Larger Commercial/Multi-Family UT101 Standard Manhole UT013
UT103
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Sanitary Sewer Manhole Pipe Separation Requirement Table
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Meter Configuration (Reclaimed Water) "t "Ov
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C) C) QQ_ CD CD CD-- ___C) C) C) C) C) C) C) C) C) C) C) C) C) C) CD CD 0 0 0 C) C) C) C) 0 0 0 C) CD CD C) C) o 19 9 9 9 9 9 9
CD + +C) +C�'__-1 C> -1 CD +6 _4Cr _7 46 +6 -1, 16 _1_6 _1_6 _1_6 10 10 -1-0 0 -10 40 40 �O +0 _,0 4 -+0 +(:,
4-CD 4-CD 4-CD 4 +C) CD 4 4(:) ED I- +� _�C) 0 10 10
T— 4 4(=; 46 +(:5 4-(=; 4-(=; 4-
9 9 9 9 9 9 9 9 0 0 CD CD CD 0 0 0 CD CD C) C) 0 0 q 0 0 C) CD CD 0 0 0 C) C) C) 0 0 (=1 0 0 C)
1-0 1-0 1-0 +0 +0 +
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4 6 -+c5\ C� 0 4(:) 1(=> +0 -1 0-1, +0 4-(::) +0 0 0
CD 0 0 0 C) C) C) 0 C) C) C) 0 0 0 0 CD C) CD 0 C) C) CD 0 0 0 CD " CD CD 0 0 0 0 CD CD C)
416 +6 +6 +6 +6 C5 +C5 C; +,0 +0 xD _.-Q ----------- 9 9 9 9 9 C) 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 q 9 9 9 9 9 9 q 9 9 0 0 0
_16 _16 16 4 (=> ITC�'_ 4' �Iz(=; -1(=; 46 1 _1_6 _1_6 _1_6 _1_6 _16 _16 +6 -10 +0 4-(=> 4-0 4-0 +0 _1_0 _1_0 _1_0 4-0 +0 40 +0 _1_0 _1_0 _1_0 4-0 +0 +0 _1_0 _1_0 4-(=> 0 4-0 -1-0 +0 +0 _1_0 4-0 4-0 40 +0 +0> +6 �0 +6 +6 _1_6
9 q q q 9 -CD ---Q �q
C) C) C) C) C) q __73� Cr— 0--(::) 0 0 CD (2> (z) (z) CD CD CD (z) 0 0 0 C) C) 0 0 0
rc, C) (D C) C) CD CZ— C�__ .9 X��tD (=) (=) (z)
CD CD CD 0 0 0 0 C) C) C) C) C�,�C, C)
+(:) C) +CD CD C) C) C) CD -,CD
4-CD 4-C) 4-C> +CD C5- -,ED- _0 +6 _CD +CD -16 +6 +0 (=->-,GL -1-0 41 +0 +0 4-0 4-(:) 4-(=; -1(=; +(=; -+(=; 4(=; 4-(=; 4-(=; 1 -1 -1 +0 A 4b _17M
+ 4-(=) C; +C; 6 C; C; _1_0 1-ri- _16 4_0
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C) 0 �0 G6ft _Q_ (=) (=) (=) (=) — 'J" 0-0
C) CD (::> __0 0_ 0 0 C) 9 9 9 9 9 9 9 9 q q
9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 —3 —3 -eq,_ - - ca, CD 0 9
_C�__ 4C) 4 (Z) +(=> +0 +0 +0 C5 _1_0
1-0 _1_0 _1_0 +0 +0 +0 �_o +0 _0 4-(=> 4-0 4-6 +6 -16 -16 +0 4_0 4-(=> +0 +0 -10 �(Z +C5 +C5 40 -1 C5 -1 C5 4 C5 4- 4(=; +(=; 4(=; 4 -1(=; 4-(=; 4-6 (Z) +(Z) +0 -1- -16 4-(=> '-C> +CD _-1<D +CD +CD CD C)
+ 4-C) 4-(=> +
9 9 9 9 0 0 CD CD C) 0 0 C) C) C) 0 9 9 9 9" 9 9 9 q C) 0 C) 0 0 C) C) C) 0 0 0
C > 0 0 (0 6 C) (0 0 0
0 +0 +0 +0 +0 +0 �_o +0 _0 _1_0 +0 +0 _1_0 _1_0 +0 _1_0 +0 +0 +0 -,C5 4-05 4-05 0 4 (=> 4-M +C) +c) _C5 +6 +6 C5
4 4-0 4-0 +0 +6 +C5 +C5 _,C5 _,C5 C5 _+C5 +9��� 4(6, -1 +6 +0 0 -4-0 +0 +0 0 6____�(=; 0 40 110 10 +0
-Nft +C� -+0 +0 F + -1-6 -1-6 +6 +6 +6 +6 _1_6
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C) 0 0_ 0--9 9 9 9 9 q 9 9 C�q 0 0 C) C) C) 0 0 0
q CD C) CD CD C:�� 0 0 0 CD CD
+CD -+CD -+(:) > _5:�� 0
+ +C) +C) +CD _+C) C) +C) +CD 4C) _,C) _+C) _+0 +0 -1-0 -1-0 +0 _+0 _10 4(=> -1-0 -1-0 +0 40 40 4-0 4-0 +0 �0 �O _10 +6 -1 C, +6 +0 40 4-(=> +(Z) �0 4c) 0 -1-0 + 0 -,-6- -+,(=>' +0 +0 +0 46 +6 +6 +6 -1-6 _16 _16 _16 +6 -+,(=; _,_C5
9 9 9 9 9 9 CD 0 19 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0
9 9 9 0 CD 0 CD CD ---- �q C%, --�C, CD CD CD CD CD CD CD C) C) CD CD CD CD CD
-0 +
1 +0 +0 +0 C5 1_6 -10 -1-0 +0 +0 �_o +0 +0 0 -1-0 +0 +0 410 +0 +0 -1-0 +0 -1-0 +0 +0 +0 -1-0 -1-0 �_o -1-0 +0 0 +0 _16 �6 +Mpft 0 0 +CD 6 +C) _CD i0w CD C; -I-(=; -1-6 -1-6 6
4-0 4-0 4-0 10 10 4-CD + '16 1 +6 4-6 '-(=; +6 +6 -16 4-6 4-C; +(=; -1
9 9 9 9 9 9 CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD 9 CD C) 0 �i� - e CD CD 0 0 0 CD CD 0 0 (z) CD CD CD 0 0 0 0 0 0 0 0 0 0
+0 +0 +0 +0 +0 +0 +0 +0 0 _1_0 +0 +6 �_6 +6 +6 +6 -1-6 +6 +6 +6 +C5 +C5 -1-6 +6 +6 +6 +6 1_6 _1_6 _16 _1_6 C; C; C; 0' +0 ,(=> -+(:::r 31� 46 +6 +6 +6 +6 C; 6
_C5 + + + 4-(=; -1(=; -1(=; -1(=; +(=; -1-6 -1-6 4-6 + 16 7r -1.6 ft-ft 0 + + 4-(:5 -+(:5 -+(:5 +(:5 -1-(:5 _16 _16 _16 _1_6 1_6 16 _1_6 _1_6 _16 _16 1_6 1_6 _1_6
q 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9
CD . . . 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9
4 _+0 +0 +0 +0 _+0 _+0 0 +0 -1-0 -1-0 _�_o +0 +0 +0 +0 +0 +0 0 +0 +0 +0 +0 +0 0 -+0 +0 +0 +0 4_0 40 40 +0 +0 +0 +0 +0 +0 _1_0 _1_0 +0 +0 +0 +0 +0 _1_0 +0 4-0 �_o -10 +0 (=> +0 -1-0 +0 +0 +0 +0 +0 4-0 +0 1-0 +0 +0 _1_0 +0 +0 _�_o +0 +0 (=> -1-0 -1-0 +0 +0 +0 +0 _1_0
+C) 1-0 +0 +0 +0 1-0 1-0 0 -1-0 -1-0 -1-0 �_o +0 +0 0 -1-0 +0 +0 +0 +0 +0 -1-0 +0 +0 +0 +0 +0 -1-0 +0 -1-0 4-0 +0 +0 +0 +0 +0 +0 +0
4-0 +C) +(:) _,_CD 4-CD 4-C> +C) +(:) _,_CD 4-C) 4-C> +C) +C) +CD +C) 4-(:) +C) 4(=) +CD 4-CD 4-C) +(:) 4C) +C) +CD �_CD _+C) +C) +C) +CD _+C) +C)
9 9 9 9 9 9 CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0
+0 +0 1-0 +0 +0 +0 +0 +0 0 -1-0 +0 +0 �_o +6 +6 +6 -1-6 46 _16 _16 +C5 +C5 -1-6 6 6 +6 +C5 11-6 -1-6 +6 -1-6 4_6 +C5 +C5 +C5 _16 _16 _1_6 _16 _16 +6 -1-6 +6 +6 +6 +6 +6 -1-6 -1-6 46 �_6 +6 +6 +6 -1-6 _1_6 _1_6 _16 _16 +C5 +C5 _1_6 _16 1_6 1_6 1_6 -1-6 -1-6 +6 4_6 -1-6 +6 +6 -1-6 +C5 +6 +6 +6 +6 +6
0 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD 0 0 0 CD CD CD CD 0 0 0
+6 +6 +6 +C5 _�6 _�6 +C5 +6 C5 _16 _16 _16 _,C5 +6 +6 46 +6 +6 +6 46 +6 +6 +6 +6 +6 +C5 +6 +6 -1-6 +6 +C5 1_6 +C5 +C5 _1_6 C5 C5 +6 +C5 +C5 +C5 -1-6 +6 +6 +6 +C5 +6 -1-6 -1-6 +6 �_6 +6 +6 +6 -1-6 -1-6 +6 +6 +6 +6 +6 +6 +6 +C5 +C5 +C5 _1_6 _1_6 _16 _16 +C5 +C5 16 -1-6 -1-6 +6 +6 +C5 +C5 +6
Landreth Lighting Luminaire Schedule
Symbol [MANUFAC] Qty Label rrangement Description LLF Lum. Watts Lum. Lumens BUG Rati
------ - ----- - -------------------------- - - ----- - --------- - ----- -
Lithonia Lighting 2 SLA2 Back -Back DSXO LED P7 40K 70CRI T5W MVOLT RPA NLTAIR2 PIRH FINISH TBD; MOUNTED @ 30' 1.000 170.81 21557 B5-UO-G3
I AFG ON A ROUND TAPERED DIRECT BURY ALUMINUM POLE
---------------------------------------------------------- I -------------------------------------------- --------- — - - --------------------------- - — ----------------------------------------------------------- ---------- —1 — ------------------ --------------------
Lithonia Lighting 2 SLB2 Back -Back DSXO LED P7 40K 70CRI T5M MVOLT RPA NLTAIR2 PIRH FINISH TBD; MOUNTED @ 30' 1.000 170.81 21214 B5-UO-G3
AFG ON A ROUND TAPERED DIRECT BURY ALUMINUM POLE
------------------------------------------------------ -------------------------------------- ---------- --------------------------- - ----- — ----------------------------------------------------------------- - — -------- - ------------------- -----------------------
Landreth Lighting Calculation Summary
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Min
Property Boundary
illuminance
Fc
0.1
0.5
0.0
N.A.
N.A.
Parking Lot
illuminance
Fc
1.5
2.7
0.6
2.6
4.5
r"M:77,7 7
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SHEET NUMBER
C9.0
Page 23 of 60
LLJ
PREMIUM
Specifications
D
0
EPA: O�44 fi:2
(OX nil)
Length: 26.18"
(663 cm)
E
Width-14�06"
:3
0
(35,7 cm)
0
'D
Height H1: 2.26
L
.U)
Z
(5Jcm) " 11___'
11 1 111-111 11 �l
Height H2: 7.46
0
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a)
Weight: 23 lbs
Z M
(10A kg)
t c T,� -1-,
o_j
- =
Q)
7
- H2
V11mi
D
li 1111111,111111 it
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N
Shipped installed
NUAR2 PIRHN oUght AIR gort 2 eriabledwith
fA Llr"VNZA
1*00� L127HrIlva,
COMMERCIAL OUTDOOR
Number
0 one
design se-loct
Items marked byashaded background qualiNforthe Design Selectprogram and ship in 15
daysorless. To learn more about Design Select, visitwwwAgacy tLbrands.com/ @SAl led.
___i_ ___Fvg !�e
*See ordering tree for details
r-AAM rLr..' LJZ�AU Lt- Lai, ro 4u N ut-, K i I J IVI IVI V U L I Zr rA IN L I /A I Kz r i K ri r,4 LJ LJ 1`5ALJ
PIR7
Sewn -pin receptack, only
Shipped installed
Rentse ordered separate)
HS
liouseside shield (triadifirdsh standard)
FA0
Peld adjusta ble output'$, 19
L90
Left rotated optics'
BL30
Iii-level Mitched dimming,
R90
Right rotated optics'
30%lk'9
BL50
Bi-lesel switched dimming,
CCE
wactalisnStruction2l
50%1s19
HA
50T ambient operation"
DMG
0-10v firrarrolviores putted
BAA
Buy Americaht) Act and/or Build America Buy America Qualified
outside fixture (for use idth
SF
Single fuse (120, 277,347V) 21
arnotterranigurria,radered
separately) 17
DF
Double fuse (208,240,48OV)"
Shipped
separately
EGSR
External Glare Shield (reversible, field install required, matchis housing finish)
BSD13
Bird Spikes (field install required)
One Lithonia Way * Conyers, Georgia 30012 * Phone: 1-800-705-SERV (7378) lid-;-J,
0 2011-2025 Acuity Brands Lighting, Inc. All rights reserved,
SPAS Square pole mounting (95
drilling, 3" min. SQ pole)'
RPA5 Round pole mounting (#5
drilling, 3" min. RRIDpole)"
SPAN Square Fannie pole mounting
Mast arm adapter (FIVAMIS On
2 3/8" OD horizontal tenon)
DDBTXD Textured dark bronze
DBLBXD Textured black
DNATXD Textured natural aluminum
DWHGXD Texturedwhite
DLL127F LS JU
Photocell - SSL toist-lock (120-277V) a
DLL347Fl.Sr.XJU
Photocell - SSL taist-lock (347V) a
DLL48OF13CULJU
Photocell - SSL norst-lack (49OV)
DSHORTSBK
Shorfinuala'
OSX0HS P#
Housmide shield (enter package number PI-7,
PIO-13 in place ofig)
DSXRPA (FINISH)
Round pole adapter phi drilling, specify cousin
DSXRPA5(FIN15H)
Round pole adapter#5 drilling (specify finish)
DSXSPA5(FINISH)
Square pole adapter #5 drilling (specify finish)
DSMEW (FINISH)
External glare shield (specitylinisla
DSXOBSDR (FINISH)
Bird spike deterrent brackenspecify finish)
NOTES
1 Rotated optics available with packages Pro, P11, P12 and P13, Must be combined with option L90 or R90.
2 30K, 40K, and 50K available in 70CRI and BOCRI. 27K and 35K only available with 80CRI. Contact Technical Support for other possible combinations.
3 T3LG, T4LG, BLC3, BLC4, LOCO, RCCO not available with option HS.
4 MVOLT driver operates on any line voltage froor 120-277V (50/60 Hz).
5 HVO LT d rive' operates on any I i n a voltage from 347-480V (50160 Hcf.
6 HVOJ n of own I ab Is with packa ge P 1, P2 and P 10 when combined with opoi on NLTA1 R2 P IRHN or option P1 R�
7 XVO operates with any voltage between 277V and 480V (50/60 Hsa.
8 XVOLLTT not eve lab Is i n packages P 1, P2 or P 10. XVO LT not avail a ble, with fusi ng IS F a r D F).
PAS a rd RPA5 to r use with #5 on I I i n 9 is n ly IN at to r use with #8 d ril li no),
9 s
0 WBA,cannot be combined with Type 5 distributions plus photocell (PER).
1
11 NLTA R2 and PIRHN must be ordered togethec For more information on nLight Air 2.
12 NLTAIR2 PlRHN not available with other controls includinp PIR, PER, PERS, PER7, FAO, BL30, BL50 and DMG, NLTAIR2 PIRFIN not available with P1, P2 and
P 10 using HVO LT NLTAI R2 P I R H N n ot avai lab I a with P 1, 2 and Pl 0 usi no XVOLT. N LTAI R2 PI RH N not own lab le with P 1 using MVOLT.
13 PIR not available with NLTAIR2, PER, PER5, PER7,FAOBL3%BL50and1 DMG� FIR not available with P1, P2 and P10 using HVOLT. FIR not available with Pl,
P2andPIOusingXVOLT PIR not available with P1 using MVOLT
14 PERIP ER5/P ER7 n at oval I ab le with N LTAI RZ PI R, B L30, 81_50. P hotocel I ordered a n d sh ipped as a separate I i n e item from Acuity Brands Contra Is. See
accessories. Shorting Cap included.
15 PAID not available with other dimming control options NLTAIR2 PIRHN, PIR, FERS, PER7, MO, BL50, or DMG.
16 BL30 and BL50 am not available with NLTAIR2 PIRHN, PIR,PER, PER5,PER7,FAOand DMG. BL30 or BL50 must specify 120 or 277V
17 DMG not available with NLTAIR2 PIRHN, PIR,FER, PERS,PER7, B1.30,01-50and FAO.
18 Reference Motion Sensor Default Settings table on page 4 to see functionality.
19 Rare nce Controls Options table on page 4.
r.
20 Option HS not available with T3LG, T4LG, RLC3, BLOA, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information,
21 CCE option not available with option Be and EGSR. Contact Technical Support for availability.
22 Option HA not available with performance packages P6, P7, P12 and P13.
23 Requires lummaire to be specified with PER, PERE or PER7 option. See Controls Table an page 4,
24 Single fuse FSF) requires 12011, 27N or 347V Double fuse FDF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF).
.. . ............................................. . ...............................................................................................................
External Glare Shield (EGSR) House Side Shield (FIS)
..... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..... . .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... . ...................................................................................................................
IN a
V
Tenon Mounting Slipfitter
HANDHOLE ORIENTATION IN 11 1
(from top of pole) 2-3/8" RPA AS3-5190 AS3-5280 A53-5 290 AS3-5 390 AS3-5320 AS3-5 490
C 2-7/8" RRA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490
L_g�__!JA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320
D B %
6 +
17 017 �s
o
ILs
Head Location Side B Side B& D Sideflik( Side B, C & D Round Pole Only S:jdeABC&D
A
Drill Nomenclatore #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS
Harldhole ...........................
2.750�_f.,
1.750* f.,
.the, P.1.2
type
DSXOLED
Rev,01/28/25
Pagel of 9 OAF
COMMERCIAL OUTDOOR
DSXO Area Lurninaire - EPA
*Includes lummaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not Includedin this EPAdata.
CIO
W
E
LU
Uj
1' to 2'
Flattened
WARNING:
Do not install fightpole without lurossaim.
-4-- Pole Cap - Aluminum
With Stainless Steel Screws
(Fenon Option Available -
See Mounting Designation)
D Top Diameter
Finish
01 =Satin Aluminum
BA = Black Powder Coat
BH = White Powder Coat
BM Dark Bronze Powder Coat
BV Dark Green Powder Coat
GC Gray Powder Coat
** Specrly Finish
B Wall Thickness
Tapered Aluminum Tube
Alloy 6063-T6
andhole
0 C Butt Diameter
Ground Line
1-3/4" x 6"
Wire Access Slots
2@180"
C= Yto 6`
4.5 5�
C and D awsenskyar in fachiss
Satin Aluminum or Powder Coated
Finish per Customer Speadcation.
CusTomER NAME:
PROJECT: LocATION:
...............
One Lithonia Way Conyers, Georgia 30012 Phone: 1-800-705-SERV (7378) DSX0LED NoTEs: 01JANTITY:
Rev. 01/28/25
0 2011-2025 Acuity Brands Lighting, Inc, All rights reserved, Page 2 of 9
M oil f"V4111 IN 4 =I
_M1
ce 6" curved Cast Aluminum Frame (Alloy
�fh ce r SS x e�
Reinforced, `X
5 W 4'x 6" curved Cast Aluminum Frame (Alloy
-T5
356 ) With AlurninUM Door and two (2) SS HaV Head
S al
C sa Cc in rk co go 8,
6
Screws, Reinforced Frame will contain a tapped 318'-
C ran n prossid
16NC Grounding Provision
Direct BUcad Pole
bottom section on 6+
bull diameter poles will
be partially flattened
into an anti -rotational,
oval cross section. Wire
access will be provided
24'below ground line.
Soil conditions sets
by site. Foundation
requiesnents Should
be determined by a
qualified Structural
Dillibeer with
k70medge ofJoIdom
soil conditions.
011 M
: , 1, 1
N I 1 1 ON 1:
When determined necessary by flooco, a Vibration
Damper will be factory -installed inside the pole shaft.
Customer specification of the damper is available.
Side Dull Mount - For Side Drill Mount applications
specify hineciaher type, quantity and orientation.
A Agianaer, drilling template must be supplied at time
oforder
180"
2700-
900
_Mduffflole
Tenon Mount - Welded or Spun
For Tenon Alount applications
specify boll? Tenon diameter
(2.375", 2�875", 3.5", etc.) and
",
J
length IS ", 4 etc.). Tenon st4V4e
is factory option, Welded Tenon
can be specified. Welded Tenon Spun Tenon
EPA Notes: Effeefive ProjectedArea (EPA) in square feet EPA's
calculated using wind velocity (mph) indicated in accordance with
2009MSHTO LTS-5 using a 25year design life. Maximum FPA is
based on the hinnnaire wisight shown, Increased himinaire weight
may reduce the maxinium EPA. If weight is Exceeded, or if other
design life or code ts required, please consult the fachay
1 1 1
"", ........ .. . . . www.hapco.com
6
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2
SHEET NUMBER
C9.1
Page 24 of 60
d >_
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Ui PLANT SCHEDULE
NORTH BUFFER: 386 LF
PER SEC. 6.10.D.4 PROPERTY LL1
0 LINE (TYP.)
U) �O 10'WIDTH MIN., 1 TREE PER 50 LF, THT. MIN. HEDGE SYMBOL CODE QTY COMMONNAME BOTANICAL NAME CONT CAL SIZE <
U) REQUIRED: 8 TREES, THT MIN. HEDGE
PROVIDED: 8 TREES, THT MIN. HEDGE
CANOPYTREE
............... �1 . .... . ...... ... .... ... ............
711
Ll 001
0 AA 31 AUTUMN FLAME RED MAPLE ACER RUBRUM'AUTUMK.,FLAME' FG 3" CAL MIN 12- HT., 4SPR.
`7 F
STRAIGHT, SINGLE LEADER, FL #1
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7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS
_17 OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1)
. ..... .....
0 TO VERIFY THE LOCATIONS OF UTILITY LINES ADJACENT TO THE WORK AREA 2) TO PROTECT ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES,
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10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALSAND LAWN FORTHE
WARRANTY PERIOD.
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11. ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME
SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
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12. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON.
00
13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
PROPERTY
A la -
LINE (TYP.)
cl 14. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE FLORIDA NO. 1 OR BETTER AS GIVEN IN "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II,
STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE.
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15. ALL INVASIVE EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TOADJACENT EXISTING TREES.
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16. ALL LANDSCAPE AREAS WILL BE PROVIDED WITH PERMANENT AUTOMATIC IRRIGATION SYSTEM.
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17. TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT).
D 18. ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARYTO MEET
U) THE MOST STRINGENT SPECIFICATION.
77,
E ..... ......... . ... . .......
SOUTH BUFFER: 387 LF
19. ALL PLANTED LANDSCAPE AREAS TO HAVE 3" DEEP DESIGNER BROWN HARDWOOD MULCH TO FULLY COVER DRIP IRRIGATION& AMENDED SOILS. REPAIR AS NEEDED DURING CONSTRUCTION. SUBMIT
PER SEC. 6.10.D.4 0
ALTERNATIVE MULCH SPECIFICATION FOR LANDSCAPE ARCHITECT APPROVAL. j
10'WIDTH MIN., 1 TREE PER 50 LF, THT. MIN. HEDGE
LL-
REQUIRED: 8 TREES, THT MIN. HEDGE
PROVIDED: 8 TREES, THT MIN. HEDGE
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LANDSCAPE BUFFER EAST BUFFER: 587 LF EAST BUFFER: 587 LF
GRAPHIC SCALE IN FEET
U) ADJACENT TO PUBLIC R-O-W 10'MIN. WIDTH, MIN. 3- HEIGHT HEDGE 10'MIN. WIDTH, MIN. 3- HEIGHT HEDGE,
10- MIN. WIDTH, MIN. 3- HEIGHT HEDGE 0 20 40 80
I I I I
(D
ADJACENT TO OTHER PROPERTIES NORTH BUFFER: 387 LF NORTH BUFFER: 387 LF
U) 10'MIN. WIDTH, MIN. 3- HEIGHT HEDGE, 1 10- MIN. WIDTH, 8 TREES, TMIN. HEDGE 10- MIN. WIDTH, 8 TREES, TMIN. HEDGE NOhTH
TREE PER 50 LF
cn SOUTH BUFFER: 387 LF SOUTH BUFFER: 387 LF U)
0 SECTION06.10.D.3 10'MIN. WIDTH, 8 TREES, TMIN. HEDGE 10'MIN. WIDTH, 8 TREES, TMIN. HEDGE
0 LLJ
NATIVE PLANT CALCULATIONS TREES: 102 TOTAL TREES: 102 NATIVE TOTAL Ld
co 40% OF TOTAL NUMBER OF INDIVIDUAL 102 X 40% = 41 REQUIRED (100%) W 0
PLANTS FROM EACH CATEGORY TO BE U
SELECTED FROM LIST OF NATIVE SPECIES SHRUBS: 1,080 TOTAL SHRUBS: 1,080 NATIVE TOTAL 0
�W,i, 0
Q) 1,080 X 40% = 432 REQUIRED (44%) CALL 2 WORKING DAYS LL-
SECTION06.10.G.1 BEFORE YOU DIG 0
GROUNDCOVERS: 2,071 TOTAL GROUNDCOVERS: 2,071 NATIVE TOTAL
0 2,071 X 40% = 828 REQUIRED (51%)
IT'S THE LAW! 0
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E 1 SHADE TREE PER ISLAND 23 LANDSCAPE ISLANDS X 1 TREE 23 TREES REQUIRED 32 ISLAND TREES DIAL 811
:1 5 SHRUBS PER ISLAND 5 SHRUBS X 23 ISLANDS 115 SHRUBS REQUIRED +115 SHRUBS Call before you dig.
0 SHEET NUMBER
7D 0
SECTION 06. 10.D. 106. 10.D.6
SUNSHINE STATE ONE CALL OF FLORIDA, INC*
c L1.00
Page 25 of 60
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PROPERTY
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INDOOR
COURTS
NORTH BUFFER: 386 LF
PER SEC. 6.10.D.4
10'WIDTH MIN., 1 TREE PER 50 LF, THT. MIN. HEDGE
REQUIRED: 8 TREES, THT MIN. HEDGE
PROVIDED: 8 TREES, THT MIN. HEDGE
INDOOR
COURTS
MC 9
COMMONNAME BOTANICAL NAME CONT CAL SIZE
31
AUTUMN FLAME RED MAPLE
ACER RUBRUM'AUTUI\41`4,'��FLAME'
FG
STRAIGHT, SINGLE LEADER, FL #1
BRACKEN'S BEAUTY SOUTHERN MAGN L A
1"
12
STRAIGHT, SINGLE LEADER, FL #1
MAGNOLIA GRAN DI FLORA'BRACKENS BROWN BEAUTY'
FG
SOUTHERN LIVE OAK
8
STRAIGHT, SINGLE LEADER, FL #1
QUERCUS VIRGINIANA
FG
WINGED ELM
23
STRAIGHT, SINGLE LEADER, FL #1
ULMUS ALATA
FG
SS
12
3" CAL MIN 12- HT., 4- SPR. SYMBOL
CODE
QTY
SHRUBS
3" CAL MIN 12- HT., 4- SPR.
0
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287
IN
267
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152
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VO
299
SHRUB AREAS
MATCHLINE; SEE SHEET L1.02
LLAULK, r-L IT I
WAX MYRTLE MYRICA CERIFERA
MULTI -LEADER, 3-TRUNK MIN, FL #1
CABBAGE PALMETTO SABAL PALMETTO
STRAIGHT, SLICK HURRICANE CUT, FL #1
COMMONNAME
AMERICAN BEAUTYBERRY
FULL
DWARF YAUPON HOLLY
FULL
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FULL
WALTER'S VIBURNUM
FULL
BOTANICAL NAME
CALLICARPA AMERICANA
ILEX VOMITORIA'NANA'
ILLICIUM FLORIDANUM
VIBURNUM OBOVATUM
MATTHEW PARIS BLVD.
m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m a
GROUND COVERS
AR
80
PURPLE WIREGRASS
FG
2.5" CAL MIN
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FULL
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TA
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30" OC
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127
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36" HT
36" OC
misc. QTY BOTANICAL/COMMON
NAME
5 GAL
30" HT
30" OC
MULCH TBD DESIGNER
BROWN HARDWOOD MULCH
7 GAL
36" HT
36" OC
UNDERSTORY TREES MC2 36 PINK MUHLY GRASS MUHLENBERGIA CAPILLARIS 3 GAL 24" HT 30" OC
FULL
DAHOON HOLLY SR 39 SAW PALMETTO SERENOA REPENS 3 GAL 24" HT 30" OC
I C 7 — 1-1 - — 1-1 - I ----- - ILEX CASSINE FG 2.5" CAL MIN 8' HT., 4' SPR. I I I I I I I I FULL
ARISTIDA RAMOSA
1 GAL
18" FULL
181, Oc
ASCLEPIAS TUBEROSA
1 GAL
12" HT.
12" OC
DIETES VEGETA
1 GAL
18" FULL
18" OC
GAILLARDIA ARISTATA
3 GAL
24" HT.
24" OC
LIRIOPE MUSCARI
1 GAL
12" HT.
24" OC
RUDBECKIA HIRTA
3 GAL
24" HT.
24" OC
TRACHELOSPERMUM ASIATICUM
1 GAL
12" HT.
18" OC
ZAMIA FLORIDANA
3 GAL
24" HT.
24" OC
SPECIFICATIONS
3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE
PLANT MATERIAL
GRAPHIC SCALE IN FEET
# 10 20 40
1 1 1 1
6=1�� OMNI
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW! Know what's below.
DIAL 811 Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC.* j
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SYMBOL CODE QTY
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31
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AUTUMN FLAME RED MAPLE
ACER RUBRUM'AUTUI\41`4,'��FLAME' FG 3" CAL MIN 12- HT., 4'SPR
STRAIGHT, SINGLE LEADER, FL #1
BRACKEN'S BEAUTY SOUTHERN MAGNOLIA
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STRAIGHT, SINGLE LEADER, FL #1
SOUTH BUFFER: 387 LF
PER SEC. 6.10.D.4
10'WIDTH MIN., 1 TREE PER 50 LF, 3'HT. MIN. HEDGE
REQUIRED: 8 TREES, 3'HT MIN. HEDGE
PROVIDED: 8 TREES, THT MIN. HEDGE
MC 9
04WAt
X
0 _14 SS 12
SYMBOL CODE QTY
SHRUBS
0 CA 287
IN 267
0
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SHRUB AREAS
WAX MYRTLE
MULTI -LEADER, 3-TRUNK MIN, FIL #1 MYRICA CERIFERA FG
CABBAGE PALMETTO
STRAIGHT, SLICK HURRICANE CUT, FL #1 SABAL PALMETTO FG
PROPERTY
LINE (TYP.)
GROUND COVERS
PURPLE WIREGRASS
AR 80
2.5" CAL MIN 8' HT., 4'SPR. FULL
BUTTERFLY MILKWEED
AT 741 FULL
AFRICAN IRIS
DV 268
12' CT FULL
GA 117 BLANKET FLOWER
LM 246 LILYTURF
COMMONNAME
BOTANICAL NAME
CONT
SIZE
SPACIN G
FULL
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RH 117 FULL
ASIATIC JASMINE
TA 375
FULL
AMERICAN BEAUTYBERRY
CALLICARPA AMERICANA
5 GAL
30" HT
30" Oc
FLORIDA COONTIE
FULL
ZF 127
FULL
DWARF YAUPON HOLLY
ILEX VOMITORIA'NANA'
7 GAL
36" HT
36" OC
FULL
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misc. QTY BOTANICAL/COMMON NAME
ILLICIUM FLORIDANUM
5 GAL
30" HT
30" Oc
MULCH TBD DESIGNER BROWN HARDWOOD MULCH
FULL
WALTER'S VIBURNUM
VIBURNUM OBOVATUM
7 GAL
36" HT
36" OC
FULL
PINK MUHLY GRASS
UNDERSTORY TREES
MC2 36 MUHLENBERGIA CAPILLARIS 3 GAL 24" HT 30" OC
FULL
SAW PALMETTO
Ic 7 DAHO I ON I HOLLY 1-1 ----- - I ILEX CASSINE FG 2.5" CAL MIN 8' HT., 4' SPR. SR 39 FULL SERENOA REPENS 3 GAL 24" HT 30" OC
ARISTIDA RAMOSA
1 GAL
18" FULL
181, Oc
ASCLEPIAS TUBEROSA
1 GAL
12" HT.
12" OC
DIETES VEGETA
1 GAL
18" FULL
18" OC
GAILLARDIA ARISTATA
3 GAL
24" HT.
24" OC
LIRIOPE MUSCARI
1 GAL
12" HT.
24" OC
RUDBECKIA HIRTA
3 GAL
24" HT.
24" OC
TRACHELOSPERMUM ASIATICUM
1 GAL
12" HT.
181, Oc
ZAMIA FLORIDANA
3 GAL
24" HT.
24" OC
SPECIFICATIONS
3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
DIAL 811 Know what s below.
Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC
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Page 27 of 60
MULCH/TOPSOIL BACKFILL
ROOTBALL AND TRUNK 0 TRUNK/ROOT BALL TO BE CENTERED AND
TREE STABILIZATION AND PLUMB/LEVEL IN PLANTING PIT.
FERTILIZATION SYSTEM 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.
3" MINIMUM MULCH AS SPECIFIED. WHERE
TREES ARE PLACED IN SOD, MULCH RING
PLAN FOR TREES SHALL BE 6- DIAMETER (MIN.) OR
AS DIRECTED BY OWNER'S REPRESENTATIVE.
4" HIGH BERM, FIRMLY COMPACTED.
TREE FROG ANCHOR SYSTEM INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
FINISHED GRADE. (SEE GRADING PLAN)
TOP OF ROOTBALL MIN. 1 "ABOVE FINISHED
2 GRADE.
3 PREPARED PLANTING SOIL AS SPECIFIED.
TOP OF ROOTBALL SHALL BE 1" ABOVE
4 FINISHED GRADE. ROOTBALLS GREATER
THAN 24" DIAMETER SHALL BE PLACED ON
MOUND OF UNDISTURBED SOIL TO PREVENT
5 SETTLING. ROOTBALLS SMALLER THAN 24" IN
DIAMETER MAY SIT ON COMPACTED EARTH.
UNDISTURBED NATIVE SOIL.
SCARIFY BOTTOM AND SIDES OF PLANTING
PIT.
NOTES:
A. FINAL TREE STAKING DETAILS AND PLACEMENT TO
BE APPROVED BY OWNER.
B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING
-�:Tjllj
THAT COULD GIRDLE TREE OR RESTRICT ROOT
GROWTH) ON UPPER 1/3 OF ROOTBALL.
3X ROOTBALL WIDTH Mll 10 C. PRUNE ALL TREES IN ACCORDANCE WITH ANSI
SECTION A-300.
TREE PLANTING
MULCH/TOPSOIL BACKFILL
ROOTBALL AND TRUNK
TREE STABILIZATION AND
FERTILIZATION SYSTEN
—1. — I _-
WIDTH MIN.
SECTION
"'2� TREE PLANTING ON A SLOPE
TRUNK/ROOT BALL TO BE CENTERED AND
PLUMB/LEVEL IN PLANTING PIT.
6" DIA. CLEAR OF MULCH AT TRUNK FLARE.
3 3.4" HIGH BERM, FIRMLY COMPACTED.
3" MINIMUM OF HARDWOOD BARK MULCH
AS SPECIFIED. WHERE TREES ARE PLACED
IN SOD, MULCH RING FOR TREES SHALL BE
6'DIAMETER (MIN.) OR AS DIRECTED BY
OWNER'S REPRESENTATIVE.
TREE FROG ANCHOR SYSTEM INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
4" MIN. OF TOPSOIL TO BRING TO FINISHED
GRADE. (SEE GRADING PLAN)
TOP OF ROOTBALL MIN. 1 "ABOVE FINISHED
GRADE.
@) PREPARED PLANTING SOIL AS SPECIFIED.
ROOTBALLS GREATER THAN 24" DIAMETER
SHALL BE PLACED ON MOUND OF
UNDISTURBED SOIL TO PREVENT SETTLING.
ROOTBALLS SMALLER THAN 24" IN
DIAMETER MAY SIT ON COMPACTED EARTH.
UNDISTURBED NATIVE SOIL.
IS SCARIFY BOTTOM AND SIDES OF PLANTING
PIT.
@ CUT BACK SLOPE TO PROVIDE A FLAT
SURFACE FOR PLANTING.
NOTES:
A. FINAL TREE STAKING DETAILS AND PLACEMENT TO
BE APPROVED BY OWNER.
B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING
THAT COULD GIRDLE TREE OR RESTRICT ROOT
GROWTH) ON UPPER 1/3 OF ROOTBALL.
C. PRUNE ALL TREES IN ACCORDANCE WITH ANSI
A-300.
BEST FACE OF SHRUB/ 1XI
GROUNDCOVER, TO FACE
0
TOP OF SHRUB ROOTBALLS TO
FRONT OF PLANTING BED. + + +
ftx
BE PLANTED 1" - 2" HIGH WITH
REFER TO PLANT
SOIL MOUNDING UP TO THE TOP
SCHEDULE FOR SPACING. + + + + +
OF ROOTBALL.
MAINTAIN 12" DEAD ZONE t
PRUNE ALL SHRUBS TO
AT BED EDGE.
ACHIEVE A UNIFORM
MASS/HEIGHT.
PLAN
3" MULCH LAYER AS
SPECIFIED.
EXCAVATE ENTIRE BED
SPECIFIED FOR GROUNDCOVER
BED.
4
FINISHED GRADE (SEE
GRADING PLAN).
5
PREPARED PLANTING SOIL AS
V_
SPECIFIED. (SEE LANDSCAPE
NOTES) NOTE: WHEN GROUND -
COVERS AND SHRUBS USED IN
MASSES, ENTIRE BED TO BE
AMENDED WITH PLANTING SOIL
t:
MIX AS SPECIFIED.
N
SCARIFY OF PLANTING PIT
IN
SIDES AND BOTTOM.
100�
4"
4" HIGH BERM FIRMLY
TYP.
I
COMPACTED.
01
_4?
UNDISTURBED NATIVE SOIL.
3X ROOT BALL WIDTH
MINIMUM
FERTILIZER TABLETS (MAX 3"
DEEP)
NOTES:
A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION.
B. WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT.
C. ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS
REPRESENTATIVE.
3 SHRUB/GROUNDCOVER PLANTING
LLI
WIDTH VARIES - SEE PLANS
CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).
CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR
ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS.
2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.
NOTES:
A. EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF
ISLAND & BACKFILL WITH APPROVED PLANTING MIX.
B. PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL
SUPPORT OF CURB SYSTEM (TYP).
C. ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR
OR LESS.
PLANTED PARKING LOT ISLANDSMEDIANS
SECTION / PLAN NTS �1� SECTION / PLAN NTS �1� SECTION / PLAN NTS �1� SECTION NTS
<
_j
.Lj
Dj�
D I
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I
0
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TOP OF SHRUB ROOTBALLS TO BE
U) c
PLANTED 1" - 2" HIGH WITH SOIL
c:
U 0
MOUNDING UP TO THE TOP OF
a a)
EXISTING
GRADE 3
ROOTBALL.
Y)
(DASHED)
PRUNE SHRUBS AS DIRECTED BY
4
OWNER'S REPRESENTATIVE.
3" MINIMUM OF MULCH AS
2
o
SPECIFIED. WHERE SHRUBS ARE
0-
H - -----
PLACED IN MASSES, MULCH SHALL
< E
r
BE SPREAD IN A CONTINUOUS BED.
X c:
SOIL BERM TO HOLD WATER. TOP
OF PLANTING PIT'BERM'TO BE
0
.... IIIR"
LEVEL ACROSS PIT. SLOPE
C) In
. . . .. ...
DOWNHILL PORTION OF BERM AS
:3
7:
:::::::1 11 -
REQUIRED TO MEET EXISTING
0
........ ........
GRADE. MULCH OVER EXPOSED
_u
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TOPSOIL.
f IF
FINISHED GRADE (SEE GRADING
C, CL
4" TYP.
PLAN)
PREPARED PLANTING SOIL AS
0 U)
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3X ROOT BALL
SPECIFIED. (SEE LANDSCAPE
WIDTH MINIMUM
NOTES).
c
NOTES:
SCARIFY SIDES AND BOTTOM OF
'F
PLANTING PIT.
A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING
FERTILIZER TABLETS (MAX 3"
PITS PRIOR TO INSTALLATION.
DEEP).
Q)
B. WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO
UNDISTURBED NATIVE SOIL
>
ACHIEVE UNIFORM MASS / HEIGHT.
C. ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB
0 QO)
VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS
�l
REPRESENTATIVE.
SHRUB/GROUNDCOVER PLANTING ON A SLOPE
SECTION
MR.
<
FINISH GRADE (SEE GRADING PLANS).
�D
U)
BACKFILL WITH PREPARED PLANTING
_0
0 ROOTBALL
SOIL MIX AS SPECIFIED.
FILTER CLOTH, MIRAFI 50OX OR BETTER.
LIMITS OF PLANTING
E
>1 PIT
:3
H.P., -
SLOPE BOTTOM TO DRAIN.
U)
- "I
AUGURED HOLE 0 ±18" PENETRATE
THROUGH OCCLUDING LAYER TO WATER
TABLE OR TO A DEPTH OF TTO ASSURE
PROPER PERCOLATION.
BACKFILL WITH 1/2" - 3/4" GRAVEL TO
3X ROOTBALL
REQUIRED DEPTH THROUGH OCCLUDING
DIAMETER
LAYER TO ASSURE PROPER
PERCOLATION.
PLAN
c:
WATER TABLE. (DEPTH VARIES)
In
2
UNDISTURBED NATIVE SOIL.
In
SET ROOTBALL ON UNDISTURBED STABLE
SUBSOIL SO THAT TOP OF ROOT BALL IS
U)
1" ABOVE FINISHED GRADE.
d I I
D
__j
m
SECTION
9 POOR DRAINAGE CONDITION
MIN. 1/2
MATURE
NOTES:
1. CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB.
2. INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT
A DEPTH OF 3" (MIN.)
PLANTINGS ADJACENT TO BUILDINGS
NTS \11� SECTION NTS
NOTES:
A. THIS DETAIL SHALL BE IMPLEMENTED WHERE
PERCOLATION RATES ARE 2" PER HOUR OR
LESS.
B. CONTRACTOR TO PERFORM PERCOLATION TEST
AS REQUIRED. AND NOTIFY OWNER/LANDSCAPE
ARCHITECT.
C. SEE TYPICAL TREE PLANTING DETAIL THIS SHEET
FOR PLANT STAKING.
SECTION / PLAN NTS
0 6'H "PERIMETER PLUS" CONSTRUCTION
FENCE BY CONWED PLASTICS OR OWNER'S
REPRESENTATIVE APPROVED EQUAL.
SUBMIT PRODUCT INFORMATION FOR
APPROVAL PRIOR TO INSTALLATION.
8'TALL METAL 'IT" POSTS OR 2" x 2" X 8'
PRESSURE TREATED WOOD POSTS WITH 24"
BURIAL BELOW GRADE.
INSTALLATION NOTES:,
A. POST SELECTION SHOULD BE BASED ON EXPECTED
STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL
BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE
RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND
CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR
TREATED WOOD POSTS ARE TYPICALLY USED FOR
CONSTRUCTION AND OTHER APPLICATIONS.
B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH
OF 1/3 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 6'
POST SHOULD BE SET AT LEAST 2'INTO THE GROUND.
C. SPACE POSTS EVERY 6' (MIN.) TO 8'(MAX.).
PLAN D. SECURE FENCING TO POST WITH NYLON CABLE TIES
(AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY
BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND
PROTECTION BETWEEN TIES AND POSTS.
CORNER CONNECTION NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH
CONNECTION FENCE. WIRE MAY DAMAGE FENCE OVER TIME.
TREE PROTECTION FENCING
ELEVATION
DRIPLINE
(TYP.)
ELEVATION / PLAN NTS
MIN. 1/2 MATURE
SHRUB WIDTH
INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN.
MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE
LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE.
CURB / PARKING LOT EDGE.
MIN. 1 MATURE MIN. 1 MATURE
2 2
SHRUB WIDTH SHRUB WIDTH
MIN. 15'CLEAR
PLAN
SECTION
HYDRANT
FIRE HYDRANT.
NO PLANT EXCEEDING 12"
MATURE HEIGHT
MATERIAL SHALL BE
PLACED WITHIN SHOWN
RADIUS OF ALL
PROPOSED OR EXISTING
FIRE HYDRANTS.
CONTRACTOR SHALL
ADJUST PLANT
MATERIAL SO THAT NO
CONFLICTS WITH FIRE
HYDRANTS OCCUR ON
SITE.
FRONT OF HYDRANT
(TOWARD CURB)
PARKING SPACE/CURB PLANTING r8*�� SHRUB PLANTING AT FIRE HYDRANT
SECTION NTS �1� SECTION / PLAN NTS
ROOTBALL MULCH/
ANDTRUNK TOPSOIL
BACKFILL
TREE STAKING 1 . BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE
(V MIN.) ADJACENT FINISH GRADE. REMOVE ALL
TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF
ROOT BALL. NO SYNTHETIC BURLAP WILL BE
ACCEPTED.
PLAN 2. 4" SHREDDED HARDWOOD MULCH OR APPROVED
PLAN EQUAL.
IF 5 LAYERS OF BURLAP TO PROTECT
(D 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER
TRUNK. OF ROOT BALL -ROUGHEN SIDES OF TREE PIT.
FIVE 2" X 4" X 18" WOOD BATTENS. 4. 3" HIGH SOIL BERM TO HOLD WATER.
OA =OVERALL PALM 16. 0 5. TOPSOIL MIX BACKFILL.
i�_EIGHT (MEASURED SECURE BATTENS WITH 2- 3/4" CARBON 6. TREE WRAP.
TO TOP OF BUD) 0 STEEL BANDS TO HOLD BATTENS IN 7. 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE
PLACE. NO NAILS SHALL BE DRIVEN INTO (SEE GRADING PLAN).
CT =CLEAR TRUNK PALM. HEIGHT OF BATTENS SHALL BE 8. ROOT BALLS GREATER THAN 24" DIAMETER SHALL
(MEASURED TO LOCATED IN RELATION TO THE HEIGHT OF BE PLACED ON MOUND OF UNDISTURBED SOIL TO
PREVENT SETTLING ROOT BALLS SMALLER THAN 24"
BOTTOM OF 2 THE PALM FOR ADEQUATE BRACING. IN DIA. MAY SIT ON COMPACTED EARTH.
LEAF SHEATHS) (3) 2"X4"X8'SUPPORTS. NAIL (DRILL AN
@ 9� UNDISTURBED SUBSOIL.
NAIL IF NECESSARY) TO BATTENS AND 2"
3 (D 10. PREPARE PLANTING SOIL AS SPECIFIED.
GW =GRAY WOOD (D 4" STAKES. STAIN DARK BROWN. U.]
(IM-E—ASURED TO TOP 11. Tree Frog@ RBK40pt FOR UP TO 4" TREE CALIPER OR
OF HARDENED 0 4 3" SPECIFIED MULCH Tree Frog@ RBK60pt FOR GREATER THAN 4" AND UP
TRUNK) > TO 6" TREE CALIPER. REFER TO SITEWORK
BERM SOIL TO HOLD WATER. 0 2 SPECIFICATIONS FOR APPROVED MATERIALS AND
5 FINISH GRADE INSTALLATION REQUIREMENTS.
17
6 3
2X4X24" (MIN) P.T. WOOD STAKES (TYP.) �e I-
Z 7:
NAIL TO SUPPORT POLES. =) 2
uj
4
PREPARED PLANTING SOIL AS SPECIFIED.
uj
(SEE LANDSCAPE NOTES).
12" 5 NOTES
A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE
NOTES: APPROVED BY OWNER.
SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND
STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT
A. FINAL TREE STAKING DETAILS AND PLACEMENT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL.
C SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL
TO BE APPROVED BY OWNER. TO USE.
D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT
B. ALL TREE STAKING IS TO BE WITHIN MULCH BED 10
�0 AREA OUTSIDE TREE PIT. 8 E. ASSURE PERCOLATION OF ALL PLANTING PITS
C. CONTRACTOR SHALL ASSURE PERCOLATION OF
ALL PLANTING PITS PRIOR TO INSTALLATION - SECTION 9
SECTION REFER TO POOR DRAINAGE CONDITION DETAIL.
PALM PLANTING MULTI —TRUNK TREE PLANTING
SECTION / PLAN NTS SECTION/PLAN NTS
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SHEET NUMBER
L1.50
LLI
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2
GENERAL LANDSCAPE SPECIFICATIONS AND NOTES
A.
C.
91
A
F
G
SCOPE OF WORK
1 THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES
NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFIED
HEREIN.
2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE
OWNER.
PROTECTION OF EXISTING STRUCTURES
1 . ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR
ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL
DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE
OWNER.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES ACCORDING TO ALL REGULATORY AGENCY'S
STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN UNLESS THE WORK REQUIRES NOTHING
MORE THAN A DIRECT APPLICATION OF FDOT DESIGN STANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX 600 IS PROPOSED, THE
CONTRACTOR SHALL SUBMIT IN WRITING A STATEMENT INDICATING THE STANDARD INDEX AND PAGE NUMBER NO LESS THAN 10 BUSINESS
DAYS PRIOR TO START OF CONSTRUCTION. WHEN A DIRECT APPLICATION OF FDOT STANDARD INDEX 600 IS NOT ACCEPTABLE A PROJECT
SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A FLORIDA PROFESSIONAL ENGINEER WHO HAS SUCCESSFULLY
COMPLETED ADVANCED TRAINING IN MAINTENANCE OF TRAFFIC, AS DEFINED BY FDOT FOR APPROVAL BY THE COUNTY ENGINEER'S
REPRESENTATIVE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE
INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE
AND BASED ON INFORMATION FURNISHED BY THE OWNER OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED
IN THE FIELD. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH
INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND
DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE
THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE
CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION.
PROTECTION OF EXISTING PLANT MATERIALS
1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE,
CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING
INSIDE THE DRIP -LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP -LINE. NO MATERIALS SHALL BE
BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST
TO THE CONTRACTOR OF THREE HUNDRED DOLLARS ($300) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY
(20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6)
INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL
FOR TREES OVER FOUR (4) INCHES IN CALIPER.
2. SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE.
MATERIALS
1. GENERAL
MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL,
DELIVERY OF MATERIALS MAY COMMENCE.
MATERIAL SAMPLE SIZE
MULCH ONE (1) CUBIC FOOT
TOPSOIL MIX ONE (1) CUBIC FOOT
PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)
2. PLANT MATERIALS
a. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH
GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY.
ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL -BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND
SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE
SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE
NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S
REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE.
b. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF
BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH.
PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS
IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT.
c. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS
DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION
AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS
OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN
WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE.
SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX)
1 . CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW:
2. SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW.
CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT
INSTALLATION OPERATIONS COMMENCE.
a. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKIFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER;
REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY
DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT
DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0.
b. SAND SHALL BE COARSE, CLEAN, WELL -DRAINING, NATIVE SAND.
c. SOIL AMENDMENT (IF NEEDED PER SOIL TESTING) THE CONTRACTOR SHALL FURNISH AND INSTALL A 3" LAYER OF AMENDED PLANTING SOIL IN
ALL PLANTING BEDS, EXCLUDING SOD AREAS. THE AMENDED PLANTING SOIL SHALL BE COMPOSED OF 35% FERTICOMP 20% FLORIDA PEAT 45%
SANDY LOAM. THE AMENDED PLANTING SOIL SHALL BE MIXED INTO THE BEDS UPON PLANTING.
2. TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE
CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING (SUBMIT SOIL
TESTING RESULTS AFTER INCORPORATING AMENDMENTS TO DEMNSTRATE COMPLIANCE WITH SOIL QUALITY REQUIREMENTS.
WATER
1. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND
SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL
BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS
USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE
SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER.
WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
FERTILIZER
CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND
SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY -DERIVED.
FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
MULCH
1 . MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE
(3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). MULCH SHALL BE "FLORIMULCH," EUCALYPTUS MULCH, OR SIMILAR
SUSTAINABLY HARVESTED MULCH UNLESS SPECIFIED OTHERWISE.
2. PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED,
AND TREE PIT (6'MINIMUM) PLANTED UNDER THIS CONTRACT.
DIGGING AND HANDLING
1 . PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING.
PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES
OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT
("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS.
TYPICAL LANDSCAPE SPECIFICATIONS (FLORIDA
2. BALLED AND BURLAPPED (B&B), AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO
ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS
CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS.
3. PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT
DURING TRANSPORTATION AND PRIOR TO PLANTING.
4. PROTECTION OF PALMS: ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND
HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED
PER PALM PLANTING DETAIL.
5. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH
AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB -BASES.
J. CONTAINER GROWN STOCK
1 . ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY
ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION.
2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY
LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER
WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS.
3. ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED.
4. RPG= "ROOTS PLUS GROWER" CONTAINER PRODUCTS SHALL BE USED WHERE SPECIFIED.
K. COLLECTED STOCK
WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF
ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY.
L. NATIVE STOCK
PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY
RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING
SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW.
M. MATERIALS LIST
QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE
BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A
DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR
CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE.
N. FINE GRADING
1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH
GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE
NOTED.
2. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING
FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY
INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE.
3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS
ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE.
0. PLANTING PROCEDURES
1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR
OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS.
THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH
WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S
REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR.
2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND
TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES.
CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
3. SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB -BASE FROM
ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE
PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON -SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR
OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN
NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL.
4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS
BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE.
5. COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO
ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND
PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A
PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES
SHALL BE EXERCISED.
6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO
ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS.
7. ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS
SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL
TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR
LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL
BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL
PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED
LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS
RECOMMENDED.
8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES.
9. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS.
10. TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2)
INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY
TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING).
11. AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT
PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURIER'S RECOMMENDATION. PROVIDE PRODUCT
INFORMATION SUBMITTAL PRIOR TO INOCULATION.
12. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM
TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO
NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC_ SHALL BE REMOVED FROM THE SIDES AND TOPS OF
BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH.
13. TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE
PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL
PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST, IN ACCORDANCE WITH ANSI A-300.
14. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST.
MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOW ON PLANS, WHICHEVER IS GREATER. CULTIVATE
ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN
SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION.
15. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN
TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL
NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE
ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY.
16. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND -UP"
SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S
PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE -EMERGENT HERBICIDE
AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY)
P. LAWN SODDING
1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE
SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER.
2. ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH
OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT
MORE THAN ONE -HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE
FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE
REQUIRED GRADE.
3. PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA
THOROUGHLY.
4. SODDING
a. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT
LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE.
b. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM
WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND.
c. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE
EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH
STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY
USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP -DRESSING IS NECESSARY AFTER
ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE
OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE
INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY.
5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM
EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY
SWEATING OR EXCESSIVE HEAT AND MOISTURE.
6. LAWN MAINTENANCE
a. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF
ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING
REGRADING IF NECESSARY).
b. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR
TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING
RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY.
Q. CLEANUP
UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND
DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS
APPROVED BY THE OWNER'S REPRESENTATIVE.
R. PLANT MATERIAL MAINTENANCE
ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER
OPERATIONS (SUCH AS RE -STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR
UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE.
S. FINAL INSPECTION AND ACCEPTANCE OF WORK
FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING
TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE
LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND
ACCEPTANCE HEREIN DESCRIBED.
T. WARRANTY
1 . THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE
WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE
BY THE OWNER'S REPRESENTATIVE.
2. ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND
REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN
THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PROJECT SITE INCLUDING BUT NOT LIMITED TO WATERING OF
LANDSCAPE MOWING, BLOWING, EDGING, TRIMMING, PRUNING, WEEDING, SPRAYING OF PESTICIDES, FUNGICIDES AND HERBICIDES, FROM
CONSTRUCTION START THROUGH OWNER FINAL PROJECT ACCEPTANCE.
4. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR
SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES
BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS
WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A
PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE.
5. PALM INOCULATION: ALL PHOENIX GENUS AND BISMARKIA GENUS PALMS SHALL BE INOCULATED AGAINST LETHAL BRONZING PRIOR TO LEAVING
THE TREE FARM/NURSERY. CONTRACTOR SHALL PROVIDE PROOF OF INOCULATION AND CERTIFICATION THAT THE PALMS ARE HEALTHY AND
FREE OF ALL DISEASE. THE CONTRACTOR IS RESPONSIBLE FOR INOCULATION OF THE PALMS, ONCE PLANTED, TO THE END OF THE WARRANTY
PERIOD.
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RAIN BIRD R-VAN24 RD-06-S-P45-F-NP
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RAIN BIRD WR2-RC
WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN
SENSOR TRANSMITTER.
RAIN BIRD FS-100-P
1 IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING
RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE 1
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IRRIGATION NOTES
1 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, ETC. PRIOR TO BEGINNING WORK.
2. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO
BEGINNING OR CONTINUING WORK.
3. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF
THE LANDSCAPE ARCHITECT.
4. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE
RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT
REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS ORAPPROVALS.
5. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE
NECESSARY TO IMPLEMENT PLAN.
6. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL
NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEM MODIFICATION TO
BE POSSIBLE.
7. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFILOW PREVENTER INSTALLED.
8. WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY
BEYOND LANDSCAPE AREAS.
9. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE
CRITICAL ROOT ZONE OF ANY TREE.
10. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR
IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES.
11. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNER'S
REPRESENTATIVE.
12. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED.
13. CONTRACTOR TO PROVIDE PERMANENT BENCH -MARKS ON ALL CURB LINES AT RELATED SLEEVE LOCATIONS (TYP).
14. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOT DISTURBANCE IN EXISTING TREES.
15. IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROL VALVE CIRCUIT - LANDSCAPE BEDS AND
TURF ON SEPARATE CIRCUITS.
16. MATCH PRECIPITATION RATES WITH ANY HEADS THAT ARE REPLACED.
NOTE: IF SOURCE TO BE RECLAIMED (NON -POTABLE) ALL
EQUIPMENT TO BE INDICATED AS SUCH AND PURPLE IN COLOR.
FOLLOW ALL LOCAL JURISDICTION STANDARDS FOR
RECLAIMED IRRIGATION SYSTEMS.
IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL
NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC
INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL.
THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE
THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING
BUT N T LIMITED T AVAILABLE FL W, AVAILABLE PRE URE,
CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM.
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CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW! Know what's below.
DIAL 811 Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
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Page 30 of 60
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IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
QTY PSI
RAIN BIRD R-VAN-STRIP RD-06-S-P45-F-NP
GTO
TURF ROTARY, 8FT.-14FT. - AND HAND ADJUSTABLE MULTI -STREAM
13
ROTARY W/ RD1800 TURF SPRAY BODY ON 61N. POP-UP, WITH CHECK
LCS SST RCS
VALVE AND 45 PSI IN -STEM PRESSURE REGULATOR. FLOW SHIELD TECH.
1/21N. NPT FEMALE THREADED INLET. W/ NON -POTABLE PURPLE CAP.
RAIN BIRD R-VAN14 RD-06-S-P45-F-NP
TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND
ADJUSTABLE MULTI -STREAM ROTARY W/RD1800 TURF SPRAY BODY ON
152
14 ADJ 14 F
61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN -STEM PRESSURE
REGULATOR. FLOW SHIELD TECH. 1/21N. NPT FEMALE THREADED INLET.
W/ NON -POTABLE PURPLE CAP.
RAIN BIRD R-VAN18 RD-06-S-P45-F-NP
TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND
0 1 kp
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ADJUSTABLE MULTI -STREAM ROTARY W/RD1800 TURF SPRAY BODY ON
22
18 ADJ TF
61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN -STEM PRESSURE
REGULATOR. FLOW SHIELD TECH. 1/21N. NPT FEMALE THREADED INLET.
W/ NON -POTABLE PURPLE CAP.
RAIN BIRD R-VAN24 RD-06-S-P45-F-NP
TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND
90
ADJUSTABLE MU LTI-STREAM ROTARY W/RD1800 TURF SPRAY BODY ON
63
24 ADJ 24 F
61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN -STEM PRESSURE
REGULATOR. FLOW SHIELD TECH. 1/21N. NPT FEMALE THREADED INLET.
W/ NON -POTABLE PURPLE CAP.
INDOOR
COURTS
PROPOSED IRRIGATION CONTROLLER -
PROVIDE ELECTRICAL POWER & CONDUIT
FROM POWER SOURCE, BETWEEN
CONTROLLER & WATER METER AND TO ANY
ASSOCIATED APPURTENANCES.
CONTROLLER & �AIN SIENSOR TO BE LOCATED
OUTSIDE IN GREEN SPACE, SCREENED FROM
THE PUBLIC VIEW. AVOID OVERHEAD
OBSTRUCTIONS AND OVERSPRAY ASSOCIATE
D
WITH RAIN SENSOR.
CONTRACTOR TO PROVIDE CONDUIT AND
11 OV, SINGLE PHASE POWER FOR
CONTROLLER & 480V 3 PHASE POWER FOR
BOOSTER PUMP (SEE UTILITY PLAN).
A
A
- -- - - ------------------------
VIEWING
- - - ---------
AREA
NOT ALL NECESSARY SLEEVES SHOWN.
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INSTALL WHERE NECESSARY AND
COORDINATE WITH OTHER DISCIPLINES TO
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MATCHLINE; SEE SHEET L2.02
SYMBOL MAN U FACTU RER/MODEL/DESCRI PTION QTY
RAIN BIRD FS-100-P
1 IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING
RAIN BIRD XFDEP-09-12 DRIP RING 37
RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE 1
a
SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) I LXD I
RAIN BIRD XFDEP-09-12 DRIP RING - ORNAMENTAL 26
LXME2(P) I ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND
45
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFDEP-09-12
XFDE ON -SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE.
13,418 LF
0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12"
APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK
RESISTANT. USE XF INSERT FITTINGS.
45
SYMBOL
MAN U FACTU RER/MODEL/DESCRI PTION
QTY
RAIN BIRD PESB-PRS-D 1"
1 IN., 1-1/21N., 21N., 31N. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW
0
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE
REGULATING MODULE, AND SCRUBBER TECHNOLOGY FOR RELIABLE
45
PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.
FEBCO 825Y 1"
REDUCED PRESSURE BACKFLOW PREVENTER
RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12
Fc_�
48 STATION, TRADITIONALLY -WIRED, COMMERCIAL CONTROLLER. (1)
45
ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL -MOUNT
ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES.
RAIN BIRD WR2-RC
WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN
SENSOR TRANSMITTER.
OFFSET. INSTALL IN RAIN BIRD VALVE BOX
Fml WATER METER 1" 1
IRRIGATION MAINLINE: PVC SCHEDULE 40 1,987 LF
----------------
---------------- PIPE SLEEVE: PVC SCHEDULE 40 - LATERAL SLEEVE 501.9 LF
PIPE SLEEVE: PVC SCHEDULE 40 - MAINLINE SLEEVE 67.1 LF
FLOW TOTALS
Area for Dripline:
201.3
Drip Ring:
33.0
Turf Rotary:
218.5
Total:
452.9 GPM
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
Know what's below.
DIAL 811
Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC,
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Page 31 of 60
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SYMBOL
MANUFACTURER/MODEL/DESCRIPTION
QTY PSI
RAIN BIRD R-VAN-STRIP RD-06-S-P45-F-NP
GTO
TURF ROTARY, 8FT.-14FT. - AND HAND ADJUSTABLE MULTI -STREAM
13 45
ROTARY W/ RD1800 TURF SPRAY BODY ON 61N. POP-UP, WITH CHECK
LCS SST RCS
VALVE AND 45 PSI IN -STEM PRESSURE REGULATOR. FLOW SHIELD TECH.
1/21N. NPT FEMALE THREADED INLET. W/ NON -POTABLE PURPLE CAP.
RAIN BIRD R-VAN14 RD-06-S-P45-F-NP
TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND
ADJUSTABLE MULTI -STREAM ROTARY W/RD1800 TURF SPRAY BODY ON
152 45
14 ADJ 14F
61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN -STEM PRESSURE
REGULATOR. FLOW SHIELD TECH. 1/21N. NPT FEMALE THREADED INLET.
W/ NON -POTABLE PURPLE CAP.
RAIN BIRD R-VAN18 RD-06-S-P45-F-NP
TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND
0
ADJUSTABLE MULTI -STREAM ROTARY W/RD1800 TURF SPRAY BODY ON
22 45
18 ADJ TF
61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN -STEM PRESSURE
REGULATOR. FLOW SHIELD TECH. 1/21N. NPT FEMALE THREADED INLET.
W/ NON -POTABLE PURPLE CAP.
RAIN BIRD R-VAN24 RD-06-S-P45-F-NP
TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND
ADJUSTABLE MULTI -STREAM ROTARY W/RD1800 TURF SPRAY BODY ON
63 45
24 ADJ 24 F
61N. POP-UP, WITH CHECK VALVE AND 45 PSI IN -STEM PRESSURE
REGULATOR. FLOW SHIELD TECH. 1/21N. NPT FEMALE THREADED INLET.
W/ NON -POTABLE PURPLE CAP.
vo
WINS
MATCHILINE; SEE SHEET L2.01
---- ---- — — ----- -----
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MOVEABLE BLEACHERS
--- — -- — - -----
. . ....... .... ..........
- --------- -
. ...... ------ — -- - ------
WATER METER AND ASSOCIATED
PRE -FUNCTION PATIO
APPURTENANCES (BACKIFLOW, FLOW
SENSOR, MASTER CONTROL VALVE, ETC). ALL
EQUIPMENT TO BE LOCATED OUTSIDE IN
GREEN SPACE.
MAINLINE SHOWN FOR CLARITY. INSTALL
6" FROM B4O,C WHEN POSSIBLE
COORDINATE WITH OTHER DISCIPLINES TO
j
AVOID CONFLICTS (TYP).
a
OPEN SPACE
3,026 S.F.
OPEN SPACE
TS�66 S F
ALL DRIP ZONES TO HAVE MINIMUM 12"
SETBACK (CLEAR -ZONE) BETWEEN DRIPLINE
AND SOD EDGE
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SYMBOL
MAN U FACTU RER/MODEL/DESCRI PTION
QTY
1�illl
RAIN BIRD XFDEP-09-12 DRIP RING
37
RAIN BIRD XFDEP-09-12 DRIP RING - ORNAMENTAL
26
AREA TO RECEIVE DRIPLINE
RAIN BIRD XFDEP-09-12
XFDE ON -SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE.
13,418 LF
0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12"
APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK
RESISTANT. USE XF INSERT FITTINGS.
SYMBOL
MAN U FACTU RER/MODEL/DESCRI PTION
QTY
RAIN BIRD PESB-PRS-D 1"
0
1 IN., 1-1/21N., 21N., 31N. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE
REGULATING MODULE, AND SCRUBBER TECHNOLOGY FOR RELIABLE
PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS.
FEBCO 825Y 1"
REDUCED PRESSURE BACKFLOW PREVENTER
Fc7
RAIN BIRD ESPLXME2 W/ (3) ESPLXMSM12
48 STATION, TRADITIONALLY -WIRED, COMMERCIAL CONTROLLER. (1)
ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL -MOUNT
ENCLOSURE W/ (3) ESPLXMSM12 - 12-STATION EXPANSION MODULES.
RAIN BIRD WR2-RC
WIRELESS RAIN SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN
SENSOR TRANSMITTER.
I F
PROPERTY
LINE (TYP.)
RAIN BIRD FS-100-P
1 IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING
a
RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE
1
SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) I LXD I
LXME2(P) I ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND
OFFSET. INSTALL IN RAIN BIRD VALVE BOX
Fml
WATER METER 1"
1
IRRIGATION MAINLINE: PVC SCHEDULE 40
1,987 LF
----------------
----------------
PIPE SLEEVE: PVC SCHEDULE 40 - LATERAL SLEEVE
501.9 LF
PIPE SLEEVE: PVC SCHEDULE 40 - MAINLINE SLEEVE
67.1 LF
FLOW TOTALS
Area for Dripline:
201.3
Drip Ring:
33.0
Turf Rotary:
218.5
Total:
452.9 GPM
CALL 2 WORKING DAYS
BEFORE YOU DIG
IT'S THE LAW!
Know what's below.
DIAL 811
Call before you dig.
SUNSHINE STATE ONE CALL OF FLORIDA, INC,
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Page 32 of 60
TOP VIEW
FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:
REMOTE CONTROL VALVE:
ID TAG
WATERPROOF CONNECTION:
30-INCH LINEAR LENGTH OF WIRE, COILED
PRESSURE REGULATING QUICK CHECK BASKET
FILTER:
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND
PVC SCH 40 ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
GRAVEL
PVC SCH 80 NIPPLE, CLOSE
PVC SCH 40 TEE
PVC SCH 40 ELL
PVC SCH 40 FEMALE ADAPTOR
LATERAL PIPE
SIDE VIEW
COMMERCIAL CONTROL DRIP ZONE VALVE KIT
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90' ELL -PVC SCHEDULE
40
SCHEDULE 80 PVC
NIPPLE
MAIN LINE FITTING
MAIN SUPPLY LINE
NTS
WHERE APPLICABLE
I U INtA I UKIF Z�.U��LY t'UIIN I
0
NOTE:
(n
CONTRACTOR TO REFER TO IRRIGATION PLAN FOR
1. DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL
0-
LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE
BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES.
DRIPLINE SUPPLY CONNECTIONS. IF NOT SHOWN, INSTALL
0
L)
WITHIN ADJACENT GREEN AREA NOT IN A HIGHLY VISIBLE
2. DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP
AREA.
TUBING SHALL NOT BE INSTALLED IN A LONG
Y)
CONTINUOUS RUN.
3. CONTRACTOR TO REFER TO IRRIGATION PLAN FOR
Q)
LOCATION OF CONTROL VALVES THAT UTILIZE
D
MULTIPLE DRIPLINE SUPPLY CONNECTIONS (IF
SHOWN).
0
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PLAN
c
NTS
IRRIGATION CONTROLLER:
CONTROLLER (OWNER TO SPECIFY WALL MOUNT
OR STAINLESS STEEL PEDESTAL MOUNT). INSTALL
PER MANUFACTURER'S RECOMMENDATIONS.
JUNCTION BOX
1-INCH CONDUIT AND FITTINGS TO POWER
SUPPLY
POWER SUPPLY WIRE
2-INCH CONDUIT AND FITTINGS FOR STATION
WIRES
WIRES TO REMOTE CONTROL VALVES
NOTES:
1 . FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE
THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF
CONTROLLER AND TRANSITION LARGER VALVE AND COMMON
WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE
USED IN CONTROLLER.
2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC
CONDUIT FOR BELOW GRADE CONDITIONS.
3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE
GROUND RESISTANCE OF 10 OHMS OR LESS.
TYPICAL CONTROLLER
ELEVATION NTS
0
FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:
0
PVC SCH 40 TEE
PVC LATERAL PIPE
FILTERED DRAIN VALVE:
BRICK (1 OF 2)
(D
6-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
DRAIN VALVE
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INSTALLATION NOTES:
1, ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2. ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE
TYPICAL TRENCHING DETAILS.
TYPICAL THRUST BLOCK
SECTION
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SECTION NTS \�2
SECTION
CONCRETE CURB WHERE
APPLICABLE
ROADWAY/DRIVEWAY BASE
F_ TURF/PLANTING BED
TURF/PLANTING BED
METALLIC DISC
+
3'
MIN.
END OF SLEEVE
SHARED SLEEVE, WHERE APPLICABLE WITH
LATERALS & MAINLINE ONLY.
ALL WIRING IS SEPARATE CONDUIT.
TYPICAL SLEEVING
SECTION
3'
MIN.
INSTALLATION NOTES
1. 3000 PSI CONCRETE OR BETTER IS TO BE USED FOR THRUST BLOCKS.
2. FOR 45*/90' FITTINGS, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED.
3. FOR 22-1/2' FITTINGS, MINIMUM OF 0.5 CUBIC FEET OF CONCRETE TO BE USED.
4. FOR TEES, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. THRUST
BLOCKS REQUIRED FOR IRRIGATION MAINLINE 2 1/2" AND LARGER
THRUST BLOCK REINFORCEMENT
NTS SECTION
TURF GRASS
VALVE BOX LID
FINISH GRADE
Y2" AIR RELIEF VALVE:
TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE
BARB X MALE THREAD CONNECTOR:
Y2" X Y," PVC REDUCER BUSHING
BARB X FEMALE THREAD CONNECTOR:
Y2" BLANK DRIPLINE TUBING:
PVC TEE CONNECTED TO PVC HEADER PIPE
3" MINIMUM DEPTH OF
Y4" WASHED GRAVEL
BRICK (1 OF 2)
NTS
MAIN SUPPLY,
LATERAL, AND MAIN SUPPLY 120 VOLT IN CONDUIT
LATERAL WIRING
WIRING
12" MIN 18" MIN 18" MIN 12" MIN 12" Mil 12" MIN
LATERAL
METAL DETECTABLE
MARKING TAPE
WIRING
MAINLINE
N
METALLIC DISC
END OF SLEEVE ALL 120 VOLT WIRING IN
NTS
CONDUIT TO BE INSTALLED IN
ACCORDANCE WITH LOCAL
10,
CODE.
ALL PLASTIC PIPING TO BE SNAKED IN
TRENCHES AS SHOWN.
ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
TAPE AND BUNDLE WIRING AT 10 FT.
INTERVALS
TYPICAL TRENCHING
SECTION / PLAN
NTS
FINISHED
GRADE/TOP
OF MULCH
LATERAL PIPE
NOZZLES
. ........... .
6" CLEAR
POP-UP SPRAY SPRINKLER ON
6"OR 12" RISER (UNLESS
SPECIFIED PER IRRIGATION
SCHEDULE
SCH 40 SWEEP ELBOW
1/2" FLEX PIPE, LENGTH AS NEEDED
LATERAL TEE
NTS
TYPICAL IRRIGATION HEAD
SECTION NTS
Lu Lu
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BUBBLER NOZZLE AS SPECIFIED.
PVC SLIP -THREAD ADAPTOR.
WATER WELL AS PER
PLANTER DETAIL.
--FINISHED GRADE.
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w
0
0
-i
Lu
12" IPS FLEX HOSE WITH PVC
FLEX GLUE AND PRIMER 5'
LENGTH MIN. 7
PVC SLIP -THREAD ADAPTER.
PVC LATERAL LINE.
NOTE: BUBBLER SHALL NOT BE PLACED AT
TRUNK FLARE.
TYPICAL BUBBLER
SECTION
NTS
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SHEET NUMBER
L2.50
Page 33 of 60
LLI
BI-LINGUAL LAWNBOSSTM
RECLAIMED WATER WARNING SIGN
AND STAKE (BY RECYCLE
REMINDERS - PART# K-9493, COLOR
PURPLE) TO BE UTILIZED WHERE
INDICATED ON PLANS. CONTRACTOR
TO INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
WWW.RECYCLEREMINDERS.COM
RECLAIMED WATER WARNING SIGN
ill = V,
IRRIGATION SYSTEM NOTES:
1. THE IRRIGATION MAINLINE LAYOUT IS DIAGRAMMATIC. ANY CHANGES MADE IN THE IRRIGATION MAINLINE DUE TO FIELD CONDITIONS OR CONTRACTOR'S SUBMITTED DESIGN SHALL BE IN ACCORDANCE WITH THESE STANDARDS.
2. SET SPRAY HEADS 6" AND ROTORS 12" IN FROM BACK OF CURB OR 24" IF PAVEMENT HAS NO CURB.
3. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL. THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM
ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING BUT NOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM.
4. CONTRACTOR TO PROVIDE NEW AUTOMATIC CONTROLLER FOR PROPOSED SYSTEM (NO BATTERY OPERATED CONTROLLERS ALLOWED). COORDINATE LOCATION WITH OWNER.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AUTOMATIC RAIN SENSOR. COORDINATE LOCATION W/ OWNER.
6. IRRIGATION SHALL NOT BE COMBINED ON A SINGLE ZONE AND SHALL BE ZONED ACCORDING TO IRRIGATION TYPE, PRECIPITATION RATE, AND THE SYSTEM'S AVAILABLE WATER / PRESSURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER FOR REVIEW PRIOR TO INSTALLATION.
7. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS -CONTRACTOR SHALL FIELD VERIFY.
8. CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION.
9. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON -SITE.
10. CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD -TO -HEAD IRRIGATION.
11. CONTRACTOR SHALL PROVIDE "AS -BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT.
12. PRODUCTS SHALL BE AS SPECIFIED OR APPROVED EQUAL.
PRE -APPROVED MANUFACTURERS:
1. TORO
2. HUNTER
3. RAINBIRD
13. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE
JURISDICTION.
14. LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED WITHIN SCH. 40 PVC 2x SIZE OF PIPE AND FREE OF STONES/DEBRIS. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS.
15. MAINLINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE.
16. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES.
17. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS -BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS -BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR
WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES.
18. ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SCH. 40 PVC SLEEVES. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.
19. NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK
PROGRAM DESIGNATION.
20. THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE.
21. ELECTRIC SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR.
22. ALL 24 VAC WIRING FROM DECODER TO VALVE SHALL BE OF DIRECT BURIAL COPPER WIRE. MAXIMUM LENGTH OF WIRE FROM DECODER TO VALVE SHALL NOT EXCEED 400 FEET. AS FOLLOWS:
CONTROL WIRES - #14
COMMON WIRES - #14
23. ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN NDS VALVE BOXES AS FOLLOWS
-RECTANGULAR 12"X17 HEAVY DUTY BOX. (PURPLE COVER FOR REUSE TO BE PROVIDED WHERE APPROPRIATE).
24. ALL IRRIGATION HEADS/DRIP TUBING SHALL BE LOCATED ONE (1) FOOT FROM BACK OF CURB WHEN NEXT TO A ROADWAY. (THIS SHALL NOT INCLUDE PARKING AREAS OR DRIVE AISLES).
25. HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHOWN, BUT ARE NECESSARY FOR A FULLY FUNCTIONING IRRIGATION SYSTEM.
26. LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF T-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT
OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB.
27. IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE.
28. ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. DRIPLINE SHALL PROVIDE 0.9 GPH EMITTERS, 12" O.C. WITH 12" LINE SPACING ATA MINIMUM.
29. ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. IF REQUIRED, ALL WIRING FOR A TWO WIRE PATH SHALL BE WITH RED/BLUE TWISTED PAIR 14 AWG. ELECTRIC CONTROL LINES FROM THE DECODER TO THE SOLENOID VALVES SHALL BE TWISTED PAIR 18 AWG. ALL
DECODERS SHALL BE GROUNDED EVERY 1,000 L.F. OR EVERY 10 DEVICES. ALL WIRE SHALL BE FURNISHED IN MINIMUM 2,500'REELS AND SPLICING SHALL BE MINIMIZED. BURY SPLICE KIT. ALL 24 VOLT WIRING SHALL BE DONE IN ACCORDANCE WITH EXISTING CODES. SPLICING SHALL BE IN VALVE BOXES OR CONTROLLERS ONLY. IRRIGATION
SYSTEM CONTROL SHALL BE TWO WIRE PATH. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S REQUIREMENTS FOR THIS INSTALLATION. TWO WIRE SYSTEM SHALL HAVE 2-WAY COMMUNICATIONS FIELD PROGRAMMABILITY, STATION SPECIFICATIONS AND INTEGRATED SURGE PROTECTION.
30. ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 21r" ELECTRICAL CONDUIT.
31. SMALLEST DIAMETER LATERAL PIPE SHALL BE 3/4".
32. IRRIGATION SYSTEM SHALL BE CAPABLE OF SUPPLYING AN AVERAGE OF 1.05" OF WATER PER WEEK WITHIN WATERING RESTRICTIONS AS APPLICABLE.
33. IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING, OR PRESERVED PLANT COMMUNITIES. DO NOT TRENCH THROUGH EXISTING ROOT SYSTEMS OF ANY VEGETATION INTENDED TO BE PRESERVED.
34. CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS.
35. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN.
36. IRRIGATION PIPING INSTALLED UNDER ROADS AND SIDEWALKS SHALL BE IN SCHEDULE 40 PVC SLEEVING AT 2X THE PIPE SIZE. ALL SLEEVING SHALL BE FREE OF STONES AND DEBRIS.
37. IRRIGATION SOURCE TO BE EITHER WELL, POTABLE, OR NON -POTABLE WATER. IRRIGATION CONTRACTOR TO VERIFY SOURCE PRIOR TO DESIGN.
38. POINT OF CONNECTION TO BE DETERMINED BY OWNER. IRRIGATION SYSTEM CONNECTIONS TO THE LOCAL JURISDICTION SERVICE SHALL COMPLY WITH ALL APPLICABLE CODES.
39. IRRIGATION CONNECTION MAY REQUIRE BACKFLOW PREVENTION, VERIFY WITH LOCAL JURISDICTION.
40. IRRIGATION SYSTEM SHALL COMPLY WITH THE LOCAL JURISDICTION LAND DEVELOPMENT CODE.
TYPICAL SCHEMATIC IRRIGATION NOTES
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SHEET NUMBER
L2.51
Page 34 of 60
IWIIII
MA-I-N BU-I-L-DING #1-N-ORTH ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
(2 MAIN BUILDING #1 NORTH ELEVATION (PARTIAL) -
Scale: 1/8"=V-0"
33'-8"
LOWPONT OF PARAPET
28'-10 "'
4
LOWPOINTOFROOF 4"k
01-01,
GRADE 10k
RIM
GENERAL NOTES
Iml 1 1111 1
mum-11111pluml
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
RIM01,
IIIII-DA -01 well, 111011M
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3. KINGSPAN LOLITE RAL5011 MICRO RIV
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4. KINGSPAN DENIM RAL5014 FLUSH PANEL
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5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
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LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
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Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
#1
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Scale: 1/8"=V-0"
Page 35 of 60
a
38'-0"
HIGH POINT OF PARAPET
33'-8"
LOW POINT OF PARAPET
-----------------------------
32'-8"
HIGH POINT OF ROOF
14'-0"
TOP OF 2ND FfboR -------- -------------
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MAIN BUILDING #1 EAST ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
MAIN BUILDING #1 EAST ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
18
GENERAL NOTES
INDOOR PICKLEBALL CENTER
MAIN BUILDING
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
4019101 WI-11 arm 0.111 to AD I I ll�
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
38'-0" 2,864 S.F. PATIO MAIN LEVEL
HIGH POINT OF PARAPET'�?L 2,864 DECK 2ND LEVEL
33'-8" TOTAL 5,7 2 8 S.F.
LOW POINT OF PARAPET 4k
3Z-8"
HIGH POINT OF ROOF KEY NOTES
1. KINGSPAN GOOSEWING GRAY RAL08070
05 TEXTURED PANEL OR SIMILAR
471-011 1 77'-11" 1 191-8" 1 Sf-61'
MAIN BUILDING #1 EAST SIDE PLANE CHANGES (PARTIAL)
Scale: 1/8"=V-0"
141-6t' 31-6t' [ 61-Ot' ------ [-IT-O" ----------- ----------------------------- 2�1-1-10f' 31-411 121-011 76'-11"
mm
MAIN BUILDING #1 EAST SIDE PLANE CHANGES (PARTIAL)
Scale: 1/8"=V-0"
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3. KINGSPAN LOLITE RAL5011 MICRO RIB
PANEL OR SIMILAR
14'-0
TOPOF2NDFLOOR --4h� 4. KINGSPAN DENIM RAL 5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
01-
GRA 7. SW 6244 NAVAL BLUE - PAINTED STRIPE
2t-011
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
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Project 25-129
Date 8/20/25
Scale 1/811=11-011
Sheet
BUILDING
#1
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Page 36 of 60
Imm
701-011
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.1 MAIN BUILDING #1 SOUTH ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
AM, MAIN BUILDING #1 SOUTH ELEVATION (PARTIAL)
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Scale: 1/8"=V-0"
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38'-0"
HIGH POINT OF PARAPET
33'-8"
LOW POINT OF PARAPET
32'-8"
HIGH POINT OF ROOF
14'-0"
TOP OF 2ND FLOOR
01-011
GRADE 10L
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GENERAL NOTES
Iml 1 1111 1
mum-11111pluml
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 913 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
lowur, IT, 04"
1& 0 0
- _g -UA
�Ilum ZA I Le ON91 ]ON I in's V-0 ilk 19 Wei ON 1 176111 MA I I WI-11
3. KINGSPAN LOLITE RAL5011 MICRO RIV
P
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
(3)
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Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
#1
E LEV
Scale: 1/8"=V-0"
Page 37 of 60
GENERAL NOTES
30'-2 3/4" rll\ _u/
/ -u3 / r-U3 INDOOR PICKLEBALL CENTER
4
T6 28'-10
P OF PARAPIT
M A I N B U I L D I N G
LOWPOINTOFROOF
01-011
GRADE
18
a-M
Scale: 1/8"=V-0"
A4 Fil 10 1 on -to] IIQ 10 100,23 qViTURI safty/04 I [00ll vil 294, 1 [341
Scale: 1/8"=V-0"
LLJ
u
a
C?
22f-811 481-911 221-811 481-911 221-8"
1-1
80
MAIN BUILDING #1 WEST SIDE PLANE CHANGES (PARTIAL)
m
m
Scale: 1/8"=V-0"
MAIN BUILDING #1 WEST SIDE PLANE CHANGES (PARTIAL)
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
Lu 1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
u
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
35--0" 2,864 S.F. PATIO MAIN LEVEL
ROOF 2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
1. KINGSPAN GOOSEWING GRAY RAL08070
05 TEXTURED PANEL OR SIMILAR
14'-0"
TOPOF 2ND FLOOR
a -� ga
3. KINGSPAN LOLITE RAL5011 MICRO RIV
P
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
(3)
0
CC
6
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
#1
E LEV
Scale: 1/8"=V-0"
Page 38 of 60
34'-6"
HIGH POINT OF PAROET
30'-4"
LOW POINT OF PARAPET
29'-10"
HIGH POINT OF ROOF
14' -0"
\V—TWOF 2ND F—LOOR --------------
m
W-w
- - - - - - - - - - - -
-----------
-
-
L
-
---------- ----------
-----------
-----------
----------
--------
----------
I
----------
LEM
I -------
----
-----
[
L
-H-=
11�
Q
I
11
-AL
IF
L-1
L-ILL
--l-
------------------------ -
am
34'-6"
H1 H P NT OF PARAPET
30'-4"
LOW POINT OF PARAPET
27'-7"
LOW POINT OF ROOF
14'-0"
TOPOF2NDFLOOR
01-01,
GRADE
Scale: 1/8"=V-0"
0
---------------
141-511
GENERAL NOTES
34'-6"
HIGH POINT OF PARAPET INDOOR PICKLEBALL CENTER
30'-4"
LOW POINT OF PARAPET'OL
MAIN BUILDING
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
11470 S.F. PATIO MAIN LEVEL
1 .470 DECK 2ND LEVEL
—14'-0" TOTAL 2,9 5 0 S.F.
TOP OF 2ND FLOOR
SECONDARY BUILDING
R AIR (ALL INTERIOR)
21,264 S.F.
- 01-01T
GRADE
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
81-2f'
1. KINGSPAN GOOSEWING GRAY RAL08070
05 TEXTURED PANEL OR SIMILAR
2. KINGSPAN GOOSEWING GRAY RAL 080 70
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
op PANEL OR SIMILAR
�D
4. KINGSPAN DENIM RAL 5014 FLUSH PANEL
OR SIMILAR
BANQUET HALL BUILDING #3 NORTH SIDE PLANE CHANGES
43'-0"
Scale: 1/8"=V-0"
Scale: 1/8"=l'-O"
Scale: 1/8"=l'-O"
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
LUCRS
DEVELOPMENT
1818 Lake Roberts Landing Dr.
Winter Garden L 34787
697-,9F
(407) 616
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
3
E LEV
Page 39 of 60
I
371-T
10'-8" ;-' 1, ill-911
BANQUET HALL BUILDING #3 SOUTH ELEVATION
1,3'-0" 1, 111-111, 12'-0"
Scale: 1/8"=V-0"
mm
mrsa
GENERAL NOTES
Iml 1 1111 1
mum-11111pluml
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
RIM
IIIIII-DA -01 well, 111011M
�W I ZA I La ON91 %III M I V-0 ilk IN ON OVIN17111 MA I I w-TO
3. KINGSPAN LOLITE RAL5011 MICRO RIB
PANEL OR SIMILAR
BANQUET HALL BUILDING #3 SOUTH SIDE PLANE CHANGES 4. KINGSPAN DENIM RAL5014 FLUSH PANEL
Scale: 1/8"=V-0" OR SIMILAR
BANQUET HALL BUILDING #3 WEST ELEVATION
Scale: 1/8"=V-0"
511-8t'
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
34'-6"
Hk�k 5bi NT OF
30'-4" 8. KINGSPAN JET RAL 9005 SMOOTH FACE
LOW POINT OF PARAPET PANEL OR SIMILAR
----------------- 29'-10"
LOWPOINTOFROOF 9. KINGSPAN GOOSEWING GRAY RAL 080 70
05 SMOOTH PANEL OR SIMILAR
BANQUET HALL BUILDING #3 WEST SIDE PLANE CHANGES
Scale: 1/8"=l'-O"
14'-0"
TOPOF 2ND FLOOR
01-01,
GRADE Qk
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
(3)
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
3
E LEV
Page 40 of 60
33'-4"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
29'-10"
HIGH POINT OF ROOF
01-01,
GRADE
30'-8"
4k HIGH POINT OF PARAPIT
28'-2"
LOW POINT OF PARAPIT
28'-2"
LOW POINT OF ROOF
01-01,
4L GRADE
- ------------------------------------------------------------------
----------------
I
Scale: 1/8"=l'-O"
If
rim".1
30'-8" -&'
HIGH POINT OF PARAPIT "v
28'-2"
LOW POINT OF PARAPIT
28'-2"
LOW POINT OF ROOF
we "I
=17
GENERAL NOTES
imisimou'll
=10,11111110-1113",
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
WAD
1& 0 0
- _g _uJ
�Ilum ZA I Le ON91 ]ON I in's V-0 ilk 19 Wei ON 11611 MA I I WI-11
3. KINGSPAN LOLITE RAL5011 MICRO RIB
PANEL OR SIMILAR
BUILDING #2 NORTH SIDE PLANE CHANGES 4. KINGSPAN DENIM RAL 5014 FLUSH PANEL
Scale: 1/8"=V-0" OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
BUILDING #2 SOUTH ELEVATION
91wom
IT11 M
Scale: 1/8"=l'-O"
BUILDING #2 SOUTH SIDE PLANE CHANGES
oni
33'-4"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
29'-10"
HIGH POINT OF ROOF
01-01,
GRADE
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
0)
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
#2
E LEV
Scale: 1/8"=V-0"
Page 41 of 60
Page 42 of 60
GENERAL NOTES
101m,
30'-8"
TOP OF PARAPIT
28'-2"
bw Pol NT OF ROOF
01-01,
GRADE
LLi
u
a
BUILDING #2 WEST ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
BUILDING #2 WEST ELEVATION (PARTIAL)
I
111-21f
Scale: 1/8"=l'-O"
151-011
BU-ILD-ING #2 WEST S-IDE PLANE CHANGES (PARTIAL)
151-011 1, 191-011 1 L 151-Ot' 1, 19t-011 L 341-Ot' I, 151-Ot'
191-011
Scale: 1/8"=V-0"
151-Ot'
BUILDING #2 WEST SIDE PLANE CHANGES (PARTIAL)
I
111-211
151-011
331-011
Jim 111511111111111 molooLligno
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
Lu 1,470 S.F. PATIO MAIN LEVEL
z
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
u
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
28'-2"
____/--TdP-bF PARAPIT
28'-2"
LOW POINT OF ROOF
191-01f
U-i
or
m
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
KEY NOTES
MAN
1& 0 0
3. KINGSPAN LOLITE RAL5011 MICRO RIV
P
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT- PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
C
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CL
Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
#2
E LEV
Scale: 1/8"=V-0"
Page 43 of 60
KEY NOTES
MAIN BUILDING #1 NORTH ELEVATION
MAIN BUILDING #1 SOUTH ELEVATION
Scale: 1/8"=V-0"
Scale: 1/8"=V-0"
2. KINGSPAN GOOSEWING GRAY RAL08070
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
PANEL OR SIMILAR
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
101 �, INTHISIMA 3:1 ME Eel = a a u I 19 � IWI
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
33'-8"
LOW POINT OF PARAPET
28'-10 "'
4 .................................. ijj[]�
Lo POINTOFROOF
01-01,
GRADE
38'-O"_
HIGH POINT OF PARAPET
33'-8"
LOW POINT OF PARAPET
32'-8"
HIGH POINT OF ROOF
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
(3)
0
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14'-0" �:l nnc? 4a
TOP OF 2NDI 001, Project 25-129
Date 8/20/25
Scale 1/8 11=11-011
w,
Sheet
Page 44 of 60
KEY NOTES
38--0"
HIGH POINT OF PARAPET
3T-8"
LOW POINT OF PARAPET
32'-8"
HIGH POINT OF ROOF
14'-0"
foi5bF21\11DFLb R
0 _0
GRADE
MAIN BUILDING #1 EAST ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
MAIN BUILDING #1 EAST ELEVATION (PARTIAL)
Scale: 1/8"=V-0"
2. KINGSPAN GOOSEWING GRAY RAL08070
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
PANEL OR SIMILAR
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
101 �, INTHISIMA 3:1 ME Eel = a a u I 19 � IWI
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
(3)
0
cr_
4--)
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
Page 45 of 60
KEY NOTES
4L
30'-2 314"
TOP OF PARAPIT
At'
'F
103,,
2&- 4
LOWPOINTOFROOF
m
r--�
.1 MAIN BUILDING #1 WEST ELEVATION (PARTIAL)
Scale: 1/8"=l'-O"
MAIN BUILDING #1 WEST ELEVATION (PARTIAL)
Scale: 1/8"=l'-O"
2. KINGSPAN GOOSEWING GRAY RAL08070
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
PANEL OR SIMILAR
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
101 INTHISIMA 3:1 ME Eel = a a u I 19 � IWI
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
(3)
0
cr_
4--)
a ummom
CID
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
Page 46 of 60
34'-6"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
- ---------
29'-10"
HIGH POINT OF ROOF
14'-0"
TOP OF 2ND FLOOR
34'-6"
HIGH POINT OF PARAPET
30-4-
Lb W- POINT OF PARAPET�
27�-7"
LOW POINT OF ROOF
14'-0"
TOP OF 2ND FLOOR
ffs, "I
m
BANQUET HALL BUILDING #3 NORTH ELEVATION
1 Scale: 1/8"=V-0"
BANQUET HALL BUILDING #3 EAST ELEVATION
i Scale: 1/8"=V-0"
ANQUET HALL BUILDING #3 EAST ELEVATION
3 Scale: 1/8"=V-0"
34'-6"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
29'-10"
LOW POINT OF ROOF
14'-0"
TOP OF 2ND FLOOR
34'-6"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
27'-7"
LOW POINT OF ROOF
14'-0"
TOP OF 2ND FLOOR
01-011
-6 —RA D E
34'-6"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
14--0"
TOP OF 2ND FLOOR
01-011
GRADE
KEY NOTES
1. KINGSPAN GOOSEWING GRAY RAL08070
05 TEXTURED PANEL OR SIMILAR
2. KINGSPAN GOOSEWING GRAY RAL 080 70
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
PANEL OR SIMILAR
4. KINGSPAN DENIM RAL 5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
6. SW 6843 HOT - PAINTED STRIPE
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL 080 70
05 SMOOTH PANEL OR SIMILAR
cr_
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Ln
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4-1
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
ELEV
COLOR
El
Scale: 1/8"=V-0"
01-011
GRADE
Page 47 of 60
KEY NOTES
HIGH P - IT-4"
biNT OF PARAPET
30'-4"
LOW POINT OF PARAPET
Al 29'-10"
,�F HIGHPOINTOFROOF
01-01,
GRADE
30'41
H�NT OF PARAPIT
28'-2"
LOW POINT OF MRAPIT
28'-2"
LOW POINT OF ROOF
m
BUILDING #2 NORTH ELEVATION
BUILDING #2 SOUTH ELEVATION
Scale: 1/8"=V-0"
30'-8"
HIGH POINT OF PARAPIT
28'-2"
LOW POINT OF PARAPIT
28'-2" Aw
LOW POINT OF ROOF
01-01,
GRADE
33'-4"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
29'-10"
HIGH POINT OF ROOF
01-OIT
GRADE
2. KINGSPAN GOOSEWING GRAY RAL08070
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
PANEL OR SIMILAR
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
101 �, INTHISIMA 3:1 ME Eel = a a u I 19 � IWI
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
COLOR
E LEV
Scale: 1/8"=V-0"
KEY NOTES
33'-4"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
29'-10"
HIGH POINT OF ROOF
01 -01,
'%F----GRADE-
BUILDING 2 EAST ELEVATION PARTIAL
BUILDING 2 EAST ELEVATION PARTIAL
Scale: 1/8"=V-0"
Scale: 1/8"=V-0"
Am & FA 0
2. KINGSPAN GOOSEWING GRAY RAL08070
05 MICRO RIB PANEL OR SIMILAR
3. KINGSPAN LOLITE RAL 5011 MICRO RIB
PANEL OR SIMILAR
4. KINGSPAN DENIM RAL5014 FLUSH PANEL
OR SIMILAR
5. KINGSPAN LOLITE RAL 5011 SMOOTH
PANEL OR SIMILAR
191 �, INTHISIMA 3:1 ME Eel = a a u I I I � IWI
7. SW 6244 NAVAL BLUE - PAINTED STRIPE
8. KINGSPAN JET RAL 9005 SMOOTH FACE
PANEL OR SIMILAR
9. KINGSPAN GOOSEWING GRAY RAL08070
05 SMOOTH PANEL OR SIMILAR
33'-4"
HIGH POINT OF PARAPET
30'-4"
LOW POINT OF PARAPET
29'-10" 4k
HIGH POINT OF ROOF
01-011
GRADE ilk
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
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Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
COLOR
E LEV
Page 49 of 60
GENERAL NOTES
Jim 1 1111 1
mum-11111pluml
UNDER AIR (ALL INTERIOR)
53,175 S.F. MAIN LEVEL
13,583 S.F. 2ND LEVEL
TOTAL 66,758 S.F.
OUTDOOR SPACE
1,470 S.F. PATIO MAIN LEVEL
1,470 DECK 2ND LEVEL
TOTAL 2,9 5 0 S.F.
SECONDARY BUILDING
UNDER AIR (ALL INTERIOR)
21,264 S.F.
TOTAL 21,264 S.F.
OUTDOOR SPACE
NONE
BANQUET HALL
UNDER AIR (ALL INTERIOR)
7,714 S.F. MAIN LEVEL
1,600 S.F. 2ND LEVEL
TOTAL 9,3 14 S. F.
OUTDOOR SPACE
2,864 S.F. PATIO MAIN LEVEL
2,864 DECK 2ND LEVEL
TOTAL 5,7 2 8 S.F.
BUILDING 2 WEST COURTS - EAST ELEVATION PARTIAL
Scale: 1/8"=I'-O"
Fee
Scale: 1/8"=l'-O"
LUCRS
DEVELOPMENT
1818 Lake Roberts Landinbpr,
Winter Garden, FL 347
(407) 697_9616
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Project 25-129
Date 8/20/25
Scale 1/8 11=1 1-0 11
Sheet
BUILDING
COLOR
E LEV
Page 50 of 60
CITY OF OCOEE
NOTICE OF PUBLIC HEARING TO CONSIDER AN
APPLICATION FORA LARGE-SCALE PRELIMINARY/FINAL SITE PLAN
OCOEE PICKLEBALL COMPLEX - VASANT SPORTS LLC
CASE NUMBER: LS-2025-005 (SAGE # 2025-0015)
NOTICE IS HEREBY GIVEN, pursuant to Article IV, Section 4-3A(3)(b), of the
City of Ocoee Land Development Code, that on TUESDAY, SEPTEMBER 9,
2025, 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 an
application for a Large -Scale Preliminary/Final Site Plan for the Ocoee Pieldeball
Complex - Vasant Sports LLC to be located on three (3) lots assigned parcel ID
#s 21-22-28-3093-04-000, 21-22-28-3093-03-000 and 21-22-28-3093-06-000.
Combined, the sub�ject property contains approximately 6.08 acres and is generally
located on the west side of Jacob Nathan Boulevard at the terminus of Matthew
Paris Boulevard. The subject properties are addressed at 1100, 1050, and itioo Ja-
cob Nathan Boulevard. The applicant is proposing a pickleball complex that would
consist of indoor recreation, dining, event space, and retail uses,
Interested parties may appear at the public hearing and be heard with respect to
the proposed action. The complete case file may be inspected at the Ocoee Devel-
opment Services Department, located at I North Bluford Avenue, Ocoee, Plorida,
between the hours of 8:00 a.m. and 5:00 p.m., Monday through Friday, except for
legal holidays. The Planning and Zoning Commission may continue the public hear-
ing to other dates and times as it deems necessary. Any interested party shall be
advised that the dates, times, and places of any continuation of these or continued
public hearings shall be announced during the hearings and that no further notices
regarding these matters will be published. You are advised that any person who de-
sires to appeal any decision made during the public hearings ,vill 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 testimony and evidence upon which the
appeal is based. Persons with disabilities needing assistance to participate in any of
the proceedings should contact the City ClerWs Office 48 hours in advance of the
meeting at (407) 905-3105.
August 28, 2025 25-02336W
Page 51 of 60
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 Zoning Manager Whitfield at 407-554-7079
for additional information or questions,
Under Construction
District 1 - Scott R. Kennedy
Project Name & General Location
Project Description
Status
Large -Scale Final Site Plan for up
COMMERCE 429 FKA BELTWAY
to 480,500 SIF of Light
429 FKA PROGRESS
Industrial/Warehouse uses located
1
COMMERCEPARK
within six (6) buildings.
100% complete
Sage #2021-0051
CO issued on
39.97 acres
6/24/25
1290 Ocoee Apopka Road
OCOEE CROWN POINT MIXED-
Under Construction
2
USE DEVELOPMENT
Large -Scale Final Site Plan for
Sage #2022-0050
2012 Ocoee Apopka Road
mixed -use consisting of Multifamily
60% complete for
16.19 acres
and Retail
buildings and
sitework
MAGNOLIA RESERVE
Under Construction
+
3
TOWNHOMES
Large -Scale Final Subdivision Plan
Sage #2022-0057
Proposing Townhome Subdivision
18 of 48 (37.5%)
2199 West Road
with a minimum living area of 1,500
5.08 acres
SF
Townhomes have
received CO
Under Construction
OCOEE VILLAGE CENTER
227 of 232 (97.8%)
TOWNHOMES
Large -Scale Preliminary/Final
townhomes have
10711 N Lakewood Ave
Subdivision Plan for 232 — 2-story
received CO
34.48 acres
Townhome units
District 2 - Rosemary Wilsen
11 P a g e
Page 52 of 60
DARREN CENTER
1
9961 W Colonial Drive
Small -Scale Site Plan
100% complete for
7.06 acres
18,302 SF Medical & Professional
Sitework and
Office
Building.
ROCKET CHIMP OFFICE
Under Construction
+
2
Sage #2023-0035
300 N. Bluford Avenue
Small -Scale Site Plan for a 3,137
9 80% complete for
0.91 acres
SF Office Building
building and
sitework
SIRI OFFICE BUILDING
3
Sage #2023-0008
0 100% complete for
3872 Old Winter Garden Road
Small -Scale Site Plan for a 28,000
Sitework and
1.25 acres
SF Office Building
Building.
0 CO issued
8/29/2025
District 3
- Richard Firstner
409 OCOEE APOPKA ROAD PUD
Sage #2021-0035
Large -Scale Preliminary/ Final Site
* 100% Complete
409 Ocoee Apopka Road
Plan for two Industrial Warehouse
0 CO issued on
4.76 acres
Buildings totaling 61,797 SF
6/30/25
429 BUSINESS CENTER PHASE
Under Construction
11 EAST
Sage #2022-0054
Large -Scale Final Site Plan for
Buildings at 90%
2
448 Corporate Park Road
three (3) one-story buildings
completion
11.21 acres
totaling 126,402 SF
Sitework at 85%
completion
429 BUSINESS CENTER PHASE
Under Construction
11 WEST
Sage #2022-0055
Large-scale Final Site Plan for a
Building at 90%
510 Corporate Park Road
one-story building consisting of
completion
3
5.90 acres
70,720 SF
Sitework at 80%
completion
02B KIDS
Under Construction
Sage #2022-0023
Small -Scale Site Plan for a 10,970
4
880 Bluford Avenue
SF Day Care Facility and a 6,000
Building and
2.48 acres combined
SF Medical Office Building
sitework at 80%
completion
2 1 P a g e
Page 53 of 60
Under Construction
THE REGENCY
Sage #2023-0015
Large -Scale Final Site Plan for 300
Sitework and
5
1601 Maguire Road
Multifamily units and 7000 SF of
Buildings at 25%
16.68 acres
Retail
completion
Developer is using
Private Providers
District 4 - George Oliver III
EVEREST REHABILITATION
HOSPITAL AKA OCOEE
100% complete for
1
LANDINGS COMMERCIAL
Large -Scale Site Plan for a 39,817
Sitework and
SF, single -story, Rehabilitation
Building.
1842 E. Silver Star Road
Hospital
CO issued on
5.12 acres
6/19/2025
RESERVE AT LAKE MEADOWS
Sage #2021-0043
Under Construction
2
2149 Lauren Beth Avenue
A Large -Scale Final Subdivision
18.58 acres
plan for 46 single-family homes
Only model home
under construction
WYNWOOD PHASE 3 & 4 FKA
Under Construction
+
CLRM
Large -Scale Preliminary/Final
3
Sage #2023-0024
Subdivision Plan to construct 187
37 of 186 (19.9%)
56 63 acres
single-family residential lots
single-family homes
Phase I & 2 Complete
have received CO
District 1 - Scott R. Kennedy
Project Name & General Location
Project Description
Status
OCOEE VILLAGE CENTER
NEW GROCERY AND FUEL Large -Scale Final Site Plan for a
STATION 48,585 S F Grocery Store with a 10 Under 4th Review
Sage #2024-0047 Pump Fuel Station, including a
N Lakewood Ave 1,618 SF Convenience Store
7.99 acres
3 1 P a g e
Page 54 of 60
SPRING HILL SHOPPING PLAZA
2
Sage #2025-0025
Pre-App meeting
1500 Wurst Rd
Small -Scale Site Plan for the
held on July 22,
Parcel # 09-22-28-8242-02-140
expansion of the existing building
2025.
0. 63 acres
0 Pending new
submittal.
District 2 - Rosemary Wilsen
750 S. BLUFORD AVE.
Sage #2025-0017
Small -Scale Site Plan for an
0 16t Review
1
750 S. Bluford Ave.
existing building for Site
comments sent on
Improvements to the parking lot
August 4, 2025.
9 Pending Resubmittal
2
OCOEE OAKS JOINT VENTURE
Sage #2023-0021
* Approved
201 S. Clarke Rd.
Large -Scale Final Subdivision Plan
0 Pending Pre-
12.59 acres
Construction
Meeting
OCOEE PICKLEBALL
Final Site Plan under
Sage #2025-0015
2nd Review
3
1100, 1050, 1000 Jacob Nathan Blvd.
Indoor Pickleball Complex with 26
Preliminary on
6.08 acres
Courts
agenda for 09/09
PZC & 09/16 CC
meeting
O'REILLY'S OCOEE
Sage #2024-0039
Approved
4
1891 E. Silver Star Road
Small -Scale Site Plan for a 7,246
Awaiting Site Work
5.06 acres
SF O'Reilly Auto Parts store
Permit & Building
Permit
VALIANT REALTY GROUP
Sage #2024-0051
Comments sent on
5
112 S. Bluford Ave.
Small -Scale Site Plan for a 7,843
July 10, 2025.
Parcel # 17-22-28-5504-02-040
SF Office Building
Pending new
.24 acres
submittal.
District 3 - Richard Firstner
I
CAMBRIA SUITES AT OCOEE
Received final staff
Sage #2024-0021
Large -Scale Final Site Plan for a
approval
924 Maguire Road
six -story, 118-roorn Hotel
On the consent
2.61 acres
agenda for the 09/16
CC meeting
4 1 P a g e
Page 55 of 60
FLOORING AMERICA STORAGE
BUILDING
Sage #2023-0034 Small -Scale Site Plan for a 13,700
10897 West Colonial Dr. SF Warehouse Building
2.95 acres
LAKE LILLY POINT
PROFESSIONAL CENTER
Sage #2025-0018
Old Winter Garden Road
4.17 acres
OCOEE PLAZA
Sage #2025-0029
41, 51, & 96 Maguire Rd
3.64 acres
Small -Scale Site Plan for 14,174
SF Professional/Medical Office
Building
Large -Scale site Plan to construct
three (3) buildings consisting of
office, warehouse, and retail.
PALM DRIVE RETAIL FACILITY
Sage #2024-0052 Small -Scale Site Plan for a 15,000
Palm Drive SF Retail/Office Building
Parcel # 18-22-28-0000-00-109
1. 65 acres
YARD TRASH RECYCLING
FACILITY
Sage #2024-0049
1601 Maguire Road
Parcel # 07-22-28-0000-00-021
9.91 acres
GARDENIA POINTE
Sage #2025-0009
Clarke Road/A. D. Mims Road
37.37 acres
Project Name & General Location
Small -Scale Site Plan
Large -Scale Preliminary
Subdivision Plan
Project Description
District 1 - Scott R. Kennedy
• 5th Review
Comments sent on
August 4, 2025.
• Pending resubmittal
1st Review
Comments sent on
July 9, 2025.
Awaiting resubmittal
1st review comments
sent on August 21,
2025.
Awaiting resubmittal
2nd review
comments sent on
July 24, 2025.
Pending resubmittal.
4th review comments
sent on July 25,
2025.
Pending resubmittal.
• 1st Review
comments sent on
July 29, 2025.
• Pending resubmittal
Status
5 1 P a g e
Page 56 of 60
OCOEE VILLAGE CENTER
1st Review
NW PARCEL 1
Large -Scale Final Site Plan for
comments sent
Sage #2024-0046
three (3) Retail Buildings, with a
December 17, 2024
1
N Lakewood Ave
3.97 acres
total of 26,570 SF
Awaiting resubmit
for 2nd review
THE FALLS AT WINTER LAKE
FKA MIXED -USE @ FULLERS
CROSS RD & OCOEE APOPKA
Large -Scale Preliminary Site Plan
2nd Review
comments sent June
2
RD
for mixed -use consisting of
14,2024
Sage #2022-0006
Apartments and Commercial
* Awaiting resubmittal
Fullers Cross Road
17.96 acres
District 2 - Rosemary Wilsen
OCOEE GATEWAY
* ls' Review
Sage #2023-0033
CPA and Rezoning from PUD-LDR,
Comments sent
9714 White Road
and PUD-COMM to PUD-LDR,
November 13, 2023
Parcel # 21-22-28-0000-00-021
PUD-MDR, PUD-HDR, and PUD-
Awaiting Resubmittal
Parcel # 21-22-28-0000-00-029
Comm
69.29 acres
2
CITY CENTER WEST ORANGE,
0 2nd Review
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
Awaiting resubmittal
1.26 acres
for 31d Review
OCOEE GATEWAY
3
Sage #2024-0042
City Commission
1100, 1050, 1000 Jacob Nathan Blvd.
Determination for Vested Rights
Meeting: January 7,
Parcel # 21-22-28-0000-00-021
2025 (was continued
Parcel # 21-22-28-0000-00-029
per applicant)
69.29 acres
District 3 - Richard Firstner
Page 57 of 60
OCOEE REGIONAL SPORTS
COMPLEX
Sage #2025-0008
Parcel # 07-22-28-0000-00-001
Large-scale preliminary Site Plan
Parcel # 07-22-28-0000-00-023
on about 150 acres, for a multi -use
1st Review
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,
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
2
OCOEE VILLAGE
04/01/2024
Sage #2022-0020
Large -Scale Final Site Plan, for two
0 Site has had three
Franklin Street
(2) two-story Buildings with 72,712
(3) pre -application
Parcel # 18-22-28-0000-00-025
SF for Office/Retail.
meetings since the
5.77 acres
last round of
comments on
different site -concept
plans
606 SPORTS TRAINING
3
Sage #2024-0005
Large-scale Final Site Plan for a
Not Active
606 Ocoee Apopka Road
one-story 52,800 SF sports training
5.19 acres
facility
4
INSPIRATION TOWN CENTER &
LUXURY HOMES
Large -Scale Preliminary & Final
Site/Subdivision Plan proposing 90
Not Active
Excellence Circle
luxury townhomes, with four
9 acres
commercial buildings
5
INSPIRATION
2nd Review
Sage #2024-0030
Plat — Phase 2
Comments sent on
Excellence Circle
Platting 30 Parcels to 47 Resulting
January 29, 2025
9 acres
Parcels
Pending resubmittal
for 3rd review
District 4 - George Oliver III
7 1 P a g e
COVINGTON OAKS
* Approved for
Sage #2024-0024
Final Subdivision Plan for
Construction on
1
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
SHOPPES ON THE BLUFF
2
Sage #2024-0013, 2024-0045
Small -Scale Site Plan to construct
9 2nd Review comment
9251 Clarcona Ocoee Road
two retail buildings totaling 23,052
sent on March 17,
Parcel # 33-21-28-0000-00-023
square feet
2025.
Parcel # 04-22-28-0000-00-012
9 Pending resubmittal.
4.29 acres
HOWARD MEADOWS
Sage #2023-0032 Final Subdivision Plan for Not Active
8708 A. D. Mims Road Six (6) Single -Family Residential
2.25 acres Lots
Project Name & General Location I Project Description I Status
1
WEST DELAWARE STREET
PROPERTY AKA TOM'S PLACE
Sage #2024-0002
W Delaware St.
Parcel # 17-22-28-6144-04-031
1.0 acre
Plat creating (3) three parcels from
one (1) parcel
Approved
Plat Recorded
WEST ORANGE MEDICAL
Sage # 2023-0006
3442 Old Winter Garden Road
Plat for an 11,800 SF Medical
2
3462 Old Winter Garden Road
Office
Approved
Parcel # 29-22-28-0000-00-028
Parcel # 29-22-28-0000-00-036
1.21 acres combined
WEST ORANGE SURGERY
* Approved for
3
CENTER
Construction
Sage #2022-0005
Small -Scale Site Plan for an 11,500
0 Pending Pre-
3422 Old Winter Garden Road
SF Surgery Center
Construction
Parcel # 29-22-28-0000-00-030
Meeting
1.26 acres combined
Page 59 of 60
AQUASONIC CAR WASH
4
Sage #2024-0034
Small -Scale Site Plan, 4,400 SF
Approved for
Clarke Road
Car Wash
construction
Parcel # 21-22-28-6328-00-070
1. acres
LAKE LOTTA GROVES
5
Sage #2024-0058
Complete
1190 S. Clarke Rd.
Replat
Plat has been
3.39 acres
recorded
District 3 - Richard Firstner
District 4 - George Oliver III