CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project...
Transcript of CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project...
Orange County Concurrency Management System
2012/2013
Annual Capacity Availability Report
Remaining capacity as of June 30, 2011 and projected capacity through June 30, 2012
COMMUNITY, ENVIRONMENTAL & DEVELOPMENT SERVICES DEPARTMENT
FISCAL & OPERATIONAL SUPPORT DIVISION
Acknowledgement of Contributors
This report was produced by the Orange County Community, Environmental & Development Services Department with data and analyses regarding level of service standards and capacity availability provided by the Community, Environmental & Development Services Department, Public Works Department, Utilities Department, Central Florida Regional Transportation Authority (LYNX) and Orange County Public Schools.
Listed below are those who assisted with providing information and recommendations.
Community, Environmental & Development Services Department Matt Suedmeyer, Manager, Parks & Recreation
Bill Thomas, Planner III Mirna Barq, Project Manager
Ivelisse Torres, Assistant Project Manager
Public Works Department Michael Drozeck, Senior Engineer
Utilities Department Jim Becker, Manager, Solid Waste
Christine Doan, Chief Engineer
Central Florida Regional Transportation Authority (LYNX) Lisa Darnall, Chief Operating Officer
Jerry Ocasio, Passenger Service Planner
Orange County Public Schools Andrew T. DeCandis, Senior Director of Planning and Governmental Relations
Julie Salvo, Senior Administrator
Table of Contents INTRODUCTION
Purpose of Document ............................................................................. 1
Summary of Capacity and Demand ......................................................... 3 Recommendations ................................................................................... 9
EVALUATION OF LEVELS OF SERVICE AND CAPACITY
Mass Transit ......................................................................................... 13 Exhibit 1: Map of LYNX Transit Routes Exhibit 2: LYNX Monthly Ridership Information Exhibit 3: LYNX Average Daily Ridership Information Exhibit 4: I-Ride Trolley Ridership Information
Parks .................................................................................................... 17 Exhibit 5: Map of Current Orange County Parks
Potable Water ....................................................................................... 21
Reclaimed Water ................................................................................... 25
Roadways ............................................................................................. 27 Exhibit 6: Inventory of County’s Major Roadways Exhibit 7: List of Failing Road Segments Exhibit 8: Map of Failing Road Segments Exhibit 9: Orange County 2025 Long-Range Transportation Plan
Schools ................................................................................................. 31 Exhibit 10: School Permanent Program Capacity Methodology Exhibit 11: Map of OCPS Schools Exhibit 12: OCPS School Enrollment Tables
Solid Waste .......................................................................................... 35 Exhibit 13: Solid Waste Tonnage Projections Exhibit 14: Aerial of Orange County Landfill
Stormwater ........................................................................................... 37
Wastewater ........................................................................................... 41 Exhibit 15: Map of Orange County Utilities 5-year CIP Plan
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Purpose of Document Orange County is required under its Concurrency Management Ordinance (Chapter 30, Article XII, Orange County Code) to produce an Annual Capacity Availability Report (Section 30-613). This document reports the capacity of public facilities based on minimum level of service (LOS) standards adopted in the Orange County Comprehensive Plan (CP). For 2013, the County has adopted minimum LOS standards for the following public facilities or services: mass transit, parks, potable water, roadways, schools, solid waste, stormwater and wastewater. The term “concurrency” has its roots in growth management legislation contained in Chapter 163.3177(3) (a) 3, Florida Statutes, which allows that public facilities and services needed to support development be available concurrent with the local impact of such development. Orange County Code therefore requires the annual reporting of demands from development permitting activity and existing capacity for these facilities to the Board of County Commissioners. For purposes of this report, existing capacity is defined as the total available, encumbered, and reserved capacities for each facility. Permitting activity is also included when calculating available capacity. This report includes capacity used in the preceding year and available capacity for each concurrency-related facility as of June 30, 2012. Applications for concurrency determinations are processed through a central office and are evaluated to ensure capacity is available to meet minimum LOS standards. Capacity banks are maintained for all facilities to track permitted and reserved capacity. In addition, measurements of demand/usage are conducted annually for each area to monitor changes in activity. Available capacity for mass transit, parks, roadways, and schools is reserved for each applicant on a first-come-first-served basis to ensure development approvals at time of permitting. If a development meets concurrency exemption criteria, the project is evaluated when submitted for review and processed accordingly. If a development does not meet exemption criteria and capacity is not available for roadways or schools, applicants have sixty calendar days from the issuance of a capacity encumbrance denial letter to submit an application to mitigate the deficiencies through one of the options available under Section 30-585 of the Concurrency Management Ordinance. Orange County established an Alternative Mobility Area (AMA) in the Comprehensive Plan to help promote urban infill development and redevelopment. As of August 31, 2009, projects located within the AMA are no longer required to meet roadway concurrency requirements, but must meet certain mobility standards depending on the development’s trip generation and proportional impact on roadway facilities. These areas may be expanded in the future depending on public transit needs and future development trends. Although state legislation made concurrency provisions optional for those government agencies that had not adopted concurrency under their
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development services section, Orange County decided to retain its Concurrency policies as part of the development review process. The County is currently working on enhancements to the Concurrency Management System to streamline and better account for the infrastructure needed to support new development while decreasing the waiting times for the development community. This report provides an overall synopsis of the standard levels of service required for each facility and how these levels are currently being met. The measurements that are used vary by facility type and the analyses by which they are met vary as well. Therefore, this report will explain the method used to analyze current levels of service for each type of concurrency, identify any deficiencies, and convey information needed for planning purposes to help determine the estimated capacity of public facilities needed to accommodate future growth.
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Summary of Capacity and Demand Level of Service (LOS) standards for mass transit, parks, potable water, roadways, schools, solid waste, stormwater and wastewater are established and monitored during the year to ensure that sufficient capacity is available for each type of facility to support approved development. Necessary enhancements to facilities are programmed in the capital planning process depending on the demand for additional capacity required in specific areas as determined by each Department in accordance with County policies and approvals. During 2012, Orange County maintained capacity as defined by the adopted LOS standards for mass transit, parks, potable water, solid waste, stormwater, and wastewater. There are some deficiencies on roads that will be addressed within five years. Schools also have deficiencies that will be corrected within the next five years with the exception of seventeen backlogged schools that will be addressed in the 10-year comprehensive plan. After review, it is determined that available capacity within the County is adequate for most applicable facilities and services with the exception of some failing road segments and some deficient schools in 2013. Mass Transit The current minimum LOS standard for Mass Transit is 73,500 person trips per weekday. This includes services provided by the central Florida Regional Transportation Authority also known as LYNX and the International Drive Master Transit and Improvement District (IDMTID). IDMTID operates the I-Ride trolley in the International Drive Resort Area. The Mass Transit LOS was met in 2012, providing an average of 99,323 person trips per weekday in ridership, and is projected to meet demand in 2013. In addition, various alternatives to meet concurrency requirements for transportation through increased use of transit are being incorporated into the Comprehensive Plan and Land Development Code. Orange County is anticipating that growth will require higher capacity transit modes in the future that must be supported by mobility options, and is therefore currently working in coordination with METROPLAN to implement the SunRail System. This project will be operational in two phases. The first phase is scheduled for 2014 and will operate from Debary to Sand Lake Road. The second phase is planned for 2016 and will extend the system south to Poinciana and north to Deland. Other projects needed for future demands will be evaluated and developed for implementation in coordination with METROPLAN’s Regional Transit Vision Plan. Parks The Concurrency Management System establishes a minimum capacity of 1.5 acres of activity-based parks and trails per 1,000 residents of the unincorporated area and a minimum of 6.0 acres of resource-based parks per 1,000 residents of the unincorporated area. The existing 2012 Parks LOS for activity-based parks is 2.03 acres per 1,000 residents and for resource-based parks is 16.97 acres per 1,000
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residents, well above the required LOS. The projected LOS for 2013 is also estimated to remain above the minimum required level of service. The LOS measure for Parks includes only park facilities owned by Orange County and does not include those owned by private developments. Potable Water Potable water has an adopted minimum capacity of 350 gallons of potable water per day per equivalent residential unit (gpd/ERU). An ERU is estimated as the single-family residential population of 335,631 divided by the average person per household of 2.73. In 2012, the current average daily flow demand is 244 gpd/ERU. However, there is existing surplus capacity to handle an increased amount of water flow if needed. The existing wellfield capacity for 2012 was 191.7 million gallons per day (mgd) while 90.7 mgd is the existing demand, leaving a surplus of 101.0 mgd. The water treatment capacity for 2012 was 151.9 mgd while 90.7 mgd is the current demand, leaving an available surplus of 61.2 mgd. Reclaimed Water One of the options made available to conserve potable water is the use of reclaimed water. Orange County does not have a mandated LOS for reclaimed water, but its use is relevant to the potable water and wastewater sections as an important solution for water conservation. The county uses 100% of its reclaimed water collected at the Eastern, South, and Northwest water reclamation facilities (WRFs). Total projected reuse system capacity for 2013 is 78.0 mgd while 60.0 mgd is the projected reclaimed water supply, leaving a capacity surplus of 18.0 mgd. Roadways Adopted LOS standards for roadways are being maintained and vary according to road system type. Each LOS measure is accounted for by the quality of service a particular road provides during peak hours of travel time. Minimum LOS standards were being met for most facilities through the middle of 2012, but out of approximately 250 roads in the Orange County roadway network, 10 County roads with 11 road segments and 9 State roads with 16 segments currently have a failing LOS. Actual capacity for each road segment and projected demand is shown in attached exhibits. Deficiencies will be considered or otherwise addressed in annual updates of the Capital Improvements Element of the County’s Comprehensive Plan. In addition, the inclusion of Transportation Concurrency Exception Areas (TCEA’s) or Alternative Mobility Areas (AMA’s) in the County may allow deficiencies in roadway capacity to be met through alternative options for mobility within those areas. On August 31, 2009, an AMA became effective in Orange County, eliminating requirements for roadway concurrency for developments located within the specified areas. As an alternative, applicants are asked to customize development sites to allow for necessary mobility requirements both on-site and in the surrounding
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vicinity. Various options for mobility enhancement other than roadway improvements can be considered for the project to better match user needs with the unique conditions of the site. Mobility standards do not apply if the proposed development generates fewer than 10 new average daily trips. Failing segments for the Orange County roadway network are listed below: Lake Underhill Rd from Oxalis Ave to Goldenrod Rd
Lake Underhill Rd from Goldenrod Rd to Madeira Ave
Orange Ave from Osceola County Line to Town Center Blvd
Palmer Ave from Park Ave to Lakemont Ave
Reams Rd from Cast Dr to Old Reams Rd
N Park Ave / Rock Springs Rd from Martin Rd to Welch Rd
Sand Lake Rd from Dr. Phillips Blvd to Turkey Lake Rd
Turkey Lake Rd from Vineland Rd to Conroy-Windermere Rd
University Blvd from Dean Rd to Rouse Rd
Winter Garden-Vineland Rd from Apopka Vineland Rd to Buena Vista Dr
McCulloch Rd from Lockwood Blvd to N. Tanner Rd In addition, there is a number of failing road segments under the jurisdiction of the State of Florida. These segments will be submitted to the state for review in order to coordinate the improvement of deficiencies that currently exist on those roads. These segments are listed below:
Alafaya Tr from Seminole County Line to University Blvd
Aloma Ave from Semoran Blvd to Tangerine Ave
Aloma Ave from Tangerine Ave to Seminole County Line
Central Florida Greeneway from Colonial Dr to University Blvd
Colonial Dr (W) from Lake County Line to Florida's Turnpike
Colonial Dr (W) from N Apopka Vineland Rd to Hiawassee Rd
Lake Underhill Rd from Anderson St to Conway Rd
Maitland Blvd from Orange Blossom Tr to Forest City Rd
Maitland Blvd from Forest City Rd to Maitland Summit Blvd
Maitland Blvd from Maitland Summit Blvd to Lake Destiny Dr
Maitland Blvd from Lake Destiny Dr to Wymore Rd
Maitland Blvd from Wymore Rd to Maitland Ave
Orange Blossom Tr from Western Bltwy to Plymouth Sorrento Rd
Sand Lake Rd from Kirkman Rd to John Young Pkwy
Sand Lake Rd from Orange Blossom Tr to Winegard Rd
Interstate 4 from Osceola County Line to Beachline Expy
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Schools School capacity standards established by Orange County Public Schools vary by Concurrency Service Area (CSA). Each CSA is divided into school type (e.g., elementary, middle and high) and is accounted for by student seats available. The minimum adopted LOS standard for elementary school types is 110% utilization and the minimum adopted LOS standard for middle and high school types is 100% utilization. Minimum LOS standards are being met for most schools except for five elementary school service areas, nineteen middle schools and seven high schools. Schools with existing deficiencies are listed below along with their current LOS:
Elementary Schools LOS Elementary CSA C 126% Elementary CSA DD 119% Elementary CSA H 112% Elementary CSA U 145% Elementary CSA V 120%
Middle Schools LOS Apopka Middle School Avalon Middle School
105% 135%
Bridgewater Middle School 123% Chain of Lakes Middle School 121%
Conway Middle School 115% Corner Lake Middle School 123% Freedom Middle School 102% Glenridge Middle School 108% Gotha Middle School 148% Hunter’s Creek Middle School 116% Lakeview Middle School 114% Lee Middle School 118% Maitland Middle School 102% Meadow Woods Middle School 109% Ocoee Middle School 108% Piedmont Lakes Middle School 103% Robinswood Middle School 125% Southwest Middle School 101% Wolf Lake Middle School 103%
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High Schools LOS Cypress Creek High School 152% Dr. Phillips High School 154% Freedom High School 116% Timber Creek High School 110% University High School 102% Olympia High School 101% West Orange High School 103%
Solid Waste
The solid waste LOS standard establishes a minimum of 6.0 pounds of refuse per day per person. The County provides solid waste services including landfill service to residential citizens and businesses located in the unincorporated area. The Orange County landfill has a fifty-year useful life and the services are self-financed by user fees generated from providing the service. Total tons delivered to the landfill in 2012 was 765,903, which was a 2% decline from the 2011 level. The total projected for 2013 is 782,750 tons. Solid waste facilities are financed by debt secured through solid waste revenues, so the adopted levels of service were met in 2012 and will be maintained in 2013. Stormwater
The adopted minimum LOS standard for Stormwater varies by facility and is accounted for by anticipated facility performance in amount of years rather than a per capita figure. All development and road projects are required to provide a drainage plan designed to County standards. Subdivision regulations contain minimum storm water design requirements, including the requirements to retain the first one-half inch of run-off or run-off resulting from the first inch of rainfall, whichever is greater. This requirement improves the quality of stormwater discharge. There are regulations regarding degradations and drainage retention to ensure water quality and adequate capacity are maintained. By following all regulations and promoting good stormwater practices, the County will continue to manage its stormwater facilities and meet projected capacity demands in compliance with concurrency requirements. Wastewater
Orange County Utilities (OCU) has sufficient treatment capacity at its existing Water Reclamation Facilities (WRF’s) to accommodate projected wastewater flows for 2013. The wastewater LOS standard is based on the estimated demand per residential unit at the OCU WRF’s. The current minimum LOS is 300 gallons per day per estimated residential unit (gpd/ERU). The current wastewater treatment capacity is of 74.5 million gallons per day (mgd) for all wastewater processed while 60.0 mgd is projected for 2013, leaving an available surplus of 14.5 mgd. Although when looked at as a whole there is a surplus of treatment capacity, each facility has specific flow capacities that vary by location. All of Orange County facilities will have enough capacity to handle demand in 2013.
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Recommendations Recommendations that support department objectives to maintain or enhance the County’s ability to meet future demands for capacity and meet level of service (LOS) standards are included in this section. Overall, indicators of increased demand for facilities such as population growth, employment, and housing starts are projected to remain constant through 2013 and trend upwards in 2014. However, funding issues remain a concern for roadways, transit and parks programs due to tax reform initiatives and low development activity through 2012. In addition, reductions in the levels of transportation Proportionate Share funds and road impact fees in 2012 continue to be a concern for 2013 and beyond. Funding these capacity needs will be addressed through the Capital Improvement Element update process, which establishes the financial requirements of maintaining LOS requirements. Mass Transit In the future, it is expected that mass transit will play a more significant role in achieving the County’s growth management objectives for meeting quality of life standards related to transportation needs. Therefore, it is recommended that an updated LOS standard be established in the future in order to support the additional traffic that may be generated. However, due to low economic conditions in the past years, the LOS standard will not be updated at this time. Review and analysis is provided to the County for concurrency determinations by LYNX to ensure state regulations are met regarding agency reviews. These analyses allow more accurate capacity banks to be maintained that can be integrated with roadway capacity to ensure levels of service for mobility are tracked comprehensively. Overall, mass transit improvements should eventually be measured by sectors or districts to address mobility deficiencies in order to support transit-oriented development. Other options should also be considered, such as mitigation banking, to encourage and direct development that supports transit into specified areas. Parks Current activity in County-owned parks has been steadily increasing over time. Although the County is meeting its general LOS standards for activity- and resource-based parks, a concurrency determination process has been established to include more comprehensive capacity analyses of park areas. These analyses will allow more area-specific capacity banks to be created and maintained over time. In addition, stricter guidelines can be implemented as needed in order to ensure an equitable distribution of parks facilities. Specifically, capacity needs should be analyzed and eventually established by sector or district so that capacity in underdeveloped areas of the County is not used to allow for concurrency approvals in congested areas without adequate facilities. Finally, due to potential funding restrictions resulting from property tax reform initiatives, it is recommended that funding sources for park facilities be monitored closely to ensure that financial resources are maintained to meet minimum LOS standards.
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Roadways Legislative changes regarding revisions to transportation concurrency laws may affect mandated levels of service for roads in urban areas. The implementation of Transportation Concurrency Exception Areas (TCEA’s), or Alternative Mobility Areas (AMA’s), within unincorporated Orange County will have a financial impact on funding availability for road projects in those areas since applicants for new development will be allowed to meet capacity standards for existing mobility through improvements to transit and pedestrian related infrastructure rather than through Proportionate Fair-Share agreement payments. In the future, AMA’s may be replaced with larger TCEA’s within the Urban Service Area; thus, the geographical area where mobility standards are required may be expanded. Included with this report are exhibits that describe existing roadway conditions. Remaining deficiencies will be taken into consideration in the development of the Capital Improvements Element of the Comprehensive Plan and a description of planned improvements or projected conditions will be provided in that document during future updates. It is recommended that continued improvements to information technology in the County be supported to ensure that capacity projections and funding requirements for roadway deficiencies and mobility options are closely integrated in the development of capital budgets. In addition, continued efforts to incorporate the use of transit in capacity analyses for transportation concurrency reviews should be supported in order to promote transit development opportunities across the region. Schools Schools with deficits in available seats have been identified by Orange County Public Schools (OCPS). In 2012, five elementary school service areas, nineteen middle schools and seven high schools are operating below the minimum LOS standard, i.e., their existing utilization percentage exceeds their adopted LOS. OCPS’s Capital Outlay Plan for new schools identifies solutions to address some of the deficiencies by 2016. However, one elementary school service area, twelve middle schools, and five high schools are classified as backlogged, meaning the Capital Outlay Plan solutions occur after 2017. These schools are listed below:
Elementary Schools LOS Elementary CSA DD 119% Middle Schools LOS Avalon Middle School 135% Bridgewater Middle School 123% Chain of Lakes Middle School 121% Conway Middle School 115% Corner Lake Middle School 123% Glenridge Middle School 108%
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Middle Schools LOS Gotha Middle School 148% Hunter’s Creek Middle School Lake Nona Middle School
116% 106%
Lee Middle School 118% Maitland Middle School 102% Robinswood Middle School 125% High Schools LOS Cypress Creek High School 152% Dr. Phillips High School 154% Freedom High School 116% Timber Creek High School 110% University High School 102%
Therefore, it is recommended that OCPS continue to track capacity availability and requirements for maintaining LOS standards to ensure concurrent facilities are maintained regardless of any legislation that may remove sanctions against local governments for not doing so. Stormwater The concurrency review process for stormwater impacts from development should be strengthened moving forward to ensure sustained services concurrent with growth. Increased mapping of flood plain areas and the creation of a new GIS layer for Stormwater management have been accomplished in order to better understand and manage flood potential and water quality issues in the future. These information requirements for stormwater are now a major priority for the technology development program to provide efficiency and cost-savings to the process and assist with inventory assessments. Increased funding through an established revenue source may become necessary eventually to ensure Stormwater concurrency for future development. Utilities Services: (Potable Water, Reclaimed Water, Solid Waste and Wastewater) The analysis included in this report resulted in no identified needs in 2013 for additional capacity related to potable water, reclaimed water or solid waste in Orange County’s service area. All water permit allocations, reclaimed water reuses, and the landfill will have sufficient capacity to handle projected demand in 2013. OCU should continue to actively support programs that further implement reclaimed water irrigation, promote conservation of water to reduce potable water demand, and support current recycling programs implemented by the County to reduce the volume of solid waste and promote “Green Government”.
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Mass Transit Orange County’s Comprehensive Plan and adopted Concurrency Management System establishes a mass transit minimum capacity of 73,500 person trips per weekday as the level of service (LOS) standard upon which development will be measured and permits issued (Transportation Element 2.1.3). This number represents seventy-five percent (75%) of the mass transit person trips that were available system-wide as of December 1999. The existing mass transit services within Orange County are provided by the Central Florida Regional Transportation Authority, commonly known as LYNX, and the International Drive Master Transit and Improvement District (IDMTID), which operates the I-Ride Trolley. LYNX services a tri-county area consisting of Orange, Seminole, and Osceola Counties—with the majority of service being provided within Orange County. Small portions of Lake, Polk and Volusia counties are served as well. The I-Ride Trolley services a specifically defined area within the International Drive Resort Area. The LYNX transit system consists primarily of traditional fixed-route bus service and paratransit service, which is provided on demand to eligible riders through ACCESS LYNX, VanPlan, NeighborLink, and other Special shuttles. LYNX operates 71 transit routes or “links” system-wide, with 61 of these routes providing service within Orange County. See Exhibit 1 for a map of LYNX routes in Orange County. These routes are operated with a fleet of 270 vehicles. The total fixed-route and paratransit ridership for LYNX in FY 2012 was 28,182,929 and 1,053,422 person trips, respectively. See Exhibit 2 for a table on LYNX monthly ridership. The average weekday ridership for FY 2012 was 89,229 fixed-route trips and 4,134 paratransit trips. See Exhibit 3 for a table on LYNX average daily ridership. The I-Ride Trolley operates two routes primarily along the International Drive and Universal Boulevard corridors with a fleet of 15 vehicles. Total ridership on the I-Ride Trolley for FY 2012 (October 1, 2011 through September 30, 2012) was 2,175,252 person trips with average daily ridership of 5,960 person trips. See Exhibit 4 for a graph of annual I-Ride trolley ridership.
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With the transit service provided by LYNX and the I-Ride Trolley, the minimum LOS standard, as currently defined, is met with an average of 99,323 person trips per day in ridership and is projected to remain constant through 2013. However, as the Comprehensive Plan is updated, Orange County will need to work with LYNX and the IDMTID to establish new LOS standards that are consistent with the County’s growth management strategies and support the future development patterns sought. It is anticipated that as new development and infill/redevelopment occur within the County, mass transit will play a more significant role in achieving the County’s growth management objectives and meeting quality of life standards. The projected capacity for 2013 is expected to be maintained at current levels and continue to be adequate to support expected development patterns. While bus service represents the extent of today’s mass transit system in Orange County, continued growth and economic development will require higher capacity transit modes in the future, as greater emphasis will be placed on mobility. Enhanced connectivity and mobility within existing and emerging activity centers, such as the International Drive Resort Area and Innovation Way, will be critical to the continued economic competitiveness of Orange County. Therefore, projects are currently underway to develop higher capacity mobility options in the future. The SR 50/UCF Connector study began in early 2013 and will be completed by 2014. The SR 50 corridor provides regional transportation access and generates a strong economic base due to the presence of 5 activity centers: West Oaks Mall, Fashion Square Mall, Health Central Hospital, Central Florida Research Park, and the University of Central Florida (UCF). Like the US 192 Study, the SR 50 AA will also focus on the transportation issues facing the communities located along the SR 50 corridor including Winter Garden, Ocoee, Pine Hills, Orlando, Azalea Park and UCF. At the end of the study, a locally approved alternative will be established guiding the project for funding, final development and implementation. Orange County citizens will be able to benefit from two major expansions to the existing LYMMO (Bus Rapid Transit) system currently underway around downtown Orlando. The first expansion is the East/West Circulator BRT, which will run primarily along Central Avenue, Church Street, and South Street, from Westmoreland Drive in the Parramore neighborhood to Summerlin Avenue in the Thornton Park neighborhood. The second expansion is the Parramore BRT, which will run primarily west of I-4 circulating within the Creative Village redevelopment project then north and south adjacent to the interstate connecting to Central Avenue with access to the Amway Center. Both projects will be completed in late 2013 and will act as a major feeder service to the two downtown Orlando SunRail stations (discussed below) as well as the surrounding downtown neighborhoods. New LYMMO destinations will include Thornton Park, Lake Eola, Publix, the future Dr. Phillips Performing Arts Center, the Amway Center, Parramore and Callahan Neighborhoods, FAMU Law School, Creative Village and the UCF School of Visual Arts and Design.
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As part of the Regional Transit Vision Plan established by Metroplan Orlando that incorporates high capacity transit modes, the SunRail system commuter rail train has been underway. The SunRail System is proposed to operate along the existing 61.5-mile CSXT rail corridor from Deland in Volusia County to the Poinciana area of Osceola County. Phase 1 will extend from Debary to Sand Lake Road and is scheduled to be operational in 2014. Phase 2, which will extend the system south to Poinciana and north to Deland, is planned to be operational in 2016. There are eight stations proposed in Orange County, with two of these located within unincorporated Orange County at Sand Lake Road and Meadow Woods. When constructed, this 61-mile commuter rail project will truly make Central Florida a multi-modal transportation destination. Overall, the project is estimated to provide 14,150 jobs and an economic impact of $424 million. As part of Phase 1, an elevated commuter stop will connect passengers to shopping and dining. This stop will be located adjacent to the LYNX Central Station (LCS). Together, LYNX and FDOT are finalizing plans for SunRail and providing exciting new commute options for the riding public. The SunRail System will serve as the spine of the region’s transit system and include necessary enhancements to bus service in order to support the system. Completion of the SunRail System will significantly increase transit capacity within Orange County. A typical Commuter Rail train will provide enough capacity to move 2,000 persons per hour, which is equivalent to one lane of traffic on Interstate 4 during peak time. As the SunRail System proceeds with development, METROPLAN Orlando has now defined the next priority transit project for further study, which will consist of a high capacity transit service that will provide connectivity between the International Drive/Orange County Convention Center area, the Sand Lake Road Commuter Rail Station, the Orlando International Airport, and the Innovation Way area. This corridor will build upon the SunRail project by providing necessary east-west connectivity between these regional activity centers. Combining these various transit systems will ensure Orange County continues to play an integral role in business development towards the future.
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58,1
75
58,4
06
712,
823
Van
Pla
n17
,228
16
,648
14
,962
17
,131
17
,332
17
,985
18
,054
16
,780
15
,782
15
,644
17
,774
14
,832
20
0,15
2
SU
BT
OT
AL
- O
TH
ER
SE
RV
ICE
S76
,229
74
,232
70
,642
75
,793
76
,719
81
,050
79
,174
80
,867
75
,464
75
,192
75
,949
73
,475
91
4,78
6
TO
TA
L A
LL
SE
RV
ICE
S2,
495,
615
2,
404,
341
2,
384,
429
2,
437,
482
2,
402,
256
2,
520,
514
2,
432,
519
2,
471,
828
2,
304,
206
2,
398,
232
2,
548,
858
2,
436,
071
29
,236
,351
Serv
ice
Mod
eO
ctN
ovD
ecJa
nF
ebM
arA
prM
ayJu
nJu
lA
ugSe
pTO
TAL
YEA
RL
YM
MO
-20.
8%-2
7.3%
-16.
7%-8
.3%
0.3%
-12.
5%-1
1.1%
-2.4
%-1
0.4%
1.2%
2.0%
-4.5
%-9
.9%
Fix
ed R
oute
5.8%
8.9%
11.6
%9.
4%8.
5%7.
1%1.
4%4.
5%-0
.5%
3.5%
3.4%
-0.8
%5.
1%
Nei
ghbo
rLin
k5.
5%10
.3%
3.5%
-2.0
%-1
.5%
-7.9
%-1
1.8%
2.5%
-8.6
%-7
.9%
-12.
2%-1
2.5%
-3.9
%
SU
BT
OT
AL
- F
IXE
D R
OU
TE
4.6%
7.2%
10.4
%8.
7%8.
1%6.
3%0.
9%4.
2%-0
.9%
3.4%
3.3%
-1.0
%4.
5%
Spe
cial
Shu
ttle
s-1
00.0
%-9
8.4%
-100
.0%
-99.
6%18
6.3%
340.
0%-6
9.2%
-95.
1%
AC
CE
SS
LY
NX
9.7%
8.7%
7.7%
8.4%
11.0
%4.
0%8.
3%9.
9%1.
1%4.
2%-5
.9%
-0.8
%5.
3%
Van
Pla
n4.
7%6.
9%1.
1%0.
0%9.
3%-2
.0%
6.7%
-7.2
%-1
5.0%
-5.7
%-8
.9%
-17.
7%-2
.8%
SU
BT
OT
AL
- O
TH
ER
SE
RV
ICE
S8.
5%-2
.1%
-6.1
%-1
7.8%
11.5
%3.
0%8.
0%6.
0%-2
.7%
2.0%
-6.6
%-4
.5%
-0.6
%
TO
TA
L A
LL
SE
RV
ICE
S4.
7%6.
9%9.
9%7.
6%8.
2%6.
2%1.
1%4.
3%-1
.0%
3.3%
3.0%
-1.1
%4.
3%
Serv
ice
Mod
eO
ctN
ovD
ecJa
nF
ebM
arA
prM
ayJu
nJu
lA
ugSe
pTO
TAL
YEA
RL
YM
MO
102,
397
103,
140
84,7
7579
,809
72,6
4282
,411
82,0
9481
,526
83,3
4878
,536
85,5
5478
,289
1,01
4,52
1
Fix
ed R
oute
2,19
8,46
82,
060,
142
1,99
8,90
52,
081,
077
2,06
6,08
12,
199,
619
2,23
6,69
02,
200,
645
2,15
4,31
72,
157,
696
2,29
5,50
12,
295,
260
25,9
44,4
01
Nei
ghbo
rLin
k11
,635
10,8
5011
,283
12,2
1012
,045
13,0
1613
,015
11,6
1212
,081
10,8
5812
,933
12,7
1814
4,25
6
SU
BT
OT
AL
- F
IXE
D R
OU
TE
2,31
2,50
02,
174,
132
2,09
4,96
32,
173,
096
2,15
0,76
82,
295,
046
2,33
1,79
92,
293,
783
2,24
9,74
62,
247,
090
2,39
3,98
82,
386,
267
27,1
03,1
78
Spe
cial
Shu
ttle
s13
7,37
08,
696
21,0
480
051
4513
00
037
,236
AC
CE
SS
LY
NX
53,7
6752
,843
51,7
0654
,047
52,9
2860
,300
56,3
1658
,137
59,0
0057
,139
61,8
4658
,884
676,
913
Van
Pla
n16
,454
15,5
7414
,798
17,1
2415
,852
18,3
5816
,927
18,0
7418
,572
16,5
8819
,510
18,0
2820
5,85
9
SU
BT
OT
AL
- O
TH
ER
SE
RV
ICE
S70
,234
75,7
8775
,200
92,2
1968
,780
78,6
5873
,294
76,2
5677
,585
73,7
2781
,356
76,9
1292
0,00
8
TO
TA
L A
LL
SE
RV
ICE
S2,
382,
734
2,24
9,91
92,
170,
163
2,26
5,31
52,
219,
548
2,37
3,70
42,
405,
093
2,37
0,03
92,
327,
331
2,32
0,81
72,
475,
344
2,46
3,17
928
,023
,186
Fis
cal Y
ear
2011
% C
han
ge F
rom
Fis
cal Y
ear
2011
To
Fis
cal Y
ear
2012
Fis
cal Y
ear
2012
Fis
cal Y
ear
2012
LYN
X A
VE
RA
GE
DA
ILY
RID
ER
SH
IP 2
012
Serv
ice
Mod
eD
ayO
ctN
ovD
ecJa
nF
ebM
arA
prM
ayJu
nJu
lA
ugSe
pYE
AR
LY A
VG
LY
MM
OW
eekd
ay3,
333
3,09
62,
818
2,89
03,
045
2,83
73,
026
3,20
63,
073
3,21
13,
389
3,24
63,
098
LY
MM
OS
atur
day
1,25
01,
272
1,09
31,
281
1,32
51,
209
1,11
51,
174
1,30
71,
279
1,34
41,
337
1,24
9L
YM
MO
Sun
day
974
977
792
896
904
915
995
864
903
1,15
198
01,
076
952
All
Oth
er L
ink
sW
eekd
ay88
,858
87,3
0181
,978
84,9
4288
,261
86,5
4288
,148
85,6
0380
,621
84,0
8585
,909
91,3
2386
,131
All
Oth
er L
ink
sS
atur
day
56,5
1759
,996
59,4
5159
,361
62,4
0361
,369
60,0
4160
,397
62,6
3261
,595
62,7
0663
,126
60,7
99A
ll O
ther
Lin
ks
Sun
day
35,4
7833
,968
32,6
5734
,071
34,4
2933
,902
35,5
1534
,903
33,8
7336
,776
36,8
9537
,562
35,0
02
Tot
al F
ixed
Rou
teW
eekd
ay92
,191
90,3
9784
,795
87,8
3391
,306
89,3
7991
,174
88,8
0983
,694
87,2
9689
,298
94,5
6989
,229
Tot
al F
ixed
Rou
teS
atur
day
57,7
6661
,269
60,5
4460
,642
63,7
2862
,578
61,1
5661
,570
63,9
3962
,874
64,0
5064
,463
62,0
48T
otal
Fix
ed R
oute
Sun
day
36,4
5234
,946
33,4
4934
,967
35,3
3334
,817
36,5
1035
,768
34,7
7637
,927
37,8
7538
,638
35,9
55
AC
CE
SS
LY
NX
Wee
kday
3,00
32,
857
2,72
02,
896
3,04
33,
025
3,08
72,
990
2,99
12,
826
2,96
53,
048
2,95
4
Acc
ess
LY
NX
Sat
urda
y1,
278
1,25
81,
537
1,23
71,
296
1,32
21,
329
1,31
61,
260
1,28
71,
289
1,38
21,
316
Acc
ess
LY
NX
Sun
day
363
389
343
376
376
385
463
438
402
442
387
423
399
Nei
ghb
orL
ink
Wee
kday
511
509
482
512
501
475
497
484
457
419
440
500
482
Nei
ghb
orL
ink
Sat
urda
y30
932
131
030
533
630
838
531
429
030
230
732
631
8
Van
Pla
nW
eekd
ay72
970
560
970
872
572
373
470
668
168
974
861
769
8
Van
Pla
nS
atur
day
120
140
174
175
175
179
137
148
138
9816
412
114
7V
anP
lan
Sun
day
131
144
174
174
171
153
192
152
151
167
222
197
169
TOTA
L W
eekd
ay96
,434
94,4
6888
,607
91,9
4895
,576
93,6
0195
,492
92,9
8987
,822
91,2
3093
,452
98,7
3393
,363
LYN
X
Sat
urda
y59
,474
62,9
8762
,564
62,3
5865
,534
64,3
8763
,006
63,3
4965
,627
64,5
6065
,810
66,2
9263
,829
SER
VIC
ES
Sun
day
36,9
4635
,478
33,9
6635
,516
35,8
7935
,355
37,1
6436
,357
35,3
2938
,536
38,4
8439
,258
36,5
22
Serv
ice
Mod
eD
ayO
ctN
ovD
ecJa
nF
ebM
arA
prM
ayJu
nJu
lA
ugSe
pYE
AR
LY
MM
OW
eekd
ay-2
4.3%
-31.
3%-1
5.8%
-11.
5%-4
.2%
-11.
4%-1
1.3%
-4.4
%-7
.5%
-0.6
%3.
1%0.
2%-1
1.0%
LY
MM
OS
atur
day
-13.
2%23
.5%
-12.
4%-7
.6%
0.9%
-6.2
%-1
5.0%
-8.1
%-9
.3%
-5.4
%4.
0%0.
7%-4
.6%
LY
MM
OS
unda
y10
.4%
12.6
%-1
.8%
-4.9
%-5
.4%
0.8%
2.3%
-14.
0%-1
9.0%
-3.7
%-1
7.5%
9.1%
-3.3
%
All
Oth
er L
ink
sW
eekd
ay6.
9%8.
8%11
.9%
7.3%
4.3%
8.7%
2.9%
1.8%
-0.7
%2.
7%3.
6%2.
7%5.
0%
All
Oth
er L
ink
sS
atur
day
-1.2
%9.
1%10
.0%
6.6%
5.0%
5.6%
-0.2
%6.
3%9.
0%1.
7%3.
5%2.
0%4.
7%A
ll O
ther
Lin
ks
Sun
day
6.9%
10.0
%11
.0%
4.5%
2.3%
0.6%
3.3%
1.2%
-2.1
%2.
0%1.
4%4.
1%3.
6%
Tot
al F
ixed
Rou
teW
eekd
ay5.
4%6.
6%10
.7%
6.5%
4.0%
7.9%
2.4%
1.5%
-1.0
%2.
5%3.
6%2.
6%4.
3%
Tot
al F
ixed
Rou
teS
atur
day
-1.5
%9.
3%9.
4%6.
3%4.
9%5.
3%-0
.5%
5.9%
8.6%
1.5%
3.5%
2.0%
4.5%
Tot
al F
ixed
Rou
teS
unda
y7.
0%10
.1%
10.7
%4.
2%2.
1%0.
6%3.
2%0.
8%-2
.6%
1.8%
0.8%
4.2%
3.4%
AC
CE
SS
LY
NX
Wee
kday
10.3
%10
.2%
10.2
%13
.9%
5.0%
4.7%
6.7%
5.5%
3.6%
5.0%
-3.7
%4.
0%6.
1%
Acc
ess
LY
NX
Sat
urda
y9.
9%13
.1%
57.7
%-3
.0%
4.4%
6.6%
6.2%
11.4
%-3
.0%
-18.
8%5.
7%7.
4%6.
5%A
cces
s L
YN
XS
unda
y-6
.2%
-8.9
%-2
2.4%
-31.
9%-0
.1%
-1.3
%2.
6%-1
.5%
-0.3
%9.
0%20
.7%
1.7%
-4.6
%
Nei
ghb
orL
ink
Wee
kday
3.4%
7.5%
5.1%
-4.4
%-6
.7%
-7.2
%-9
.1%
-7.6
%-8
.6%
-11.
5%-1
2.9%
-8.4
%-3
4.9%
Nei
ghb
orL
ink
Sat
urda
y23
.4%
40.8
%19
.6%
10.7
%2.
6%11
.4%
16.2
%16
.7%
6.7%
7.9%
-6.5
%2.
7%17
6.5%
Van
Pla
nW
eekd
ay-0
.8%
5.0%
1.0%
-2.7
%-3
.5%
-5.6
%-2
.9%
-8.5
%-1
4.9%
-5.8
%-6
.9%
-20.
1%-5
.8%
Van
Pla
nS
atur
day
16.7
%50
.5%
42.9
%51
.0%
75.4
%96
.4%
9.4%
23.3
%10
.2%
-18.
7%20
.0%
-5.6
%28
.2%
Van
Pla
nS
unda
y29
.2%
36.0
%54
.7%
59.6
%60
.1%
60.2
%78
.1%
23.0
%25
.1%
33.2
%82
.7%
49.2
%48
.9%
TOTA
L W
eekd
ay5.
5%6.
7%10
.6%
6.6%
3.9%
7.6%
2.4%
1.5%
-1.0
%2.
5%3.
1%2.
4%4.
2%
LYN
X
Sat
urda
y-1
.1%
9.6%
10.4
%6.
2%5.
0%5.
5%-0
.3%
6.1%
8.3%
1.0%
3.6%
2.1%
4.6%
SER
VIC
ES
Sun
day
6.9%
9.9%
10.4
%3.
8%2.
3%0.
7%3.
4%0.
8%-2
.5%
2.0%
1.3%
4.4%
3.5%
Fis
cal Y
ear
2012
% C
han
ge F
rom
Fis
cal Y
ear
2011
TO
Fis
cal Y
ear
2012
LYN
X A
VE
RA
GE
DA
ILY
RID
ER
SH
IP 2
012
Serv
ice
Mod
eD
ayO
ctN
ovD
ecJa
nF
ebM
arA
prM
ayJu
nJu
lA
ugSe
pYE
AR
LY A
VG
LY
MM
OW
eekd
ay4,
404
4,50
93,
348
3,26
73,
178
3,20
13,
412
3,35
23,
324
3,23
03,
289
3,24
13,
479
LY
MM
OS
atur
day
1,43
91,
030
1,24
81,
386
1,31
31,
289
1,31
11,
277
1,44
11,
352
1,29
21,
327
1,30
9L
YM
MO
Sun
day
882
868
807
942
956
908
972
1,00
51,
115
1,19
51,
187
986
985
All
Oth
er L
ink
sW
eekd
ay83
,090
80,2
7273
,270
79,1
7884
,651
79,6
4685
,633
84,1
0381
,191
81,9
0682
,934
88,9
0282
,065
All
Oth
er L
ink
sS
atur
day
57,1
9655
,012
54,0
7055
,686
59,4
3058
,127
60,1
6356
,836
57,4
3860
,587
60,5
6961
,886
58,0
83A
ll O
ther
Lin
ks
Sun
day
33,1
8130
,872
29,4
1532
,601
33,6
4633
,712
34,3
9634
,482
34,5
9436
,058
36,3
7036
,077
33,7
84
Tot
al F
ixed
Rou
teW
eekd
ay87
,494
84,7
8076
,618
82,4
4587
,829
82,8
4789
,045
87,4
5584
,515
85,1
3686
,223
92,1
4285
,544
Tot
al F
ixed
Rou
teS
atur
day
58,6
3556
,042
55,3
1857
,072
60,7
4359
,416
61,4
7458
,113
58,8
7861
,938
61,8
6163
,213
59,3
92T
otal
Fix
ed R
oute
Sun
day
34,0
6331
,740
30,2
2233
,543
34,6
0134
,619
35,3
6835
,486
35,7
0837
,253
37,5
5737
,063
34,7
69
AC
CE
SS
LY
NX
Wee
kday
2,72
32,
592
2,46
92,
544
2,89
82,
888
2,89
22,
835
2,88
72,
692
3,08
02,
930
2,78
6
Acc
ess
LY
NX
Sat
urda
y1,
164
1,11
297
51,
275
1,24
11,
240
1,25
11,
182
1,29
91,
584
1,22
01,
287
1,23
6A
cces
s L
YN
XS
unda
y38
742
744
255
237
739
045
244
540
340
632
141
641
8
Nei
ghb
orL
ink
Wee
kday
494
473
459
535
537
512
547
524
500
473
505
545
509
Nei
ghb
orL
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17
Parks Orange County’s Comprehensive Plan (CP) and adopted Concurrency Management System establish a minimum level of 1.5 acres of activity-based park acres and 6.0 acres of resource-based acres per one thousand residents of the Orange County unincorporated area as the level of service standard upon which development will be measured and permits issued (Recreation Elements 1.1.1 and 1.2.1). The Comprehensive Policy Plan classifies park acres as activity-based, resource-based, a combination of the two, or habitat parkland. Activity-based parks contain predominantly man-made facilities such as hard courts for tennis and basketball, paved trails for biking and skating, ball fields for baseball and softball, pools, and playground equipment for children. Resource-based recreation sites are less likely to be located proximate to the population since these sites are established where the best natural resources exist. Uses of resource-based recreation areas include fishing, lake swimming, camping, and picnicking. Even though some of these activities may require man-made facilities such as nature trails, boat ramps, picnic tables, and campground hookups, these are secondary to the natural resources required for each activity. Habitat parkland includes park and recreation facilities that provide habitat and wildlife areas that are unlikely to be developed for more intense uses. Habitat parkland is typically located within resource-based parks and is included in the resource-based level of service standard. There are 14,565.45 acres of parkland managed by the Orange County Parks and Recreation Division and open to the public. The total acreage of parkland includes pocket, neighborhood, community, district, regional parks and trails. Of the total acres, there are 1,558.15 acres of activity-based parkland and 13,007.30 acres of resource-based parkland (these numbers were calculated using GIS parcel data). Using the estimated population of 766,598 for unincorporated Orange County from the preliminary 2012 Florida Bureau of Economic and Business Research (BEBR) as of December 2012 the LOS for activity-based park acres was 2.03 acres per 1,000 residents and the LOS for resource-based park acres was 16.97 acres per 1,000 residents. Therefore, LOS requirements are currently being met for Parks. Table 1.1 lists the amount of surplus acres for both the activity and resource-based parkland. See Exhibit 5 for a map of Orange County park locations.
18
Table 1.1. Existing Park LOS and Surplus Acres
2012 Acres Population*Acres
Required to Meet LOS
Existing LOS
Surplus Acres
Activity-based parkland
1,558.15 766,598 1,149.90 2.03 408.25
Resource-based parkland
13,007.30 766,598 4,599.59 16.97 8,407.71
* Based on a BEBR 2012 population estimates for unincorporated Orange County.
Even though there is surplus capacity based on the minimum LOS standards for both activity-based and resource-based parks, the existing parks are not evenly distributed, creating areas that do not have facilities near their communities. The 2007 Park Growth Analysis identified eight areas that were not adequately served. In 2009, the County did a study to locate potential park sites in these areas. Fifteen parcels were identified and ranked. One of these sites is a 32-acre area known as the Camp Joy Property, which was purchased and opened to the public in December 2011. In September 2011, the County also acquired a 27-acre site in Hunter’s Creek and the 27-acre Young Pine site in March 2012, which will open to the public by 2017. Acquisition and development of additional parks will help ensure future residents have the same quality of life amenities available as existing residents. Quality of life measures within the County help to assure that economic development continues as new companies and industries look to Orange County as a potential area in which to relocate. Funding sources for the construction of parks have historically been limited to a portion of general property taxes restricted for Parks and Capital Improvement Projects and other grant funds received. However, earlier growth in development around the Central Florida area resulted in rising costs without increased revenues. Therefore, in 2006, the County adopted a Park Impact Fee Ordinance to be used in the acquisition of land for construction of additional facilities. A subsequent Park Growth Analysis identified the County’s projected community and district park deficits and needs through 2030 in ten-year increments. The deficits are based on population projections on a traffic analysis zone level. Based on projections, this impact fee will only cover a fraction of the funding needed for the acquisition and development of future needs. However, because of lower economic conditions in the area and to assist in the increase of development, the County adopted a new Parks & Recreation Impact Fee rate schedule under Ordinance# 2012-17 that decreased the impact fee rates per unit. Recent legislation designed to implement tax reform at the state level coupled with the drop in commercial and residential real estate valuations and the downturn in the real estate market has significantly reduced the property tax revenues. These reductions in planned revenues combined with the drastic drop in the impact fee rate
19
schedule for new residential permits will have serious consequences for the County’s Park program in the future. Currently, the Long-Range Plan for new park development has been adjusted and could be further impacted if additional funding sources are not identified.
20
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21
Potable Water Orange County’s Comprehensive Plan and adopted Concurrency Management System establishes a minimum level of service (LOS) of 350 gallons of potable water per day per equivalent residential unit (gpd/ERU) as the standard upon which development will be measured and permits issued (Potable Water Element 1.2.5). Orange County’s potable water LOS used for development review is based on the estimated equivalent residential unit demand in the Orange County Utilities (OCU) water service area. An ERU is estimated as the single-family residential population divided by the average person per household of 2.73. The estimated single-family residential population and average person per household were based on OCU population projections and water billing data. Table 2.1 shows the existing LOS for OCU’s water service area based on the most recent information available from July 1, 2011 through June 30, 2012. This information indicates that the existing LOS based on current demand is 244 gpd/ERU. The data indicates that OCU’s gpd/ERU for this period was below the adopted development review LOS. However, total available capacity, presented in Table 2.5, is sufficient to cover increased flow above the minimum LOS. There are no identified needs for additional potable water treatment capacity by December 2013.
Table 2.1. Existing Potable Water Rates and Demand per ERU
Single-Family Residential Population
Average Number of ERUs
Single-Family Residential
Average Daily Flow (mgd)
gpd/ERU
335,631 122,942 30.0 244 (1) Based on OCU population and water billing data July 1, 2011 to June 30, 2012.
OCU's demand for potable water increased steadily through 2007. Although a slight decrease occurred in 2008 through 2011 as a slowdown in the economy occurred, it is anticipated that future demand will increase as the economy strengthens again. Therefore, projected demand developed as part of OCU’s ongoing planning uses increasing population and flow projections through 2030. Table 2.2 presents historic potable water demand from OCU customers in million gallons per day (mgd) on an annual average daily flow basis for the last five years. Table 2.3 presents the projected potable water demands in 2013 for OCU.
22
Table 2.2. Historic Potable Water Demands in OCU’s Service Area
Year1 Total Historic Demand2
(mgd) 2008 61.4 2009 57.0 2010 56.0 2011 57.0 2012 59.5
(1) Based on OCU’s MOS Data
Table 2.3. Projected Potable Water Demands in OCU’s Service Area
Year1 Total Projected
Demand2 (mgd)
2013 71.8 (1) Based on OCU’s 2012 (FDEP) (CAR).
OCU holds one consumptive use permit (CUP) from the St. Johns River Water Management District and three water use permit (WUPs) from the South Florida Water Management District (SFWMD) to withdraw groundwater in order to provide public water supply service. OCU also holds one WUP from the SFWMD to withdraw brackish groundwater in order to provide public water supply service. Table 2.4 summarizes and compares projected water demands with permitted groundwater allocations. Based on this comparison, OCU will be within its water use permit allocations for 2013.
Table 2.4. Orange County Consumptive Use Permit Allocation Summary
Year1 Total Water Use Permit Allocation
(mgd) 2013 100.9
(1) Based on OCU’s 2012 (FDEP) (CAR). CUP allocations are based on calendar year. As such, the projected demand for 2013 was compared to the CUP allocations for 2012. Based on this comparison, OCU will be within its water use permit allocations through December 2013. Orange County owns and operates 13 active water supply wellfields (raw water) and treatment facilities (finished water). As previously discussed, OCU’s projected 2013 annual average water demand is 71.8 mgd. OCU’s current wellfield capacity and water supply facility treatment capacity are 191.7 mgd and 151.9 mgd, respectively.
23
Based on this, OCU is projected to have sufficient wellfield and treatment capacity to meet its projected annual average water demands through 2013. In addition, to the LOS established in the Comprehensive Plan, OCU has implemented LOS standards for planning and engineering based on the Florida Department of Environmental Protection’s capacity analysis standards. OCU will evaluate the need to expand water supply facilities over a ten-year planning horizon if observed maximum day water demands are equal to or greater than 75 percent of the existing maximum day capacity of the water supply facilities. Table 2.5 summarizes existing maximum day wellfield (raw water) and treatment (finished water) capacities and the observed system-wide maximum (peak) day demand for October 2011 through September, 2012.
Table 2.5. Orange County Observed 2012 Maximum Day Potable Water
Demand and Design Water Supply Facility Capacity
Year
System-wide Peak
Day Demand
(mgd)
Existing Wellfield Capacity1
(mgd)
Peak Day Demand/ Wellfield
Capacity Ratio (%)
Existing Treatment Capacity1
(mgd)
Peak Day Demand/ Treatment
Capacity Ratio (%)
2012 90.7 191.7 47.3 151.9 59.7
(1) Based on OCU’s 2011 FDEP CAR. Includes capacity of Southern Regional Water Supply Facility, which was completed in early 2012.
As shown on Table 2.5, the maximum day demand observed for 2012 is less than 75 percent of OCU’s existing maximum day wellfield and treatment capacities. Based on this analysis, OCU’s facilities are operating at a LOS greater than that adopted by engineering and planning. Therefore, OCU does not need to plan any new facilities. Though currently operating within its adopted LOS, OCU is actively involved in the long-range planning of its water system. As part of this long-range planning, OCU has identified and encumbered funds to begin implementing additional potable water supply projects over a 20- to 30-year planning horizon. To meet projected needs, OCU has planned the following treatment capacity expansions of its potable water system:
Eastern Regional Water Supply Facility Expansion: 13.2 mgd; Western Regional Water Supply Facility Expansion: 13.9 mgd; Malcolm Road Water Supply Facility: 4 mgd; Cypress Lake Wellfield: 9 mgd; and Taylor Creek Reservoir Project: 10 mgd.
24
This additional capacity will serve to meet a portion of OCU’s projected potable water needs through 2030. Each of the projects may be implemented in multiple phases and have been encumbered to varying degrees ranging from permitting to final design services. There are no identified needs for additional potable water permit allocation, wellfield capacity, or potable water treatment capacity in OCU’s service area through 2013. OCU is operating within its adopted level of service.
25
Reclaimed Water
Although no level of service (LOS) has been officially adopted for the use of reclaimed water under the County’s Comprehensive Plan, it has become a complementary component for decreasing the LOS required for potable water. Therefore, this section is presented for informational purposes. (To read about the County’s potable water minimum LOS standard, please see the “Potable Water” section of this report.) Orange County reuses 100 percent of its reclaimed water collected at the Eastern, South, and Northwest Water Reclamation Facilities (WRFs). Orange County reuses reclaimed water for aquifer recharge through rapid infiltration basins (RIBs), public access irrigation, and lake augmentation; for industrial uses such as cooling water; and for wetlands enhancement. These and other reclaimed water reuse systems are permitted as part of the wastewater operational facility permits issued by the Florida Department of Environmental Protection. OCU’s historic reclaimed water reuse for the last five calendar years is presented in Table 3.1.
Table 3.1. Historic Reclaimed Water Reuse in OCU’s Service Area
Year1 Historic Reuse2
(mgd) 2008 51.7 2009 53.2 2010 52.0 2011 54.9 2012 55.0
(1) Based on OCU’s Operational Data (2) Includes OCU’s Eastern Water Reclamation Facility (EWRF) aquifer storage and recovery (ASR) pilot project recovered water.
Using reclaimed water, Orange County provides irrigation to approximately 10 golf courses, over 1,000 single-family residences, schools, citrus groves, and multiple commercial businesses. Additionally, the County recharges over 20 mgd into the aquifer through wetlands, RIBs, and augmentation of lakes; and provides over 10 mgd of cooling water to the Curtis H. Stanton Energy Center (power plant). Projected reclaimed water flows and reclaimed water system (reuse) capacities are presented in Table 3.2 for 2013. The reuse capacities shown in Table 3.2 were divided into three categories; 1) reuse demand, 2) industrial demand (power plant cooling), and 3) wet-weather management capacity (aquifer recharge such as RIBs and lake augmentation and land application such as wetland enhancement). Orange County’s reuse irrigation represents existing contracted demands and projected new demands within their service area. The industrial demand presented in Table 3.2
26
represents contracted demands. Wet-weather management capacity represents
current Florida Department of Environmental Protection permitted capacity.
Table 3.2. Orange County Projected Reclaimed Water Supply and Reuse System Capacity
Year
Projected Reclaimed
Water Supply1 (mgd)
Reuse Demand
(mgd)
Industrial Demand
(mgd)
Wet-Weather
Management Capacity
(mgd)
Projected Total Reuse
Capacity (mgd)
Total Reuse Capacity Surplus (mgd)
2013 60.0 19.9 16.2 41.9 78.0 18.0 (1) Based on Engineering Division wastewater demand projections.
As shown in Table 3.2, on a countywide basis, no deficits in reuse capacity are anticipated in 2013. Therefore, there are no identified needs for additional reuse capacity in OCU’s service area through 2013. Though currently operating within its existing reuse system capacity, OCU is actively involved in the long-range planning of its reclaimed water system. As part of this long-range planning, OCU has identified and encumbered funds to begin implementing several projects over a 20 to 30-year planning horizon as listed below:
1) EWRF Wetland Enhancement Re-rate: 5 to 6 mgd; 2) Northwest WRF (NWRF) Lake Marden Augmentation System Re-rate: 0.5
mgd; 3) NWRF Public Access Reuse Irrigation System: 1.0 mgd; and 4) Water Conserv II (serves OCU’s South WRF) Rapid Infiltration Basin Sites 1
and 10 Construction: 5.9 mgd. 5) Expansion of the capacity of its public access reuse irrigation systems at the
EWRF and SWRF.
27
Roadways Orange County’s Comprehensive Plan and adopted Concurrency Management System establishes varying roadway capacity standards for Orange County roads as the minimum level of service (LOS) standard upon which development will be measured and permits issued. Table 4.1 below specifies the generalized peak hour LOS standards for roadways identified within the Florida Intrastate Highway System and Orange County as provided in policies 2.1.1 and 2.1.2 of the Transportation Element. Table 4.1. Generalized Peak Hour LOS Standards for State & County Roadways
(1) Level of service standards for non-TRIP, non-SIS and non-FIHS facilities may be set by the local government. Rule 14-94.003, Florida Administrative Code; Florida Statutes 163.3180 (10)
Type (All other State Roads)
SIS and FIHS Facilities
TRIP Funded Facilities
Rural
Freeway (i.e., I-4) D D B2 Freeway with Special Use Lanes E N/A N/A
Controlled Access Highway D D B Other Multilane D D B
Two Lane N/A D C Roadways Parallel to Exclusive Transit
Facilities (does not apply to I-4) E E N/A
Source: FDOT (3/24/08) and Rule 14-94.003, Florida Administrative Code (2) For rural two-lane facilities, the standard is C.
Roadway LOS refers to travelers’ perceptions of the quality of service provided by a particular road. This perception is categorized much like a student’s report card, represented by the letters “A” through “F”, with “A” generally representing the most favorable driving conditions and “F” representing the least favorable. Orange County measures the LOS of each road through the difference between the road’s capacity and the number of peak time average daily trips. Existing traffic volumes and capacities are quantified along with approved development trips. Analyses are administered on a link-by-link basis using volume to capacity ratios to analyze current LOS. As new development takes place, new trips are added to the link volumes following the update of annual traffic counts. This methodology serves the objective of maintaining the adopted LOS on transportation facilities annually.
Type State1 and County
Rural Urban Principal Arterials D E
Minor Arterials D E Collectors D E
28
Exhibit 6 provides an Inventory of the County’s network of major roadways, including jurisdiction, functional classification, area type, number of lanes, adopted LOS, adopted capacities, afternoon peak traffic volumes, number of encumbered trips, number of remaining trips, and current LOS. The adopted capacities shown in Exhibit 6 are generalized capacities obtained from the Florida Department of Transportation Level of Service Handbook, but the County also accepts capacities based on Art Plan Studies/Analyses. Art Plan is a Level of Service Analysis tool which uses site-specific field data including roadway geometrics, cycle lengths, signal timings, and turning movements to calculate roadway capacities. The information in this inventory is for all functionally classified roadways and represents the most current data reflected in the County’s Concurrency Management System database as of June 30, 2012. Due to the dynamic nature of the County’s permitting process, this information is provided as a snapshot of capacity on this date and does not necessarily reflect all information used for official capacity evaluation purposes. Of the approximately 250 roads in the Orange County roadway network, 9 county roads that represent 10 segments and 9 state roads representing 16 segments have one or more deficient segments or segments with a current “F” LOS. See Exhibit 7 for a specific list of deficient roads and segments and Exhibit 8 for a map of these segments. The LOS for the failing roadways presented in Exhibits 6 through 8 was based on FDOT’s Generalized Tables. This list is subject to change based on individual analyses generated by Art Plan studies. A comparison of this year’s data with the list of adverse segments reported in the previous year reflects few changes in the number of deficient segments reported. These include the following: Econlockhatchee Trail is no longer deficient due to an Art plan analysis that was conducted on the failing segments to verify roadway capacities. Boggy Creek Road from Tradeport Drive to Wetherbee Road and the segment from Wetherbee Road to the Central Florida Greenway are no longer failing. These segments were found to have upgraded capacities, which improved the overall level of service. Reams Road continues to be reported as capacity deficient from Cast Drive to Old Reams Road, Boggy Creek Road shows as deficient from the Central Florida Greeneway to the Orange County Line even when we share jurisdiction with the City and Woodbury Road, although operating at a level of service D was found to reflect little or no available capacity from Golfway Blvd. to Colonial Drive. Of the failing roadways identified, Alafaya Trail from the Seminole County Line to University Blvd is a designated multimodal corridor and alternative modes of transportation will be considered for future implementation; Aloma Avenue from Semoran Blvd. to the Seminole County Line, Turkey Lake Road from Vineland Road to Conroy-Windermere Road, Michigan Avenue from Bumby Avenue to Crystal Lake Drive, McCulloch Road from Lockwood Blvd. to N. Tanner Road and University Blvd. from Dean Road to Rouse Road are constrained facilities and per Policy 1.6.5.1 of the Comprehensive Plan, these facilities will not be expanded because of “physical, environmental or policy constraints.” Several failing roadways are also determined to be backlogged facilities, which are defined as “roadways which operate at a level below the minimum level of service standards; are either not programmed for
29
construction in the first three years of the FDOT adopted work program or in the orange County Public Works Engineering Five Year Road Program, and are not constrained.” (Policy 1.6.5.1, OC Comprehensive Plan). These include Maitland Blvd. from Orange Blossom Trail to Maitland Avenue, Orange Blossom Trail from the Western Beltway to Plymouth Sorrento Road, Sand Lake Road from Dr. Phillips Blvd. to Turkey Lake Road and Winter Garden Vineland Road from Apopka Vineland Road to Buena Vista Drive. Finally, for those failing facilities that are neither backlogged nor constrained, deficiencies will be addressed thru programmed or planned roadway improvements that are identified in the county’s Capital Improvement Program and the Long Term Concurrency Management System. On August 31, 2009, an Alternative Mobility Area (AMA) became effective in Orange County, eliminating requirements for roadway concurrency for developments located within specified areas. As an alternative, applicants are asked to customize development sites to allow for necessary mobility requirements both on-site and in the surrounding vicinity. Various options for mobility enhancement other than roadway improvements can be considered for the project to better match user needs with the unique conditions of the site. Mobility standards do not apply if the proposed development generates fewer than 10 new average daily trips. Currently, Transportation Planning Division staff is available to assist applicants with the trip generation determination. The County will assess the AMA as part of the next evaluation of the entire comprehensive plan in 2013. The County has successfully implemented the AMA provisions with the projects that have come forth since its adoption. The mobility standards review process is more collaborative and iterative than concurrency, which presented some coordination issues among reviewers and applicants early in the transition period. The procedural challenges during the transition period have since been resolved. Projects located in the AMA that have the proper zoning are not required to meet road concurrency. As a result of the new Transportation Impact Fee study, a new fee schedule was adopted on February 12, 2013 by the Board of County Commissioners that proposes lower impact fees for development that occurs within the Alternative Mobility Areas. The fee will become effective on May 20, 2013. Despite the changes, planned improvements for future roadways and transportation facilities to address current and future roadway deficiencies are included in the adopted Orange County Long-Range Transportation Plan. This plan contains the five-year road program, selected state roadway projects for which the County will accelerate seed funds, and other needed county road improvement projects inclusive of proposed partnership projects. The deficient road segments listed in this Capacity Availability Report will be considered in the next update to the Capital Improvements Element plan and that document will explain how any remaining roadways with failing segments may be addressed in the future either through roadway projects or alternative methods for achieving mobility. See Exhibit 9 for a map of the current Orange County 20-year Long-Range Transportation Plan.
30
Inventory of Available Capacity on the County’s Network of Major Roadways (Concurrency Segment Information)
LEGEND
Note: This data was provided by the Transportation Planning Division
Label Name
Description
ID Segment Number Road Name
Name of the Road
from Segment of Origin To Segment End
Jrsdct Jurisdiction responsible of the Maintenance of the Road (County or State)
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AT Area Type (Urban or Rural) LN Number of Lanes
Const Construction Lane Min Minimum Level of service (E,D) Cap Total Capacity Peak Peak Direction Volume E+ Encumbered and Reserved
Remain Remaining Capacity (Also called Available) LOS Level of service (A, B, C, D, E & F)
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ctor
U3
E0.
192
450
57
412
B
7A
lom
a A
veB
rew
er A
veLa
kem
ont A
veS
TP
rin A
rtU
4E
---
2070
1741
032
9C
8A
lom
a A
veLa
kem
ont A
veS
emor
an B
lvd
ST
Prin
Art
U4
E--
-20
7019
496
115
D
9A
lom
a A
veS
emor
an B
lvd
Tan
gerin
e A
veS
TM
in A
rtU
4E
---
1990
1915
910
F
9.1
Alo
ma
Ave
Tan
gerin
e A
veS
emin
ole
Cou
nty
Line
ST
BM
in A
rtU
4E
---
1990
1922
760
F
11A
mer
ican
a B
lvd
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
Cnt
yM
in A
rtU
4E
---
1870
588
5812
24C
13A
nder
son
St
Ora
nge
Ave
Mill
s A
veS
TM
in A
rtU
2E
0.2
2244
1485
075
9C
14A
nder
son
St
Mill
s A
veC
ryst
al L
ake
Dr
ST
Min
Art
U2
E0.
222
4412
500
994
C
15A
.D. M
ims
Rd
Apo
pka-
Vin
elan
d R
dW
urst
Rd
Cnt
yC
olle
ctor
U2
E--
-88
034
29
529
B
16A
popk
a B
lvd
Beg
gs R
dO
verla
nd R
dC
nty
Col
lect
orU
2E
-0.2
704
190
4247
2B
17A
popk
a B
lvd
Ove
rland
Rd
Pie
dmon
t-W
ekiw
a R
dC
nty
Col
lect
orU
2E
---
880
270
7853
2B
17.2
Apo
pka
Blv
dP
iedm
ont-
Wek
iwa
Rd
She
eler
Rd
Cnt
yC
olle
ctor
U2
E--
-88
038
749
444
B
18A
popk
a B
lvd
/ Ala
bam
a A
veS
heel
er R
dO
rang
e B
loss
om T
rA
popk
aC
olle
ctor
U2
E--
-88
027
86
596
B
19A
popk
a-V
inel
and
Rd
Win
ter
Gar
den-
Vin
elan
d R
dF
ento
n R
dC
nty
Min
Art
U4
E--
-20
6012
1746
837
5B
19.1
Apo
pka-
Vin
elan
d R
dF
ento
n R
dD
arle
ne R
dC
nty
Min
Art
U4
E--
-20
6012
1717
067
3B
19.2
Apo
pka-
Vin
elan
d R
dD
arle
ne R
dK
ilgor
e R
dC
nty
Min
Art
U4
E--
-20
6018
1713
910
4C
20A
popk
a-V
inel
and
Rd
Kilg
ore
Rd
San
d La
ke R
dC
nty
Min
Art
U4
E--
-20
6018
1766
177
C
21A
popk
a-V
inel
and
Rd
San
d La
ke R
dW
alla
ce R
dC
nty
Min
Art
U4
E--
-18
7013
9653
421
D
22A
popk
a-V
inel
and
Rd
Wal
lace
Rd
Pal
m L
ake
Dr
Cnt
yM
in A
rtU
4E
---
1960
1383
130
447
B
22.1
Apo
pka-
Vin
elan
d R
dP
alm
Lak
e D
rC
onro
y-W
inde
rmer
e R
dC
nty
Min
Art
U4
E--
-18
7047
612
612
68C
22.2
Apo
pka-
Vin
elan
d R
dC
onro
y-W
inde
rmer
e R
dW
indy
Rid
ge R
dC
nty
Min
Art
U4
E--
-19
6017
5075
135
C
22.3
Apo
pka-
Vin
elan
d R
dW
indy
Rid
ge R
dW
ilken
ing
Far
m R
d / S
teer
Lak
e R
dC
nty
Min
Art
U4
E--
-18
7010
1726
827
C
23A
popk
a-V
inel
and
Rd
Wilk
enin
g F
arm
Rd
/ Ste
er L
ake
Rd
Old
Win
ter
Gar
den
Rd
Cnt
yM
in A
rtU
4E
---
1960
1017
4190
2B
23.1
Apo
pka-
Vin
elan
d R
dC
olon
ial D
rB
albo
a D
rC
nty
Col
lect
orU
4E
---
1960
681
163
1116
B
23.2
Apo
pka-
Vin
elan
d R
dB
albo
a D
rS
ilver
Sta
r R
dC
nty
Col
lect
orU
4E
---
1960
696
7011
94B
23.3
Apo
pka-
Vin
elan
d R
dS
ilver
Sta
r R
dA
.D. M
ims
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6075
724
1179
B
24A
popk
a-V
inel
and
Rd
A.D
. Mim
s R
dC
larc
ona-
Oco
ee R
dC
nty
BC
olle
ctor
U2
E--
-88
056
247
271
C
24.1
Ava
lon
Par
k B
lvd
Col
onia
l Dr
Wat
erfo
rd C
hase
Pkw
yC
nty
Col
lect
orU
4E
---
1960
976
365
619
B
24.2
Ava
lon
Par
k B
lvd
Wat
erfo
rd C
hase
Pkw
yT
imbe
r S
prin
gs B
lvd
Cnt
yC
olle
ctor
U4
E--
-19
6012
9412
953
7B
24.3
Ava
lon
Par
k B
lvd
Tim
ber
Spr
ings
Blv
dT
imbe
r C
reek
Hig
h/S
outh
Cro
wn
Hill
C
nty
Col
lect
orU
4E
---
1960
869
3210
59B
24.4
Ava
lon
Par
k B
lvd
Tim
ber
Cre
ek H
igh/
Sou
th C
row
n A
valo
n P
ark
Blv
d O
ne-W
ay P
airs
Cnt
yC
olle
ctor
U4
E--
-19
6081
114
910
00B
24.5
Ava
lon
Par
k B
lvd
Ava
lon
Par
k B
lvd
One
-Way
Pai
rsA
lafa
ya T
rC
nty
Col
lect
orU
2E
0.2
2244
1000
7711
67C
25A
valo
n R
dU
S 1
92S
eide
l Rd
Cnt
yC
olle
ctor
U2
E--
-13
1020
046
264
8C
26A
valo
n R
dS
eide
l Rd
McK
inne
y R
dC
nty
Col
lect
orU
2E
---
1310
322
348
640
C
26.1
Ava
lon
Rd
McK
inne
y R
dT
ilden
Rd
Cnt
yC
olle
ctor
U2
E--
-13
1025
19
1050
B
27A
valo
n R
dT
ilden
Rd
Sip
lin R
dC
nty/
WG
Col
lect
orU
2E
---
880
287
958
4B
Remaining
Capacity
as o
f Jun
e 30
, 201
21
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
28A
valo
n R
dS
iplin
Rd
Col
onia
l Dr
Cnt
yC
olle
ctor
U2
E-0
.270
433
00
374
B
29A
valo
n R
dC
olon
ial D
rO
akla
nd A
veW
ntr
Gdn
Min
Art
U2
E-0
.268
832
80
360
C
30B
albo
a D
rG
ood
Hom
es R
dA
popk
a-V
inel
and
Rd
Cnt
yC
olle
ctor
U2
E--
-88
029
729
554
B
30.2
Bal
boa
Dr
Apo
pka-
Vin
elan
d R
dH
iaw
asse
e R
dC
nty
Col
lect
orU
2E
---
880
399
4044
1B
31B
albo
a D
rive
/ Ver
non
Str
eet
Hia
was
see
Rd
Pin
e H
ills
Rd
Cnt
yC
olle
ctor
U2
E--
-88
033
137
512
B
33.1
Bea
chlin
e E
xpy
Bre
vard
Cou
nty
Line
SR
520
ST
Prin
Art
- E
xpy
R4
B--
-21
0012
410
859
B
33.2
Bea
chlin
e E
xpy
SR
520
ICP
Blv
dS
TP
rin A
rt -
Exp
yR
4B
---
2100
1721
637
3B
33.2
2B
each
line
Exp
yIC
P B
lvd
Cen
tral
Flo
rida
Gre
enew
ayS
TP
rin A
rt -
Exp
yT
4B
---
2200
1721
047
9B
33.3
Bea
chlin
e E
xpy
Cen
tral
Flo
rida
Gre
enew
ayN
arco
osse
e R
dS
TP
rin A
rt -
Exp
yU
4D
---
3720
2606
011
14C
33.4
Bea
chlin
e E
xpy
Nar
coos
see
Rd
Sem
oran
Blv
dS
TP
rin A
rt -
Exp
yU
6D
---
5580
2568
030
12B
33.4
2B
each
line
Exp
yS
emor
an B
lvd
McC
oy R
oad
/ Bog
gy C
reek
Rd
ST
Prin
Art
- E
xpy
U6
D--
-55
8031
110
2469
B
33.5
Bea
chlin
e E
xpy
McC
oy R
oad
/ Bog
gy C
reek
Rd
Ora
nge
Blo
ssom
Tr
/ Flo
rida'
s S
TP
rin A
rt -
Exp
yU
6D
---
5580
2421
031
59B
33.5
2B
each
line
Exp
yO
rang
e B
loss
om T
r / F
lorid
a's
Inte
rsta
te 4
ST
BP
rin A
rt -
Exp
yU
4D
---
3720
2909
081
1C
34B
eggs
Rd
Lake
ville
Rd
Pin
e H
ills
Rd
Cnt
yC
olle
ctor
U2
E--
-11
7046
152
657
C
34.1
Beg
gs R
dP
ine
Hill
s R
dE
dgew
ater
Dr
Cnt
yC
olle
ctor
U2
E--
-11
7023
510
925
B
36B
enne
tt R
dC
orrin
e D
rC
olon
ial D
rO
rland
oM
in A
rtU
4E
---
1870
520
013
50C
37B
eula
h R
dM
arsh
all F
arm
s R
dC
olon
ial D
rC
nty/
WG
Col
lect
orU
2E
-0.2
704
389
930
6B
38W
Ora
nge
Ave
nue
Ora
nge
Blo
ssom
Tr
Lake
Vie
w D
rive
Cnt
yC
olle
ctor
U2
E-0
.270
420
626
472
B
38.1
Bin
ion
Rd
Lake
Vie
w D
rive
Lust
Rd
Cnt
yC
olle
ctor
R2
D--
-11
0035
914
727
B
38.2
Bin
ion
Rd
Lust
Rd
Oco
ee-A
popk
a R
dC
nty
Col
lect
orR
2D
---
1100
261
083
9B
38.8
Blu
ford
Ave
Old
Win
ter
Gar
den
Rd
Col
onia
l Dr
Cnt
yM
in A
rtU
2E
---
860
331
052
9C
39B
lufo
rd A
veC
olon
ial D
rS
ilver
Sta
r R
dC
nty
Min
Art
U2
E--
-86
048
00
380
C
40.9
Bog
gy C
reek
Rd
Jetp
ort D
rive
4th
Ave
City
Min
Art
U2
E--
-88
039
327
460
B
41B
oggy
Cre
ek R
d4t
h A
veT
rade
port
Dr
City
Min
Art
U2
E--
-88
042
22
456
B
41.1
Bog
gy C
reek
Rd
Tra
depo
rt D
rW
ethe
rbee
Rd
Cnt
yM
in A
rtU
2E
---
880
599
157
124
C
42B
oggy
Cre
ek R
dW
ethe
rbee
Rd
Cen
tral
Flo
rida
Gre
enew
ayC
nty
Min
Art
U2
E--
-88
042
917
227
9C
42.1
Bog
gy C
reek
Rd
Cen
tral
Flo
rida
Gre
enew
ayO
sceo
la C
ount
y Li
neC
nty/
Orl
Min
Art
U2
E--
-88
086
811
80
F
43B
oy S
cout
Blv
d / L
ake
Vie
w D
rB
inio
n R
dO
rang
e B
loss
om T
rC
nty
Col
lect
orU
2E
---
860
165
3066
5C
44B
uck
Roa
dD
ean
Rd
Rou
se R
dC
nty
Col
lect
orU
2E
-0.2
704
410
2327
1C
45B
umby
Ave
Col
onia
l Dr
And
erso
n R
dC
nty
Col
lect
orU
4E
---
1700
883
081
7D
46B
umby
Ave
/ Lak
e C
omo
Circ
leA
nder
son
Rd
Cur
ry F
ord
Rd
Orla
ndo
Col
lect
orU
2E
---
860
491
136
8C
47B
umby
Ave
Cur
ry F
ord
Rd
Mic
higa
n S
tC
nty
Col
lect
orU
2E
---
860
400
245
8C
48B
umby
Ave
Mic
higa
n S
tG
atlin
Ave
Cnt
yC
olle
ctor
U2
E--
-86
044
01
419
C
49C
entr
al A
veM
icha
el G
ladd
en B
lvd
Ora
nge
Blo
ssom
Tr
Apo
pka
Col
lect
orU
2E
---
790
172
261
6C
49.1
Cen
tral
Flo
rida
Gre
enew
ayO
sceo
la C
ount
y Li
neS
R 5
36S
TP
rin A
rt -
Exp
yU
4D
---
3720
1034
026
86B
49.2
Cen
tral
Flo
rida
Gre
enew
ayS
R 5
36Jo
hn Y
oung
Pkw
yS
TP
rin A
rt -
Exp
yU
4D
---
3720
2100
016
20B
49.3
Cen
tral
Flo
rida
Gre
enew
ayJo
hn Y
oung
Pkw
yLa
ndst
ar B
lvd
ST
Prin
Art
- E
xpy
U4
D--
-37
2018
930
1827
B
49.4
Cen
tral
Flo
rida
Gre
enew
ayLa
ndst
ar B
lvd
Bog
gy C
reek
Rd
ST
Prin
Art
- E
xpy
U4
D--
-37
2013
0911
2400
B
49.5
Cen
tral
Flo
rida
Gre
enew
ayB
oggy
Cre
ek R
dN
arco
osse
e R
dS
TP
rin A
rt -
Exp
yU
4D
---
3720
1496
3521
89B
49.6
Cen
tral
Flo
rida
Gre
enew
ayN
arco
osse
e R
dB
each
line
Exp
yS
TP
rin A
rt -
Exp
yT
4B
---
2200
1225
2794
8B
50C
entr
al F
lorid
a P
kwy
Tur
key
Lake
Rd
Inte
rnat
iona
l Dr
Cnt
yM
in A
rtU
4E
---
1870
941
567
362
D
51C
entr
al F
lorid
a P
kwy
Inte
rnat
iona
l Dr
John
You
ng P
kwy
Cnt
yM
in A
rtU
4E
---
1870
1391
189
290
D
52C
entr
al F
lorid
a P
kwy
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
Cnt
yM
in A
rtU
4E
---
1960
917
6298
1B
53C
hanc
ello
r D
rS
and
Lake
Rd
Orla
ndo
Cen
tral
Pkw
yC
nty
Col
lect
orU
2E
---
880
408
2744
5B
54C
hanc
ello
r D
rO
rland
o C
entr
al P
kwy
Oak
Rid
ge R
dC
nty
Col
lect
orU
2E
---
880
287
3356
0B
54.4
Cha
lleng
er P
kwy
Col
onia
l Dr
(E)
Inge
nuity
Dr
Cnt
yC
olle
ctor
U4
E--
-19
6012
0312
745
B
54.5
Cha
lleng
er P
kwy
Inge
nuity
Dr
Ala
faya
Tr
Cnt
yC
olle
ctor
U4
E--
-19
6076
13
1196
B
55C
hase
Rd
Win
ter
Gar
den-
Vin
elan
d R
dJa
ck N
ickl
aus
Pkw
yC
nty
Col
lect
orU
2E
---
1230
532
659
39C
Remaining
Capacity
as o
f Jun
e 30
, 201
22
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
56C
hase
Rd
Jack
Nic
klau
s P
kwy
Mai
n S
tC
nty
Col
lect
orU
2E
---
1230
588
148
494
B
56.5
Chi
ckas
aw T
rLe
e V
ista
Blv
dC
asca
de D
rO
rland
oC
olle
ctor
U2
E--
-88
046
421
395
B
57C
hick
asaw
Tr
Cas
cade
Rd
Cur
ry F
ord
Rd
Cnt
yC
olle
ctor
U2
E--
-88
074
210
038
D
58C
hick
asaw
Tr
Cur
ry F
ord
Rd
El P
rado
Dr
Cnt
yC
olle
ctor
U2
E--
-88
051
012
324
7C
59C
hick
asaw
Tr
El P
rado
Dr
Lake
Und
erhi
ll R
dC
nty
Col
lect
orU
2E
---
880
542
4629
2C
60C
hick
asaw
Tr
Lake
Und
erhi
ll R
dV
alen
cia
Col
lege
Lan
eC
nty
Col
lect
orU
2E
---
880
700
110
70C
60.1
Chi
ckas
aw T
rV
alen
cia
Col
lege
Lan
eC
olon
ial D
rC
nty
Col
lect
orU
2E
---
880
700
9288
C
61C
hulu
ota
Rd
Col
onia
l Dr
Lake
Pic
kett
Rd
Cnt
yC
olle
ctor
R2
D--
-11
0057
930
621
5D
62C
hulu
ota
Rd
Lake
Pic
kett
Rd
Sem
inol
e C
ount
y Li
neC
nty
Col
lect
orR
2D
---
1100
579
9442
7C
63N
Apo
pka-
Vnl
d R
d / C
larc
ona
Rd
Cla
rcon
a-O
coee
Rd
Gill
iam
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
448
170
153
C
63.1
Cla
rcon
a R
dG
illia
m R
dK
eene
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
445
445
205
C
64C
larc
ona
Rd
Kee
ne R
dC
leve
land
St
Cnt
yC
olle
ctor
U2
E-0
.270
436
055
289
C
66N
.Blu
ford
Av/
N.L
kwd.
Av.
/Cla
rc-O
cRd
Silv
er S
tar
Rd
Ful
ler's
Cro
ss R
dO
coee
Col
lect
orU
2E
-0.2
704
333
037
1B
66.1
Cla
rcon
a-O
coee
Rd
Ful
ler's
Cro
ss R
dC
larc
ona-
Oco
ee R
d C
nty
Col
lect
orU
2E
---
860
389
047
1C
67C
larc
ona-
Oco
ee R
d R
ealig
nmen
tC
larc
ona-
Oco
ee R
d C
lark
e R
dC
nty
Col
lect
orU
2E
---
880
389
548
6B
67.1
Cla
rcon
a-O
coee
Rd
Cla
rke
Rd
Apo
pka
Vin
elan
d R
dC
nty
Col
lect
orU
4E
---
1960
482
4314
35B
68C
larc
ona-
Oco
ee R
dA
popk
a-V
inel
and
Rd
Hia
was
see
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6075
814
510
57B
69C
larc
ona-
Oco
ee R
dH
iaw
asse
e R
dP
ower
s D
rC
nty
Col
lect
orU
4E
---
1960
1049
5585
6B
70C
larc
ona-
Oco
ee R
dP
ower
s D
rP
ine
Hill
s R
dC
nty
Col
lect
orU
4E
---
1870
1110
8068
0C
71C
larc
ona-
Oco
ee R
dP
ine
Hill
s R
dO
rang
e B
loss
om T
rC
nty
Col
lect
orU
4E
---
1960
1094
1784
9B
71.1
Cla
rcon
a-O
coee
Rd
Ora
nge
Blo
ssom
Tr
Edg
ewat
er D
rC
nty
Col
lect
orU
4E
---
1870
1054
381
3C
72C
lay
St
Ora
nge
Ave
Par
Ave
Orla
ndo
Col
lect
orU
2E
-0.2
632
619
013
E
72.2
Cla
y S
tP
ar A
veF
airb
anks
Ave
Cnt
y/O
rlC
olle
ctor
U2
E-0
.268
842
62
260
C
73C
olum
bia
St
John
You
ng P
kwy
Ivey
Lan
eO
rland
oC
olle
ctor
U4
E--
-18
7061
135
1224
C
74C
onro
y-W
inde
rmer
e R
dLa
ke S
tA
popk
a-V
inel
and
Rd
Win
derm
ere
BC
olle
ctor
U2
E--
-11
6010
1690
54E
75C
onro
y-W
inde
rmer
e R
dA
popk
a-V
inel
and
Rd
Dr.
Phi
lips
Blv
dC
nty
BM
in A
rtU
4E
---
2340
1414
8284
4B
76C
onro
y-W
inde
rmer
e R
dD
r. P
hilli
ps B
lvd
Hia
was
see
Rd
Cnt
yC
Min
Art
U6
E--
-28
3015
363
1291
C
76.5
Con
roy-
Win
derm
ere
Rd
Hia
was
see
Rd
Tur
key
Lake
Rd
Cnt
yC
Min
Art
U6
E--
-28
3018
970
933
C
77C
onro
y-W
inde
rmer
e R
dT
urke
y La
ke R
dK
irkm
an R
dC
nty
CM
in A
rtU
6E
---
2830
1500
013
30C
77.1
Con
roy-
Win
derm
ere
Rd
Kirk
man
Rd
Vin
elan
d R
dC
nty
Min
Art
U4
E--
-19
6014
950
465
B
77.2
Con
roy-
Win
derm
ere
Rd
Vin
elan
d R
dM
illen
ia B
lvd
Cnt
yM
in A
rtU
4E
---
1960
1282
167
7B
77.3
Con
roy-
Win
derm
ere
Rd
Mill
enia
Blv
dJo
hn Y
oung
Pkw
yC
nty
Min
Art
U4
E--
-19
6011
510
809
B
78C
onw
ay G
arde
ns R
dG
atlin
Ave
Lake
Mar
gare
t Dr
Cnt
yC
olle
ctor
U2
E--
-88
022
114
645
B
79C
onw
ay G
arde
ns R
dLa
ke M
arga
ret D
rC
urry
For
d R
dC
nty
Col
lect
orU
2E
---
880
288
1857
4B
79.9
Con
way
Rd
McC
oy R
dJu
dge
Rd
Cnt
yM
in A
rtU
4E
---
1960
1013
2092
7B
80C
onw
ay R
dJu
dge
Rd
Hof
fner
Rd
Orla
ndo
BM
in A
rtU
4E
---
1960
1290
5062
0B
81C
onw
ay R
dH
offn
er A
veG
atlin
Ave
ST
Min
Art
U4
E--
-19
6014
1187
462
B
82C
onw
ay R
dG
atlin
Ave
Mic
higa
n S
tS
TM
in A
rtU
4E
---
1870
1311
4651
3D
82.5
Con
way
Rd
Mic
higa
n S
tC
urry
For
d R
dS
TM
in A
rtU
4E
---
1960
1115
384
2B
83C
onw
ay R
dC
urry
For
d R
dLa
ke U
nder
hill
Rd
ST
Min
Art
U4
E--
-19
6097
00
990
B
83.9
For
est A
veV
irgin
ia D
rC
orrin
e D
rC
nty
Min
Art
U4
E--
-17
0098
40
716
D
84C
orrin
e D
rF
ores
t Ave
Win
ter
Par
k R
dC
nty
Min
Art
U4
E--
-18
7012
881
581
C
85C
orrin
e D
rW
inte
r P
ark
Rd
Ben
nett
Rd
Cnt
yM
in A
rtU
4E
---
1870
1001
086
9C
86C
ryst
al L
ake
Dr
Rob
inso
n S
tS
outh
St
ST
Min
Art
U4
E--
-19
6011
220
838
B
87C
ryst
al L
ake
Dr
Sou
th S
tC
urry
For
d R
dO
rland
oC
Col
lect
orU
2E
---
880
678
020
2C
88C
ryst
al L
ake
Dr
Cur
ry F
ord
Rd
Mic
higa
n S
tC
nty
Min
Art
U2
E--
-88
046
60
414
B
89C
ryst
al L
ake
Dr
Per
shin
g A
veLa
ke M
arga
ret D
rC
nty
Col
lect
orU
2E
---
860
681
791
C
90C
urry
For
d R
dF
ernc
reek
Ave
Bum
by A
veC
nty/
Orl
Col
lect
orU
2E
---
860
521
033
9C
Remaining
Capacity
as o
f Jun
e 30
, 201
23
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
91C
urry
For
d R
dB
umby
Ave
Con
way
Rd
Cnt
y/O
rlM
in A
rtU
4E
---
1870
745
011
25C
92C
urry
For
d R
dC
onw
ay R
dS
emor
an B
lvd
ST
CM
in A
rtU
4E
---
1870
1428
044
2D
93C
urry
For
d R
dS
emor
an B
lvd
Gol
denr
od R
dS
TB
Min
Art
U4
E--
-18
7016
1752
201
D
93.1
Cur
ry F
ord
Rd
Gol
denr
od R
dC
hick
asaw
Tr
Cnt
yM
in A
rtU
4E
---
1960
1244
215
501
B
93.1
2C
urry
For
d R
dC
hick
asaw
Tra
ilE
conl
ocka
tche
e T
rC
nty
Min
Art
U4
E--
-19
6013
8040
917
1C
94C
urry
For
d R
dE
conl
ocka
tche
e T
rD
ean
Rd
Cnt
yM
in A
rtU
6E
---
2830
2482
318
30E
94.1
Cur
ry F
ord
Rd
Dea
n R
dC
ypre
ss S
prin
gs P
kwy
Cnt
yM
in A
rtU
4E
---
2720
1586
285
849
D
94.1
2C
urry
For
d R
dC
ypre
ss S
prin
gs P
kwy
Ala
faya
Tr
Cnt
yM
in A
rtU
4E
---
2720
1780
185
755
D
95D
aetw
yler
Dr
Bea
chlin
e E
xpy
Judg
e R
dC
nty
Col
lect
orU
2E
-0.2
704
557
1013
7C
95.4
Dan
iels
Rd
Win
ter
Gar
den-
Vin
elan
d R
dF
owle
r G
rove
Blv
dC
nty
Min
Art
U6
E--
-28
3076
90
2061
C
95.5
Dan
iels
Rd
Fow
ler
Gro
ve B
lvd
Rop
er R
dC
nty
Min
Art
U4
E--
-19
6068
70
1273
B
95.6
Dan
iels
Rd
Rop
er R
dC
olon
ial D
rC
nty
Min
Art
U4
E--
-19
6058
70
1373
B
96D
ean
Rd
Cur
ry F
ord
Rd
Lake
Und
erhi
ll R
dC
nty
BC
olle
ctor
U2
E--
-12
4074
716
033
3B
97D
ean
Rd
Lake
Und
erhi
ll R
dE
ast-
Wes
t Exp
yC
nty
Min
Art
U4
E--
-18
7010
9917
959
2C
97.1
Dea
n R
dE
ast-
Wes
t Exp
yC
olon
ial D
rC
nty
Min
Art
U4
E--
-18
7096
311
579
2C
98D
ean
Rd
Col
onia
l Dr
Win
der
Tr
Cnt
yM
in A
rtU
4E
---
2240
1007
4911
84B
98.5
Dea
n R
dW
inde
r T
rU
nive
rsity
Blv
dC
nty
Min
Art
U4
E--
-22
4012
8339
918
B
99D
ean
Rd
Uni
vers
ity B
lvd
Sem
inol
e C
ount
y Li
neC
nty
Min
Art
U2
E--
-88
082
024
36D
100
Del
aney
Ave
Mic
higa
n S
tK
aley
Ave
Orla
ndo
Col
lect
orU
2E
-0.2
704
344
235
8B
101
Del
aney
Ave
Kal
ey A
veG
ore
St
Orla
ndo
Min
Art
U2
E-0
.268
833
50
353
C
102
Dill
ard
St
Col
onia
l Dr
Pla
nt S
tS
TC
Min
Art
U4
E--
-18
7071
32
1155
C
104
Dix
ie B
elle
Dr
Gat
lin A
veLa
ke M
arga
ret D
rO
rland
oC
olle
ctor
U2
E--
-88
027
010
600
B
105
Dix
ie B
elle
Dr
Lake
Mar
gare
t Dr
Cur
ry F
ord
Rd
Orla
ndo
Col
lect
orU
2E
---
880
585
429
1C
106
Dow
den
Rd
(4th
St)
Bog
gy C
reek
Rd
Ora
nge
Ave
Cnt
yC
olle
ctor
U2
E--
-88
019
618
666
B
107
Dr.
Phi
llips
Blv
dS
and
Lake
Rd
Wal
lace
Rd
Cnt
yC
olle
ctor
U4
E--
-18
7098
121
667
3C
108
Dr.
Phi
llips
Blv
dW
alla
ce R
dP
in O
ak D
rC
nty
Col
lect
orU
4E
---
1960
641
3412
85B
108.
1D
r. P
hilli
ps B
lvd
Pin
Oak
Dr
Con
roy-
Win
derm
ere
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6062
70
1333
B
108.
2C
entr
al F
lorid
a G
reen
eway
Bea
chlin
e E
xpy
Lee
Vis
ta B
lvd
ST
Prin
Art
- E
xpy
U4
D--
-37
2033
806
334
D
108.
21C
entr
al F
lorid
a G
reen
eway
Lee
Vis
ta B
lvd
Cur
ry F
ord
Rd
ST
Prin
Art
- E
xpy
U4
D--
-37
2033
800
340
D
108.
22C
entr
al F
lorid
a G
reen
eway
Cur
ry F
ord
Rd
Eas
t-W
est E
xpy
ST
Prin
Art
- E
xpy
U4
D--
-37
2022
965
1419
C
108.
24C
entr
al F
lorid
a G
reen
eway
Eas
t-W
est E
xpy
Nor
ther
n E
xten
sion
ST
Prin
Art
- E
xpy
U4
D--
-37
2019
730
1747
B
108.
26C
entr
al F
lorid
a G
reen
eway
Nor
ther
n E
xten
sion
Col
onia
l Dr
ST
Prin
Art
- E
xpy
U4
D--
-37
2037
250
0E
108.
28C
entr
al F
lorid
a G
reen
eway
Col
onia
l Dr
Uni
vers
ity B
lvd
ST
BP
rin A
rt -
Exp
yU
4D
---
3720
4094
00
F
108.
3C
entr
al F
lorid
a G
reen
eway
Uni
vers
ity B
lvd
Sem
inol
e C
ount
y Li
neS
TP
rin A
rt -
Exp
yU
4D
---
3720
3064
065
6D
108.
4E
ast-
Wes
t Exp
yF
lorid
a's
Tur
npik
eH
iaw
asse
e R
dS
TP
rin A
rt -
Exp
yU
4D
---
3720
3093
062
7D
108.
42E
ast-
Wes
t Exp
yH
iaw
asse
e R
dK
irkm
an R
dS
TP
rin A
rt -
Exp
yU
6D
---
5580
3024
025
56B
108.
44E
ast-
Wes
t Exp
yK
irkm
an R
dO
rang
e B
loss
om T
rS
TP
rin A
rt -
Exp
yU
6D
---
5580
3260
023
20B
108.
46E
ast-
Wes
t Exp
yO
rang
e B
loss
om T
rIn
ters
tate
4S
TP
rin A
rt -
Exp
yU
6D
---
5580
2925
026
55B
108.
48E
ast-
Wes
t Exp
yIn
ters
tate
4M
ills
Ave
ST
CP
rin A
rt -
Exp
yU
8D
---
7420
4647
027
73C
108.
5E
ast-
Wes
t Exp
yM
ills
Ave
Sem
oran
Blv
dS
TP
rin A
rt -
Exp
yU
8D
---
7420
4524
028
96C
108.
52E
ast-
Wes
t Exp
yS
emor
an B
lvd
Gol
denr
od R
dS
TP
rin A
rt -
Exp
yU
8D
---
7420
5533
118
86C
108.
54E
ast-
Wes
t Exp
yG
olde
nrod
Rd
Eas
t-W
est E
xpy
ST
Prin
Art
- E
xpy
U8
D--
-74
2051
571
2262
C
108.
56E
ast-
Wes
t Exp
yE
ast-
Wes
t Exp
yC
entr
al F
lorid
a G
reen
eway
ST
Prin
Art
- E
xpy
U4
D--
-37
2036
800
40D
108.
58E
ast-
Wes
t Exp
yC
entr
al F
lorid
a G
reen
eway
Dea
n R
dS
TP
rin A
rt -
Exp
yU
4D
---
3720
3825
00
E
108.
6E
ast-
Wes
t Exp
yD
ean
Rd
Rou
se R
dS
TP
rin A
rt -
Exp
yU
4D
---
3720
2910
081
0C
108.
62E
ast-
Wes
t Exp
yR
ouse
Rd
Ala
faya
Tr
ST
Prin
Art
- E
xpy
U4
D--
-37
2026
210
1099
C
108.
64E
ast-
Wes
t Exp
yA
lafa
ya T
rC
olon
ial D
rS
TP
rin A
rt -
Exp
yU
4D
---
3720
1801
019
19B
108.
9E
conl
ockh
atch
ee T
rLe
e V
ista
Blv
dC
urry
For
d R
dC
nty
Col
lect
orU
2E
---
880
619
109
152
C
Remaining
Capacity
as o
f Jun
e 30
, 201
24
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
109
Eco
nloc
khat
chee
Tr
Cur
ry F
ord
Rd
Lake
Und
erhi
ll R
dC
nty
Col
lect
orU
2E
---
880
550
188
142
C
109.
1E
conl
ockh
atch
ee T
rLa
ke U
nder
hill
Rd
Val
enci
a C
olle
ge L
ane
Cnt
yC
olle
ctor
U2
E--
-11
2086
966
185
B
110
Eco
nloc
khat
chee
Tr
Val
enci
a C
olle
ge L
ane
Col
onia
l Dr
Cnt
yC
olle
ctor
U2
E--
-11
2089
041
189
B
110.
5E
conl
ockh
atch
ee T
rC
olon
ial D
rT
reva
thon
Rd
Cnt
yC
olle
ctor
U2
E--
-88
053
630
314
C
110.
6E
conl
ockh
atch
ee T
rT
reva
thon
Rd
Cen
tral
Flo
rida
Gre
enew
ayC
nty
Col
lect
orU
2E
---
880
536
933
5C
111
Eco
nloc
khat
chee
Tr
Cen
tral
Flo
rida
Gre
enew
ayU
nive
rsity
Blv
dC
nty
Col
lect
orU
2E
---
880
528
7827
4C
112
Ede
n P
ark
Rd
Beg
gs R
dS
emin
ole
Cou
nty
Line
Cnt
yC
olle
ctor
U2
E-0
.268
811
35
570
C
113
Edg
ewat
er D
rP
rince
ton
St
Mau
ry R
dS
TB
Min
Art
U4
E--
-17
0011
534
543
D
114
Edg
ewat
er D
rM
aury
Rd
Fai
rban
ks A
veS
TM
in A
rtU
4E
---
1960
1153
2478
3B
115
Edg
ewat
er D
rF
airb
anks
Ave
Lee
Rd
ST
Min
Art
U4
E--
-19
6012
3823
699
B
116
Edg
ewat
er D
rLe
e R
dF
ores
t City
Rd
ST
CM
in A
rtU
4E
---
1870
1698
3913
3D
117
Edg
ewat
er D
rF
ores
t City
Rd
Cla
rcon
a-O
coee
Rd
Cnt
yC
olle
ctor
U4
E--
-18
7011
4713
710
C
118
Edg
ewat
er D
rC
larc
ona-
Oco
ee R
dB
eggs
Rd
Cnt
yC
olle
ctor
U2
E--
-86
065
411
195
D
120
SR
536
(W
orld
Cen
ter
Pkw
y)E
Bue
na V
ista
Dr
Inte
rsta
te 4
ST
Min
Art
U6
E--
-56
5030
450
2605
C
121
SR
536
(W
orld
Cen
ter
Pkw
y)In
ters
tate
4W
inte
r G
arde
n-V
inel
and
Rd
/ S
TM
in A
rtU
6E
---
2940
1796
741
403
C
121.
9C
olon
ial D
r (W
)La
ke C
ount
y Li
neF
lorid
a's
Tur
npik
eS
TB
Prin
Art
R6
E--
-24
0026
230
0F
122
Col
onia
l Dr
(W)
Flo
rida'
s T
urnp
ike
Ava
lon
Rd
ST
Prin
Art
U6
E--
-29
4091
30
2027
B
123
Col
onia
l Dr
(W)
Ava
lon
Rd
Win
ter
Gar
den-
Vin
elan
d R
dS
TP
rin A
rtU
6E
---
2940
1434
015
06B
124
Col
onia
l Dr
(W)
Win
ter
Gar
den-
Vin
elan
d R
dB
eula
h R
dS
TB
Prin
Art
U6
E--
-28
3017
204
1106
C
124.
1C
olon
ial D
r (W
)B
uela
h R
dF
lorid
a's
Tur
npik
e (E
) / W
este
rn B
ltwy
ST
BP
rin A
rtU
6E
---
2940
1838
910
93B
124.
2C
olon
ial D
r (W
)F
lorid
a's
Tur
npik
e (E
) / W
este
rn
Blu
ford
Ave
ST
Prin
Art
U4
E--
-18
7012
979
564
C
124.
3C
olon
ial D
r (W
)B
lufo
rd A
veE
ast-
Wes
t Exp
yS
TP
rin A
rtU
4E
---
2260
1306
4491
0B
125
Col
onia
l Dr
(W)
Eas
t-W
est E
xpy
Goo
d H
omes
Rd
ST
Prin
Art
U6
E--
-29
4025
4111
528
4C
126
Col
onia
l Dr
(W)
Goo
d H
omes
Rd
N A
popk
a V
inel
and
Rd
ST
Prin
Art
U6
E--
-29
4013
9720
313
40B
126.
1C
olon
ial D
r (W
)N
Apo
pka
Vin
elan
d R
dH
iaw
asse
e R
dS
TP
rin A
rtU
6E
---
2830
2623
247
0F
127
Col
onia
l Dr
(W)
Hia
was
see
Rd
Kirk
man
Rd
ST
Prin
Art
U6
E--
-28
3091
312
017
97C
127.
8C
olon
ial D
r (W
)K
irkm
an R
dM
issi
on R
dS
TC
Prin
Art
U6
E--
-28
3012
3283
1515
C
128
Col
onia
l Dr
(W)
Mis
sion
Rd
Mer
cy D
rS
TC
Prin
Art
U6
E--
-28
3018
3377
920
C
128.
1C
olon
ial D
r (W
)M
ercy
Dr
John
You
ng P
kwy
ST
CP
rin A
rtU
6E
---
2830
1588
4112
01C
129
Col
onia
l Dr
(W)
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
ST
CP
rin A
rtU
6E
---
2830
1358
014
72C
130
Col
onia
l Dr
(W)
Ora
nge
Blo
ssom
Tr
Inte
rsta
te 4
ST
CP
rin A
rtU
4E
---
1700
1297
040
3D
130.
1C
olon
ial D
r (E
)In
ters
tate
4M
ills
Ave
ST
CP
rin A
rtU
5E
---
1700
1372
032
8D
131
Col
onia
l Dr
(E)
Mill
s A
veB
umby
Ave
ST
CP
rin A
rtU
5E
---
1700
1644
056
E
131.
1C
olon
ial D
r (E
)B
umby
Ave
Ben
nett
Rd
ST
CP
rin A
rtU
6E
---
3150
1644
015
06C
132
Col
onia
l Dr
(E)
Ben
nett
Rd
Sem
oran
Blv
dS
TC
Prin
Art
U6
E--
-31
5012
4446
1860
C
133
Col
onia
l Dr
(E)
Sem
oran
Blv
dF
orsy
th R
dS
TP
rin A
rtU
6E
---
2940
1911
305
724
B
133.
1C
olon
ial D
r (E
)F
orsy
th R
dG
olde
nrod
Rd
ST
Prin
Art
U6
E--
-29
4019
1118
684
3B
134
Col
onia
l Dr
(E)
Gol
denr
od R
dC
entr
al F
lorid
a G
reen
eway
ST
Prin
Art
U6
E--
-28
3019
8822
262
0D
134.
1C
olon
ial D
r (E
)C
entr
al F
lorid
a G
reen
eway
Dea
n R
dS
TP
rin A
rtU
6E
---
2830
1912
104
814
C
134.
2C
olon
ial D
r (E
)D
ean
Rd
Rou
se R
dS
TP
rin A
rtU
6E
---
2940
1465
275
1200
B
134.
3C
olon
ial D
r (E
)R
ouse
Rd
Ala
faya
Tr
ST
Prin
Art
U6
E--
-28
3017
0136
876
1C
135
Col
onia
l Dr
(E)
Ala
faya
Tr
Woo
dbur
y R
dS
TP
rin A
rtU
6E
---
3060
1722
355
983
B
135.
1C
olon
ial D
r (E
)W
oodb
ury
Rd
Lake
Pic
kett
Rd
ST
Prin
Art
U6
E--
-30
6023
9127
239
7B
136
Col
onia
l Dr
(E)
Lake
Pic
kett
Rd
Ava
lon
Par
k B
lvd
ST
Prin
Art
U6
E--
-30
6021
1662
332
1B
136.
02C
olon
ial D
r (E
)A
valo
n P
ark
Blv
dS
. Tan
ner
Rd
ST
Prin
Art
U6
E--
-29
4017
3558
562
0B
136.
1C
olon
ial D
r (E
)S
. Tan
ner
Rd
Chu
luot
a R
dS
TP
rin A
rtU
6E
---
2940
1735
499
706
B
137
Col
onia
l Dr
(E)
Chu
luot
a R
dS
R 5
20S
TP
rin A
rtR
4D
---
2630
1448
244
938
C
138
Col
onia
l Dr
(E)
SR
520
Ft.
Chr
istm
as R
dS
TP
rin A
rtR
4D
---
2630
545
3220
53B
Remaining
Capacity
as o
f Jun
e 30
, 201
25
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
138.
1C
olon
ial D
r (E
)F
t. C
hris
tmas
Rd
Bre
vard
Cou
nty
Line
ST
Prin
Art
R4
D--
-26
3062
525
1980
B
139
Fai
rban
ks A
veE
dgew
ater
Dr
Inte
rsta
te 4
ST
CP
rin A
rtU
4E
-0.3
1403
937
1545
1C
140
Fai
rban
ks A
veIn
ters
tate
4O
rland
o A
veS
TC
Prin
Art
U4
E-0
.117
7712
993
475
D
141
Fai
rban
ks A
veO
rland
o A
veO
rang
e A
veS
TC
Prin
Art
U4
E-0
.117
7785
40
923
C
142
Fai
rban
ks A
veO
rang
e A
veP
ark
Ave
ST
CP
rin A
rtU
4E
-0.1
1615
1439
017
6E
143
Fai
rban
ks A
veP
ark
Ave
Alo
ma
Ave
ST
CP
rin A
rtU
4E
---
1960
1741
021
9C
143.
1F
airw
ay W
oods
Blv
dO
rang
e A
veLa
ndst
ar B
lvd
Cnt
yC
olle
ctor
U4
E--
-18
7065
342
1175
C
144
Fer
ncre
ek A
veC
urry
For
d R
dM
ichi
gan
St
Cnt
yC
olle
ctor
U2
E--
-86
038
91
470
C
144.
5F
ernc
reek
Ave
Mic
higa
n S
tG
atlin
Ave
Cnt
yC
olle
ctor
U2
E--
-88
052
71
352
C
145
Fic
quet
te R
dLa
ke H
anco
ck R
d / R
eam
s R
dW
inte
r G
arde
n-V
inel
and
Rd
Cnt
yC
olle
ctor
U2
E--
-13
8051
148
538
4C
145.
1F
lorid
a's
Tur
npik
eO
sceo
la C
ount
y Li
neB
each
line
Exp
yS
TP
rin A
rt -
Exp
yU
4D
---
3720
3277
843
5D
145.
2F
lorid
a's
Tur
npik
eB
each
line
Exp
yE
ast-
Wes
t Exp
yS
TP
rin A
rt -
Exp
yU
6D
---
5580
3457
021
23C
145.
3F
lorid
a's
Tur
npik
eE
ast-
Wes
t Exp
yLa
ke C
ount
y Li
neS
TP
rin A
rt -
Exp
yU
8D
---
7420
4811
026
09C
148
For
est C
ity R
dE
dgew
ater
Dr
Lake
Ave
/ K
enne
dy B
lvd
ST
Min
Art
U4
E--
-19
6011
6711
782
B
149
For
est C
ity R
dLa
ke A
ve /
Ken
nedy
Blv
dS
emin
ole
Cou
nty
Line
ST
Min
Art
U4
E--
-18
7095
018
902
C
150
For
syth
Rd
Col
onia
l Dr
Han
ging
Mos
s R
dC
nty
BC
olle
ctor
U3
E--
-10
4079
714
994
C
151
For
syth
Rd
Han
ging
Mos
s R
dU
nive
rsity
Blv
dC
nty
Col
lect
orU
3E
---
1040
837
170
33D
152
For
syth
Rd
Uni
vers
ity B
lvd
Alo
ma
Ave
Cnt
yC
olle
ctor
U4
E--
-19
6079
151
1118
B
155
Ft.
Chr
istm
as R
dS
emin
ole
Cou
nty
Line
Phi
llips
Rd
Cnt
yC
olle
ctor
R2
D--
-11
0010
614
980
B
155.
5F
t. C
hris
tmas
Rd
Phi
llips
Rd
Col
onia
l Dr
Cnt
yC
olle
ctor
R2
D--
-11
0067
1410
19B
157
Gat
lin A
veO
rang
e A
veB
umby
Ave
Cnt
yC
olle
ctor
U2
E--
-88
050
40
376
B
159
Gat
lin A
veC
onw
ay G
arde
ns R
dK
enne
dy R
dC
nty
Col
lect
orU
2E
---
970
606
2034
4C
159.
1G
atlin
Ave
Ken
nedy
Rd
Sem
oran
Blv
dC
nty
Col
lect
orU
2E
---
970
443
4048
7C
160
Gen
eral
Ree
se A
veC
orrin
e D
rG
lenr
idge
Way
Orla
ndo
Col
lect
orU
2E
-0.2
704
485
021
9C
161
Gle
nrid
ge W
ayW
inte
r P
ark
Rd
Lake
mon
t Ave
Win
ter
Pk
BC
olle
ctor
U2
E--
-88
056
50
315
C
161.
4G
olde
nrod
Rd
Bea
chlin
e E
xpy
Nar
coos
see
Rd
ST
Min
Art
U4
E--
-19
6036
538
1557
B
161.
5G
olde
nrod
Rd
Nar
coos
see
Rd
Per
shin
g A
veS
TM
in A
rtU
4E
---
1960
1246
182
532
B
162
Gol
denr
od R
dP
ersh
ing
Ave
Cur
ry F
ord
Rd
ST
Min
Art
U4
E--
-21
6017
2016
927
1B
163
Gol
denr
od R
dC
urry
For
d R
dLa
ke U
nder
hill
Rd
ST
Min
Art
U4
E--
-19
6013
5116
844
1B
164
Gol
denr
od R
dLa
ke U
nder
hill
Rd
Val
enci
a C
olle
ge L
ane
ST
Min
Art
U4
E--
-20
9013
0724
553
8C
164.
1G
olde
nrod
Rd
Val
enci
a C
olle
ge L
ane
Col
onia
l Dr
ST
Min
Art
U4
E--
-20
9013
0712
665
7C
165
Gol
denr
od R
dC
olon
ial D
rB
ates
Rd
ST
Min
Art
U4
E--
-19
6011
5517
263
3B
165.
5G
olde
nrod
Rd
Bat
es R
dU
nive
rsity
Blv
dS
TM
in A
rtU
4E
---
1960
1366
116
478
B
166
Gol
denr
od R
dU
nive
rsity
Blv
dA
lom
a A
veS
TM
in A
rtU
4E
---
1960
1123
145
692
B
167
Goo
d H
omes
Rd
Silv
er S
tar
Rd
Whi
te R
dC
nty
Col
lect
orU
2E
---
1040
299
573
6B
168
Goo
d H
omes
Rd
Whi
te R
dC
olon
ial D
rC
nty
Col
lect
orU
2E
---
860
661
6913
0D
168.
1G
ood
Hom
es R
dC
olon
ial D
rO
ld W
inte
r G
arde
n R
dC
nty
Col
lect
orU
4E
---
1870
969
116
785
C
169
Gor
e S
tD
elan
ey A
veIn
ters
tate
4O
rland
oM
in A
rtU
4E
-0.1
1615
539
010
76C
169.
5G
ore
St
Inte
rsta
te 4
Ora
nge
Blo
ssom
Tr
Orla
ndo
Min
Art
U4
E-0
.312
7550
61
768
D
170
Gor
e S
tO
rang
e B
loss
om T
rO
rang
e C
ente
r B
lvd
Orla
ndo
Min
Art
U4
E-0
.314
0344
12
960
C
171
Par
k R
idge
-Got
ha R
dM
agui
re R
d6t
h S
tC
nty
Col
lect
orU
2E
---
880
194
2066
6B
172
Got
ha R
dH
empl
e A
veW
ilken
ing
Far
m R
oad
Cnt
yC
olle
ctor
U2
E--
-88
023
924
617
B
174
Tria
ngle
Ave
/ M
ae S
t / E
Gra
nt A
veF
ernc
reek
Rd
Con
way
Gar
dens
Rd
Cnt
yC
olle
ctor
U2
E-0
.268
812
92
557
C
175
Hal
l Rd
Alo
ma
Ave
Uni
vers
ity B
lvd
Cnt
yB
Col
lect
orU
2E
---
880
807
2251
D
176
Ora
nge
Ave
/ H
anse
l Ave
Ora
nge
Ave
Ora
nge
Ave
ST
Prin
Art
U2
E0.
223
5217
6924
559
B
177
Has
tings
St
Col
onia
l Dr
Bal
boa
Dr
Cnt
yC
olle
ctor
U2
E--
-88
035
911
510
B
178
Has
tings
St
Bal
boa
Dr
Silv
er S
tar
Rd
Cnt
yC
olle
ctor
U2
E--
-88
045
416
410
B
179
Hem
ple
Ave
Old
Win
ter
Gar
den
Rd
Got
ha R
d / 6
th S
tC
nty
Col
lect
orU
2E
---
880
420
1344
7B
Remaining
Capacity
as o
f Jun
e 30
, 201
26
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
179.
1H
empl
e A
veG
otha
Rd
/ 6th
St
Win
dy R
idge
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
452
324
157
C
180
Hia
was
see
Rd
Con
roy-
Win
derm
ere
Rd
Wes
tpoi
nte
Blv
dC
nty
Min
Art
U4
E--
-19
6014
950
465
B
180.
02H
iaw
asse
e R
dW
estp
oint
e B
lvd
Met
row
est B
lvd
Orla
ndo
Min
Art
U4
E--
-19
6014
920
468
B
180.
1H
iaw
asse
e R
dM
etro
wes
t Blv
dO
ld W
inte
r G
arde
n R
dC
nty
Min
Art
U4
E--
-18
7016
0254
214
D
181
Hia
was
see
Rd
Old
Win
ter
Gar
den
Rd
Col
onia
l Dr
Cnt
yM
in A
rtU
4E
---
1870
1340
116
414
D
182
Hia
was
see
Rd
Col
onia
l Dr
Bal
boa
Dr
Cnt
yM
in A
rtU
4E
---
1900
1312
7251
6A
183
Hia
was
see
Rd
Bal
boa
Dr
Silv
er S
tar
Rd
Cnt
yM
in A
rtU
4E
---
1900
1186
4766
7A
183.
1H
iaw
asse
e R
dS
ilver
Sta
r R
dN
este
r R
dC
nty
Min
Art
U4
E--
-19
0013
3713
550
A
184
Hia
was
see
Rd
Nes
ter
Rd
Cla
rcon
a-O
coee
Rd
Cnt
yM
in A
rtU
4E
---
1960
1096
3682
8B
184.
1H
iaw
asse
e R
dC
larc
ona-
Oco
ee R
dB
eggs
Rd
Cnt
yM
in A
rtU
4E
---
1960
903
3310
24B
184.
2H
iaw
asse
e R
dB
eggs
Rd
Apo
pka
Blv
dC
nty
Min
Art
U4
E--
-19
6076
232
1166
B
185
Hof
fner
Ave
Ora
nge
Ave
Oak
Isla
nd R
dB
elle
Isle
CM
in A
rtU
2E
---
880
864
115
D
185.
1H
offn
er A
veO
ak Is
land
Rd
Con
way
Rd
Bel
le Is
leC
Min
Art
U2
E--
-88
010
5810
20
F
186
Hof
fner
Ave
Con
way
Rd
Sem
oran
Blv
dS
TM
in A
rtU
2E
---
990
835
149
6C
187
Hof
fner
Ave
Sem
oran
Blv
dG
olde
nrod
Rd
ST
Min
Art
U2
E--
-10
8080
174
205
B
187.
6M
illen
ia B
lvd
Oak
ridge
Dr
Rad
ebau
gh W
ayC
nty
Col
lect
orU
4E
---
1960
861
010
99B
187.
7M
illen
ia B
lvd
Rad
ebau
gh W
ayC
onro
y-W
inde
rmer
e R
dC
nty
Col
lect
orU
4E
---
1870
735
011
35C
187.
8M
illen
ia B
lvd
Con
roy-
Win
derm
ere
Rd
John
You
ng P
kwy
Cnt
yC
olle
ctor
U4
E--
-19
6043
74
1519
B
187.
9H
olde
n A
veJo
hn Y
oung
Pkw
yT
exas
Ave
Cnt
yM
in A
rtU
4E
---
1870
236
1616
18C
188
Hol
den
Ave
Tex
as A
veO
rang
e B
loss
om T
rC
nty
Min
Art
U4
E--
-18
7023
660
1574
C
190
Hol
den
Ave
Ora
nge
Blo
ssom
Tr
Ora
nge
Ave
Cnt
yC
olle
ctor
U2
E--
-88
062
542
213
C
191
Hon
our
Rd
Tex
as A
veR
io G
rand
e A
veC
nty
Col
lect
orU
2E
-0.2
704
409
2527
0C
191.
9H
orat
io A
ve /
How
ell B
ranc
h R
dO
rland
o A
veT
hist
le L
ane
Mai
tland
CM
in A
rtU
4E
---
1960
2023
00
F
192
Hor
atio
Ave
/ H
owel
l Bra
nch
Rd
Thi
stle
Lan
eS
emin
ole
Cou
nty
Line
Mai
tland
CM
in A
rtU
4E
---
1870
1822
048
E
192.
01H
owel
l Bra
nch
Rd
Sem
inol
e C
ount
y Li
neH
all R
dS
emin
ole
Min
Art
U6
E--
-28
3013
576
1467
C
192.
1H
unte
r's C
reek
Blv
dJo
hn Y
oung
Pkw
yE
agle
's C
ross
ing
Dr
Cnt
yC
olle
ctor
U3
E0.
192
438
620
518
B
192.
2H
unte
r's C
reek
Blv
dE
agle
's C
ross
ing
Dr
Ora
nge
Blo
ssom
Tr
Cnt
yC
olle
ctor
U4
E--
-19
6030
153
1606
B
194
Indi
an H
ills
Rd
Pow
ers
Dr
Pin
e H
ills
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
419
75
502
B
194.
1In
tern
atio
nal D
r S
outh
Osc
eola
Cou
nty
Line
Wnt
r G
dn-V
nld
Rd/
Kis
s.V
nld/
SR
535
Cnt
yC
Min
Art
U6
E--
-29
4026
230
023
78B
194.
2In
tern
atio
nal D
r S
outh
Wnt
r G
dn-V
nld
Rd/
Kis
s.V
nld/
SR
535
Cen
tral
Flo
rida
Gre
enew
ayC
nty
CM
in A
rtU
6E
---
2830
1414
7213
44C
194.
3In
tern
atio
nal D
r S
outh
Cen
tral
Flo
rida
Gre
enew
ayS
. Wes
twoo
d B
lvd
Cnt
yC
Min
Art
U6
E--
-31
3089
313
1392
4A
194.
4In
tern
atio
nal D
r S
outh
S. W
estw
ood
Blv
dC
entr
al F
lorid
a P
kwy
Cnt
yM
in A
rtU
6E
---
2940
1195
462
1283
B
195
Inte
rnat
iona
l Dr
Cen
tral
Flo
rida
Pkw
yN
. Wes
twoo
d B
lvd
Cnt
yM
in A
rtU
6E
---
2940
1215
170
1555
B
196
Inte
rnat
iona
l Dr
N. W
estw
ood
Blv
dP
oint
e P
laza
Ave
nue
Cnt
yM
in A
rtU
4E
---
1700
1101
466
133
E
196.
5In
tern
atio
nal D
rP
oint
e P
laza
Ave
nue
San
d La
ke R
dC
nty
Min
Art
U4
E--
-18
7097
432
756
9C
197
Inte
rnat
iona
l Dr
San
d La
ke R
dK
irkm
an R
dO
rland
oM
in A
rtU
4E
---
1700
690
166
844
D
197.
1In
tern
atio
nal D
rK
irkm
an R
dO
ak R
idge
Rd
Orla
ndo
Min
Art
U4
E--
-18
7078
712
1071
C
198
Ivey
Lan
eC
olum
bia
St
Old
Win
ter
Gar
den
Rd
Orla
ndo
Col
lect
orU
4E
---
1870
627
2712
16C
200
John
You
ng P
kwy
Osc
eola
Cou
nty
Line
Tow
n C
ente
r B
lvd
ST
Prin
Art
U6
E--
-32
7018
0421
1445
B
200.
2Jo
hn Y
oung
Pkw
yT
own
Cen
ter
Blv
dD
eerf
ield
Blv
dS
TP
rin A
rtU
6E
---
3270
2666
7453
0C
200.
5Jo
hn Y
oung
Pkw
yD
eerf
ield
Blv
dW
hisp
er L
akes
Blv
dS
TP
rin A
rtU
6E
---
3800
2776
6096
4B
201
John
You
ng P
kwy
Whi
sper
Lak
es B
lvd
Cen
tral
Flo
rida
Pkw
yS
TC
Prin
Art
U6
E--
-38
0030
7183
646
B
202
John
You
ng P
kwy
Cen
tral
Flo
rida
Pkw
yB
each
line
Exp
yS
TC
Prin
Art
U6
E--
-32
8025
3411
463
2B
202.
1Jo
hn Y
oung
Pkw
yB
each
line
Exp
yS
outh
Par
k C
ircle
(S
)S
TP
rin A
rtU
6E
---
2940
2652
5723
1C
203
John
You
ng P
kwy
Sou
th P
ark
Circ
le (
S)
San
d La
ke R
dS
TP
rin A
rtU
6E
---
2830
2155
1166
4D
203.
1Jo
hn Y
oung
Pkw
yS
and
Lake
Rd
Pre
side
nt's
Dr
Cnt
yP
rin A
rtU
6E
---
2940
2088
1184
1B
203.
2Jo
hn Y
oung
Pkw
yP
resi
dent
's D
rO
ak R
idge
Rd
Cnt
yP
rin A
rtU
6E
---
2940
2308
3359
9B
203.
3Jo
hn Y
oung
Pkw
yO
ak R
idge
Rd
Am
eric
ana
Blv
dC
nty
Prin
Art
U6
E--
-29
4021
6137
742
B
Remaining
Capacity
as o
f Jun
e 30
, 201
27
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
203.
4Jo
hn Y
oung
Pkw
yA
mer
ican
a B
lvd
Inte
rsta
te 4
Cnt
yC
Prin
Art
U6
E--
-28
3015
939
1228
C
203.
5Jo
hn Y
oung
Pkw
yIn
ters
tate
4C
olum
bia
St
ST
CP
rin A
rtU
6E
---
2830
1570
1112
49C
203.
6Jo
hn Y
oung
Pkw
yC
olum
bia
St
Eas
t-W
est E
xpy
ST
CP
rin A
rtU
6E
---
2570
1563
210
05D
203.
7Jo
hn Y
oung
Pkw
yE
ast-
Wes
t Exp
yC
olon
ial D
rS
TC
Prin
Art
U6
E--
-28
3018
540
976
C
204
John
You
ng P
kwy
Col
onia
l Dr
Prin
ceto
n S
tS
TB
Prin
Art
U4
E--
-19
6018
266
128
C
205
John
You
ng P
kwy
Prin
ceto
n S
tO
rang
e B
loss
om T
rS
TB
Prin
Art
U4
E--
-19
6017
6519
176
C
206
Jone
s A
veO
rang
e B
loss
om T
rLa
ke C
ount
y Li
neC
nty
Col
lect
orR
2D
---
1100
318
6471
8B
207
Judg
e R
dD
aetw
yler
Dr
Con
way
Rd
Cnt
yC
olle
ctor
U2
E--
-88
069
60
184
C
208
Kal
ey A
veR
io G
rand
e A
veIn
ters
tate
4C
nty
Col
lect
orU
2E
---
860
287
1356
0C
209
Kal
ey A
veIn
ters
tate
4O
rang
e A
veO
rland
oC
olle
ctor
U4
E--
-18
7084
32
1025
C
210
Kal
ey A
veO
rang
e A
veF
ernc
reek
Ave
Orla
ndo
Col
lect
orU
2E
---
860
498
236
0C
210.
1K
aley
Ave
Fer
ncre
ek A
veP
eel A
veC
nty
Col
lect
orU
2E
-0.2
688
184
549
9C
211
Kee
ne R
dC
larc
ona
Rd
She
eler
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
442
310
271
C
211.
1K
elle
r R
dK
enne
dy B
lvd
Sem
inol
e C
ount
y Li
neC
nty
Col
lect
orU
2E
---
880
410
047
0B
212
Kel
ly P
ark
Rd
Rou
nd L
ake
Rd
Ply
mou
th S
orre
nto
Rd
Cnt
yC
olle
ctor
R2
E--
-14
0012
861
1211
B
213
Kel
ly P
ark
Rd
Ply
mou
th S
orre
nto
Rd
Roc
k S
prin
gs R
dC
nty
Col
lect
orR
2E
---
1400
262
711
31B
215
Ken
nedy
Blv
d / L
ake
Ave
For
est C
ity R
dK
elle
r R
dE
aton
ville
Col
lect
orU
2E
---
860
980
150
F
215.
1K
enne
dy B
lvd
/ Lak
e A
veK
elle
r R
dW
ymor
e R
dE
aton
ville
Col
lect
orU
2E
---
860
707
115
2D
216
Ken
nedy
Blv
d / L
ake
Ave
Wym
ore
Rd
Orla
ndo
Ave
Eat
/Mai
tland
Col
lect
orU
2E
-0.2
704
485
021
9C
217
Kirk
man
Rd
San
d La
ke R
dIn
tern
atio
nal D
rS
TC
Prin
Art
U6
E--
-28
3018
2711
992
C
218
Kirk
man
Rd
Inte
rnat
iona
l Dr
Maj
or B
lvd
ST
CP
rin A
rtU
6E
---
2940
2168
2374
9B
219
Kirk
man
Rd
Maj
or B
lvd
Con
roy-
Win
derm
ere
Rd
ST
CP
rin A
rtU
6E
---
2940
2422
251
6C
220
Kirk
man
Rd
Con
roy-
Win
derm
ere
Rd
Met
row
est B
lvd
ST
Prin
Art
U6
E--
-29
4021
520
788
B
220.
5K
irkm
an R
dM
etro
wes
t Blv
dO
ld W
inte
r G
arde
n R
dS
TP
rin A
rtU
6E
---
2830
2152
4263
6D
221
Kirk
man
Rd
Old
Win
ter
Gar
den
Rd
Col
onia
l Dr
ST
Prin
Art
U6
E--
-28
3017
3082
1018
C
223
Wnt
r G
dn-V
nld
Rd/
Kis
s.V
nld/
SR
535
Osc
eola
Cou
nty
Line
SR
536
/ W
orld
Cen
ter
Pkw
yS
TB
Min
Art
U4
E--
-21
3015
7554
312
C
224
Wnt
r G
dn-V
nld
Rd/
Kis
s.V
nld/
SR
535
SR
536
/ W
orld
Cen
ter
Pkw
yIn
ters
tate
4S
TC
Min
Art
U6
E--
-32
0017
5910
8136
0B
225
L.B
. McL
eod
Rd
Kirk
man
Rd
Will
ie M
ays
Pkw
yO
rland
oM
in A
rtU
5E
---
1960
938
010
22B
226
L.B
. McL
eod
Rd
Will
ie M
ays
Pkw
yJo
hn Y
oung
Pkw
yO
rland
oM
in A
rtU
4E
-0.3
1470
1413
453
C
227
L.B
. McL
eod
Rd
John
You
ng P
kwy
Rio
Gra
nde
Ave
Orla
ndo
Min
Art
U2
E-0
.270
442
823
253
C
228
Lake
Bre
eze
Rd
S. L
ake
Orla
ndo
Pkw
yJo
hn Y
oung
Pkw
yC
nty/
Orl
Col
lect
orU
2E
-0.2
688
359
132
8C
230
Lake
Elle
nor
Dr
/ S. R
io G
rand
e A
veO
rland
o C
entr
al P
kwy
Oak
Rid
ge R
dC
nty
Col
lect
orU
4E
---
1960
529
2314
08B
231
Lake
Han
cock
Rd
Sei
del R
dR
eam
s R
d / F
icqu
ette
Rd
Cnt
yC
olle
ctor
U2
E--
-14
4093
156
1191
B
232
Lake
Mar
gare
t Dr
Sem
oran
Blv
dC
onw
ay R
dC
nty
Col
lect
orU
2E
---
880
626
1124
3C
232.
1La
ke M
arga
ret D
rC
onw
ay R
dS
Fer
ncre
ek A
veC
nty
Col
lect
orU
2E
---
880
510
336
7C
233
Lake
Pic
kett
Rd
Col
onia
l Dr
Per
civa
l Rd
Cnt
yC
olle
ctor
U2
E--
-88
062
819
359
D
234
Lake
Pic
kett
Rd
Per
civa
l Rd
S. T
anne
r R
dC
nty
Col
lect
orU
2E
---
1440
1042
7632
2D
235
Lake
Pic
kett
Rd
S. T
anne
r R
dC
hulu
ota
Rd
Cnt
yC
olle
ctor
R2
D--
-11
0071
712
126
2D
236
Lake
Pic
kett
Rd
Chu
luot
a R
dF
t. C
hris
tmas
Rd
Cnt
yC
olle
ctor
R2
D--
-11
0013
417
279
4B
237
Lake
Und
erhi
ll R
dA
nder
son
St
Con
way
Rd
ST
BM
in A
rtU
2E
---
880
974
00
F
238
Lake
Und
erhi
ll R
dC
onw
ay R
dS
emor
an B
lvd
Orla
ndo
CM
in A
rtU
4E
---
1870
1355
551
0D
239
Lake
Und
erhi
ll R
dS
emor
an B
lvd
Oxa
lis A
veO
rland
oC
Min
Art
U2
E--
-86
011
5219
0F
239.
1La
ke U
nder
hill
Rd
Oxa
lis A
veG
olde
nrod
Rd
Cnt
yC
Min
Art
U2
E--
-86
011
5236
0F
240
Lake
Und
erhi
ll R
dG
olde
nrod
Rd
Mad
eira
Ave
Cnt
yB
Min
Art
U2
E--
-86
098
890
0F
240.
1La
ke U
nder
hill
Rd
Mad
eira
Ave
Dea
n R
dC
nty
BM
in A
rtU
2E
---
1100
793
110
197
C
241
Lake
Und
erhi
ll R
dD
ean
Rd
Rou
se R
dC
nty
BM
in A
rtU
2E
---
1100
855
132
113
C
241.
1La
ke U
nder
hill
Rd
Rou
se R
dA
lafa
ya T
rC
nty
Min
Art
U4
E--
-19
8015
3182
367
D
241.
2La
ke U
nder
hill
Rd
Ala
faya
Tr
Woo
dbur
y R
dC
nty
Col
lect
orU
4E
---
1980
1653
9323
4D
Remaining
Capacity
as o
f Jun
e 30
, 201
28
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
242
Lake
mon
t Ave
Gle
nrid
ge W
ayA
lom
a A
veW
inte
r P
kC
Col
lect
orU
2E
---
860
867
00
F
243
Lake
mon
t Ave
Alo
ma
Ave
Pin
e A
ve /
Lake
How
ell R
dW
inte
r P
kC
Col
lect
orU
4E
-0.3
1470
816
065
4B
244
Lake
ville
Rd
Cla
rcon
a-O
coee
Rd
Beg
gs R
dC
nty
Col
lect
orU
2E
---
880
217
3562
8B
245
Lake
ville
Rd
Beg
gs R
dA
popk
a B
lvd
Cnt
yC
olle
ctor
U2
E--
-88
025
619
605
B
247
Lanc
aste
r R
dO
rang
e B
loss
om T
rW
ineg
ard
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6071
629
1215
B
248
Lanc
aste
r R
dW
ineg
ard
Rd
Ora
nge
Ave
Cnt
yC
olle
ctor
U4
E--
-19
6056
337
1360
B
248.
1La
ndst
ar B
lvd
Osc
eola
Cou
nty
Line
Cen
tral
Flo
rida
Gre
enew
ayC
nty
Col
lect
orU
4E
---
2120
1151
148
821
B
248.
2La
ndst
ar B
lvd
Cen
tral
Flo
rida
Gre
enew
ayW
ethe
rbee
Rd
Cnt
yC
olle
ctor
U4
E--
-21
2092
524
794
8B
249
Land
stre
et R
dO
rang
e B
loss
om T
rB
achm
an R
dC
nty
Col
lect
orU
4E
---
1960
740
6011
60B
250
Land
stre
et R
dB
achm
an R
dO
rang
e A
veC
nty
Col
lect
orU
4E
---
1960
642
9812
20B
250.
1Le
e R
dO
rang
e B
loss
om T
rE
dgew
ater
Dr
ST
CP
rin A
rtU
6E
---
2940
1575
1513
50B
251
Lee
Rd
Edg
ewat
er D
rA
dans
on S
tS
TC
Prin
Art
U6
E--
-28
3014
3118
1381
C
251.
1Le
e R
dA
dans
on S
tW
ymor
e R
dS
TC
Prin
Art
U6
E--
-25
7017
384
828
D
252
Lee
Rd
Wym
ore
Rd
Orla
ndo
Ave
ST
Prin
Art
U4
E--
-19
6015
771
382
C
252.
5Le
e V
ista
Blv
dS
emor
an B
lvd
Nar
coos
see
Rd
Orla
ndo
Min
Art
U4
E--
-19
6092
034
1006
B
252.
52Le
e V
ista
Blv
dN
arco
osse
e R
dC
entr
al F
lorid
a G
reen
eway
Orla
ndo
Min
Art
U4
E--
-19
6080
731
1122
B
253
Luzo
ne D
rLa
ncas
ter
Rd
Oak
Rid
ge R
dC
nty
Col
lect
orU
2E
-0.2
688
6916
603
C
254
Ros
alin
d A
veO
rang
e A
ve (
S)
Rob
inso
n S
tS
TM
in A
rtU
3E
0.2
3084
1557
015
27D
254.
1R
osal
ind
Ave
Rob
inso
n S
tO
rang
e A
ve (
N)
ST
Min
Art
U3
E0.
230
8417
700
1314
D
255
Mag
nolia
Hom
es R
dC
larc
ona-
Oco
ee R
dS
emin
ole
Cou
nty
Line
Cnt
yC
olle
ctor
U2
E--
-88
035
04
526
B
256
Mag
uire
Blv
dB
enne
tt R
dC
olon
ial D
rO
rland
oC
Min
Art
U4
E--
-18
7083
70
1033
C
256.
1M
agui
re B
lvd
Col
onia
l Dr
Rob
inso
n S
tO
rland
oC
Min
Art
U4
E--
-17
0012
230
477
D
257
Mag
uire
Rd
Boa
t Can
alG
otha
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
446
04
240
C
258
Mag
uire
Rd
Got
ha R
dR
ober
son
Rd
Cnt
yC
olle
ctor
U2
E--
-88
043
417
429
B
259
Mag
uire
Rd
Rob
erso
n R
dC
olon
ial D
rO
coee
Col
lect
orU
4E
---
1870
1414
844
8D
260
Mag
uire
Rd
Col
onia
l Dr
Sto
ry R
dO
coee
Min
Art
U2
E--
-88
050
60
374
B
260.
2M
agui
re R
d / K
issi
mm
ee A
ve /
HM
S
tory
Rd
Pla
nt S
t / F
rank
lin S
tC
nty
Min
Art
U2
E--
-88
053
40
346
C
261
Mai
n S
tC
hase
Rd
6th
Ave
Win
derm
ere
Col
lect
orU
2E
-0.2
704
566
013
8C
262
Mai
n S
t6t
h A
veB
oat C
anal
Win
derm
ere
Col
lect
orU
2E
-0.2
704
672
131
D
262.
5M
aitla
nd B
lvd
Ora
nge
Blo
ssom
Tr
For
est C
ity R
dS
TB
Min
Art
U4
E--
-26
0028
1918
0F
263
Mai
tland
Blv
dF
ores
t City
Rd
Mai
tland
Sum
mit
Blv
dS
TM
in A
rtU
4E
---
2960
3214
60
F
263.
1M
aitla
nd B
lvd
Mai
tland
Sum
mit
Blv
dLa
ke D
estin
y D
rS
TM
in A
rtU
6E
---
2960
3237
10
F
263.
2M
aitla
nd B
lvd
Lake
Des
tiny
Dr
Wym
ore
Rd
ST
Min
Art
U4
E--
-18
7040
200
0F
264
Mai
tland
Blv
dW
ymor
e R
dM
aitla
nd A
veS
TB
Min
Art
U4
E--
-19
6023
470
0F
265
Mai
tland
Blv
dM
aitla
nd A
veO
rland
o A
veS
TM
in A
rtU
4E
---
1960
1197
076
3B
266
Mai
tland
Ave
Orla
ndo
Ave
Sem
inol
e C
ount
y Li
neM
aitla
ndM
in A
rtU
4E
---
1870
1346
052
4D
268
Mar
shal
l Far
ms
Rd
Beu
lah
Rd
Win
derm
ere
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
416
31
540
B
269
Mau
ry R
dR
io G
rand
e A
veE
dgew
ater
Dr
Orla
ndo
Min
Art
U4
E--
-19
6053
91
1420
B
270
Mer
cy D
rO
ld W
inte
r G
arde
n R
dC
ount
ry C
lub
Dr
Orla
ndo
Col
lect
orU
2E
---
860
536
931
5C
271
Mer
cy D
rC
ount
ry C
lub
Dr
Silv
er S
tar
Rd
Cnt
y/O
rlC
olle
ctor
U2
E--
-88
037
09
501
B
271.
1M
etro
wes
t Blv
dK
irkm
an R
dH
iaw
asse
e R
dC
nty
Col
lect
orU
4E
---
1960
1252
070
8B
272
Mic
hael
Gla
dden
Blv
dB
rads
haw
Rd
Cen
tral
Ave
Apo
pka
Col
lect
orU
2E
-0.2
632
177
4640
9D
272.
9M
ichi
gan
Ave
Rio
Gra
nde
Ave
Inte
rsta
te 4
Cnt
y/O
rlM
in A
rtU
4E
---
1870
870
2797
3C
273
Mic
higa
n A
veIn
ters
tate
4O
rang
e A
veC
nty/
Orl
Min
Art
U4
E--
-18
7013
1023
537
D
274
Mic
higa
n A
veO
rang
e A
veB
umby
Ave
Cnt
y/O
rlC
Min
Art
U4
E--
-18
7013
200
550
C
275
Mic
higa
n A
veB
umby
Ave
Cry
stal
Lak
e D
rC
nty/
Orl
CC
olle
ctor
U2
E--
-86
099
00
0F
275.
1M
ich.
Av.
/ E.J
erse
y A
v./ B
ass
Lk A
v.C
ryst
al L
ake
Dr
Con
way
Rd
Cnt
y/O
rlB
Col
lect
orU
2E
---
860
741
011
9D
275.
3M
ichi
gan
Ave
Con
way
Rd
Sem
oran
Blv
dC
nty
Col
lect
orU
4E
---
1960
778
611
76B
Remaining
Capacity
as o
f Jun
e 30
, 201
29
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
276
Mill
s A
veM
ichi
gan
St
Kal
ey A
veC
nty
Col
lect
orU
2E
---
880
180
070
0B
276.
8M
ills
Ave
Rob
inso
n S
tC
olon
ial D
rS
TP
rin A
rtU
4E
---
1700
910
079
0D
277
Mill
s A
veC
olon
ial D
rV
irgin
ia A
veS
TP
rin A
rtU
4E
---
1870
1247
062
3C
278
Mill
s A
ve /
Orla
ndo
Ave
Virg
inia
Ave
Ora
nge
Ave
ST
Prin
Art
U4
E--
-18
7017
070
163
D
279
Orla
ndo
Ave
Ora
nge
Ave
Fai
rban
ks A
veS
TP
rin A
rtU
4E
---
1870
1244
062
6C
280
Orla
ndo
Ave
Fai
rban
ks A
veLe
e R
dS
TP
rin A
rtU
4E
---
1870
1612
025
8D
281
Orla
ndo
Ave
Lee
Rd
Par
k A
veS
TC
Prin
Art
U6
E--
-29
4015
790
1361
B
282
Orla
ndo
Ave
Par
k A
veK
enne
dy B
lvd
ST
CP
rin A
rtU
6E
---
2830
1989
084
1C
283
Orla
ndo
Ave
Ken
nedy
Blv
dH
orat
io A
veS
TC
Prin
Art
U6
E--
-28
3027
830
47E
284
Orla
ndo
Ave
Hor
atio
Ave
Sem
inol
e C
ount
y Li
neS
TC
Prin
Art
U6
E--
-28
3017
140
1116
C
285
Mot
t Ave
/ B
eggs
Rd
Ora
nge
Blo
ssom
Tr
Ede
n P
ark
Rd
Cnt
yC
olle
ctor
U2
E-0
.268
811
69
563
C
286
Mt.
Ply
mou
th R
dK
elly
Par
k R
dLa
ke C
ount
y Li
neC
nty
Col
lect
orR
2D
---
1100
423
567
2C
287
Mos
s P
ark
Rd
Nar
coos
see
Rd
Wew
ahoo
tee
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6064
436
095
6B
288
Mos
s P
ark
Rd
Wew
ahoo
tee
Rd
Lake
Mar
y Ja
ne R
dC
nty
Col
lect
orU
4D
---
1960
586
178
1196
B
289
Nar
coos
see
Rd
Osc
eola
Cou
nty
Line
Tys
on R
dC
nty
Col
lect
orU
6E
---
2940
911
277
1752
B
290
Nar
coos
see
Rd
Tys
on R
dC
entr
al F
lorid
a G
reen
eway
Cnt
yC
olle
ctor
U6
E--
-29
4011
4954
112
50B
290.
2N
arco
osse
e R
dC
entr
al F
lorid
a G
reen
eway
Lake
Non
a D
rO
rland
oC
olle
ctor
U4
E--
-19
6077
018
810
02B
291
Nar
coos
see
Rd
Lake
Non
a D
rB
each
line
Exp
yO
rland
oC
olle
ctor
U4
E--
-19
6013
5716
543
8B
292
Nar
coos
see
Rd
Bea
chlin
e E
xpy
Lee
Vis
ta B
lvd
ST
Min
Art
U4
E--
-19
6083
016
496
6B
292.
1N
arco
osse
e R
dLe
e V
ista
Blv
dG
olde
nrod
Rd
ST
Min
Art
U2
E--
-10
8079
712
715
6B
293
Nel
a A
veO
rang
e A
veIn
dian
Dr
Bel
le Is
leC
olle
ctor
U2
E-0
.270
495
3857
1B
294
Nor
th L
nP
ower
s D
rP
ine
Hill
s R
dC
nty
Col
lect
orU
2E
-0.2
704
249
844
7B
295
Nov
a R
dO
sceo
la C
ount
y Li
neS
R 5
20C
nty
Min
Art
R2
D--
-11
0056
010
44B
296
Oak
Rid
ge R
dIn
tern
atio
nal D
rH
arco
urt A
veO
rland
oC
olle
ctor
U4
E--
-19
6097
823
959
B
296.
1O
ak R
idge
Rd
Har
cour
t Ave
John
You
ng P
kwy
Cnt
yC
olle
ctor
U4
E--
-18
7012
8417
569
C
297
Oak
Rid
ge R
dJo
hn Y
oung
Pkw
yO
rang
e B
loss
om T
rC
nty
Col
lect
orU
4E
---
1870
1454
7034
6D
298
Oak
Rid
ge R
dO
rang
e B
loss
om T
rO
rang
e A
veC
nty
Col
lect
orU
4E
---
1960
1287
7360
0B
299
Ora
nge
Blo
ssom
Tr
Osc
eola
Cou
nty
Line
Cen
tral
Flo
rida
Gre
enew
ayS
TP
rin A
rtU
6E
---
2830
1787
229
814
C
299.
1O
rang
e B
loss
om T
rC
entr
al F
lorid
a G
reen
eway
Wet
herb
ee R
d / G
inge
r M
ill B
lvd
ST
Prin
Art
U6
E--
-28
3022
9343
310
4E
300
Ora
nge
Blo
ssom
Tr
Wet
herb
ee R
d / G
inge
r M
ill B
lvd
Cen
tral
Flo
rida
Pkw
yS
TP
rin A
rtU
6E
---
2830
2401
190
239
D
301
Ora
nge
Blo
ssom
Tr
Cen
tral
Flo
rida
Pkw
yT
aft-
Vin
elan
d R
dS
TP
rin A
rtU
6E
---
2830
1974
7877
8C
301.
1O
rang
e B
loss
om T
rT
aft-
Vin
elan
d R
dLa
ndst
reet
Rd
ST
Prin
Art
U6
E--
-28
3019
7452
533
1D
301.
3O
rang
e B
loss
om T
rLa
ndst
reet
Rd
San
d La
ke R
dS
TP
rin A
rtU
6E
---
2830
2383
140
307
D
302
Ora
nge
Blo
ssom
Tr
San
d La
ke R
dO
rland
o C
entr
al P
kwy
ST
CP
rin A
rtU
6E
---
2830
1980
233
617
D
302.
1O
rang
e B
loss
om T
rO
rland
o C
entr
al P
kwy
Oak
Rid
ge R
dS
TC
Prin
Art
U6
E--
-29
4019
8010
485
6B
303
Ora
nge
Blo
ssom
Tr
Oak
Rid
ge R
dA
mer
ican
a B
lvd
ST
CP
rin A
rtU
6E
---
2940
2111
5777
2B
303.
1O
rang
e B
loss
om T
rA
mer
ican
a B
lvd
Hol
den
Ave
ST
CP
rin A
rtU
6E
---
2940
2100
8775
3B
304
Ora
nge
Blo
ssom
Tr
Hol
den
Ave
Inte
rsta
te 4
ST
CP
rin A
rtU
6E
---
2940
2022
102
816
B
305
Ora
nge
Blo
ssom
Tr
Inte
rsta
te 4
Kal
ey A
veS
TC
Prin
Art
U4
E--
-18
7012
5950
561
C
305.
2O
rang
e B
loss
om T
rK
aley
Ave
Eas
t-W
est E
xpy
ST
CP
rin A
rtU
4E
---
1870
1226
1263
2C
306
Ora
nge
Blo
ssom
Tr
Eas
t-W
est E
xpy
Was
hing
ton
St
ST
CP
rin A
rtU
4E
---
1870
1337
153
2D
306.
2O
rang
e B
loss
om T
rW
ashi
ngto
n S
tC
olon
ial D
rS
TC
Prin
Art
U4
E--
-18
7092
00
950
C
307
Ora
nge
Blo
ssom
Tr
Col
onia
l Dr
Prin
ceto
n S
tS
TP
rin A
rtU
4E
---
1960
1345
860
7B
307.
5O
rang
e B
loss
om T
rP
rince
ton
St
Silv
er S
tar
Rd
ST
Prin
Art
U4
E--
-18
7013
4512
513
D
308
Ora
nge
Blo
ssom
Tr
Silv
er S
tar
Rd
John
You
ng P
kwy
ST
Prin
Art
U4
E--
-19
9014
7926
485
C
308.
1O
rang
e B
loss
om T
rJo
hn Y
oung
Pkw
yC
larc
ona-
Oco
ee R
dS
TB
Prin
Art
U4
E--
-19
9018
5423
113
D
309
Ora
nge
Blo
ssom
Tr
Cla
rcon
a-O
coee
Rd
Ros
e A
veS
TP
rin A
rtU
4E
---
1960
1659
1828
3C
309.
5O
rang
e B
loss
om T
rR
ose
Ave
Sem
inol
e C
ount
y Li
neS
TP
rin A
rtU
4E
---
2010
1439
4352
8B
Remaining
Capacity
as o
f Jun
e 30
, 201
210
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
310
Ora
nge
Blo
ssom
Tr
Sem
inol
e C
ount
y Li
neP
iedm
ont-
Wek
iwa
Rd
ST
BP
rin A
rtU
4E
---
2160
1928
1321
9C
311
Ora
nge
Blo
ssom
Tr
Pie
dmon
t-W
ekiw
a R
dR
oger
Will
iam
s R
dS
TP
rin A
rtU
4E
---
1960
1502
5440
4B
311.
1O
rang
e B
loss
om T
rR
oger
Will
iam
s R
dS
emor
an B
lvd
ST
Prin
Art
U4
E--
-19
6013
8033
547
B
312
Ora
nge
Blo
ssom
Tr
Sem
oran
Blv
dP
ark
Ave
ST
CP
rin A
rtU
4E
---
2150
1795
4131
4D
312.
5O
rang
e B
loss
om T
rP
ark
Ave
Wes
tern
Bltw
yS
TC
Prin
Art
U4
E--
-21
5012
6514
871
C
312.
6O
rang
e B
loss
om T
rW
este
rn B
ltwy
Ply
mou
th S
orre
nto
Rd
ST
CP
rin A
rtU
4E
---
1960
2299
910
F
313
Ora
nge
Blo
ssom
Tr
Ply
mou
th S
orre
nto
Rd
Pon
kan
Rd
ST
Prin
Art
R4
E--
-30
0016
5113
412
15C
314
Ora
nge
Blo
ssom
Tr
Pon
kan
Rd
Sad
ler
Rd
ST
Prin
Art
R4
E--
-30
0014
0150
410
95C
314.
1O
rang
e B
loss
om T
rS
adle
r R
dLa
ke C
ount
y Li
neS
TP
rin A
rtR
4E
---
3000
1353
897
750
D
315
Oco
ee-A
popk
a R
dS
ilver
Sta
r R
dW
est R
d / O
coee
Cro
wn
Poi
nte
Pkw
yC
nty
Col
lect
orU
2E
---
880
454
042
6C
316
Oco
ee-A
popk
a R
dW
est R
d / O
coee
Cro
wn
Poi
nte
Bin
ion
Rd
Cnt
yC
olle
ctor
U2
E--
-14
4058
20
858
C
317
Oco
ee-A
popk
a R
dB
inio
n R
dH
arm
on R
dC
nty
Col
lect
orU
2E
---
1440
286
104
1050
B
318
Oco
ee-A
popk
a R
dH
arm
on R
dB
rads
haw
Rd
Cnt
yC
olle
ctor
U2
E--
-14
4031
213
399
5C
319
Old
Che
ney
Hw
yC
olon
ial D
r (W
)C
olon
ial D
r (E
)C
nty
Col
lect
orU
2E
-0.2
704
366
5228
6C
320
Oak
land
Ave
/ P
lant
St /
Old
SR
50
Lake
Cou
nty
Line
Tub
b R
dO
akla
ndC
olle
ctor
U2
E-0
.270
437
80
326
B
320.
1O
akla
nd A
ve /
Pla
nt S
t / O
ld S
R 5
1T
ubb
Rd
Ava
lon
Rd
Oak
land
Col
lect
orU
2E
---
880
471
040
9B
321
Old
US
441
Ora
nge
Blo
ssom
Tr
Lake
Cou
nty
Line
Cnt
yC
olle
ctor
R2
D--
-11
0021
523
664
9C
321.
8O
ld W
inte
r G
arde
n R
dM
agui
re R
dS
. Blu
ford
Ave
Oco
eeM
in A
rtU
4E
---
1960
1072
088
8B
321.
9O
ld W
inte
r G
arde
n R
dS
. Blu
ford
Ave
Goo
d H
omes
Rd
Cnt
yM
in A
rtU
4E
---
1960
1391
5251
7B
322
Old
Win
ter
Gar
den
Rd
Goo
d H
omes
Rd
Apo
pka-
Vin
elan
d R
dC
nty
Min
Art
U4
E--
-19
6012
9113
953
0B
323
Old
Win
ter
Gar
den
Rd
Apo
pka-
Vin
elan
d R
dH
iaw
asse
e R
dC
nty
Min
Art
U4
E--
-18
7012
1814
450
8D
324
Old
Win
ter
Gar
den
Rd
Hia
was
see
Rd
Kirk
man
Rd
Cnt
yM
in A
rtU
4E
---
1960
1282
130
548
B
325
Old
Win
ter
Gar
den
Rd
Kirk
man
Rd
Ivey
Lan
eC
nty
Min
Art
U4
E--
-19
6013
3576
549
B
326
Old
Win
ter
Gar
den
Rd
Ivey
Lan
eJo
hn Y
oung
Pkw
yC
nty
Min
Art
U4
E--
-18
7012
0128
641
C
327
Ora
nge
Ave
Osc
eola
Cou
nty
Line
Tow
n C
ente
r B
lvd
Cnt
yB
Min
Art
U2
E--
-88
010
1965
0F
327.
1O
rang
e A
veT
own
Cen
ter
Blv
dF
airw
ay W
oods
Blv
dC
nty
Min
Art
U6
E--
-29
4010
1953
1868
B
327.
2O
rang
e A
veF
airw
ay W
oods
Blv
dE
. Wet
herb
ee R
dC
nty
Min
Art
U6
E--
-28
3017
125
1113
C
328
Ora
nge
Ave
E. W
ethe
rbee
Rd
Taf
t-V
inel
and
Rd
Cnt
yM
in A
rtU
6E
---
2940
1712
3811
90B
328.
1O
rang
e A
veT
aft-
Vin
elan
d R
dLa
ndst
reet
Rd
Cnt
yM
in A
rtU
5E
---
1960
1484
8139
5C
329
Ora
nge
Ave
Land
stre
et R
dS
and
Lake
Rd
Cnt
yM
in A
rtU
5E
---
2000
1484
217
299
C
330
Ora
nge
Ave
San
d La
ke R
dH
anse
l Ave
(S
)S
TP
rin A
rtU
5E
---
2120
1736
123
261
C
331
Ora
nge
Ave
Han
sel A
ve (
S)
Han
sel A
ve (
N)
ST
Prin
Art
U2
E--
-21
2018
6039
221
C
332
Ora
nge
Ave
Han
sel A
ve (
N)
Hol
den
Ave
ST
Prin
Art
U5
E--
-21
2017
435
372
C
333
Ora
nge
Ave
Hol
den
Ave
Pin
eloc
h S
tS
TP
rin A
rtU
5E
---
2120
1676
044
4C
333.
5O
rang
e A
veP
inel
och
St
Kal
ey A
veS
TC
Prin
Art
U5
E--
-18
7011
416
723
C
334
Ora
nge
Ave
Kal
ey A
veG
ore
St
ST
CP
rin A
rtU
4E
---
1700
1141
055
9D
335
Ora
nge
Ave
Gor
e S
tS
outh
St
ST
CP
rin A
rtU
3E
0.2
3084
1917
011
67D
335.
5O
rang
e A
veS
outh
St
Rob
inso
n S
tS
TP
rin A
rtU
3E
0.2
3084
1377
017
07D
336
Ora
nge
Ave
Rob
inso
n S
tC
olon
ial D
rS
TP
rin A
rtU
4E
0.2
4140
1377
027
63C
337
Ora
nge
Ave
Col
onia
l Dr
Gar
land
Ave
ST
CP
rin A
rtU
4E
0.2
4140
712
034
28C
339
Ora
nge
Ave
Gar
land
Ave
Virg
inia
St
ST
Prin
Art
U4
E-0
.312
7568
00
595
D
340
Ora
nge
Ave
Virg
inia
Dr
Prin
ceto
n S
tS
TB
Prin
Art
U2
E--
-79
068
00
110
E
341
Ora
nge
Ave
Prin
ceto
n S
tC
lay
Ave
ST
Prin
Art
U4
E-0
.312
7572
30
552
D
342
Ora
nge
Ave
Cla
y A
veO
rland
o A
veS
TP
rin A
rtU
4E
-0.3
1470
669
080
1B
343
Ora
nge
Ave
Orla
ndo
Ave
Fai
rban
ks A
veS
TC
Prin
Art
U4
E-0
.314
0369
20
711
C
344
Ora
ngew
ood
Blv
dB
each
line
Exp
yC
entr
al F
lorid
a P
kwy
Cnt
yC
olle
ctor
U4
E--
-19
6050
257
1401
B
345
Orla
ndo
Cen
tral
Pkw
yLa
ke E
lleno
r D
rO
rang
e B
loss
om T
rC
nty
Col
lect
orU
4E
---
1870
306
1615
48C
347
Osc
eola
St /
Del
aney
Ave
Bax
ter
Ave
Mic
higa
n S
tC
nty
CC
olle
ctor
U2
E--
-86
055
00
310
C
Remaining
Capacity
as o
f Jun
e 30
, 201
211
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
347.
2O
sceo
la P
kwy
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
Osc
eola
Col
lect
orU
4E
---
1960
1299
066
1B
347.
5O
sceo
la P
kwy
Ora
nge
Blo
ssom
Tr
Ora
nge
Ave
nue
Osc
eola
Col
lect
orU
6E
---
2940
1627
013
13B
347.
8O
vers
tree
t Rd
Win
ter
Gar
den-
Vin
elan
d R
dLo
ndal
e B
lvd
Cnt
yC
olle
ctor
U2
E--
-88
030
016
941
1B
347.
9O
vers
tree
t Rd
Lond
ale
Blv
dF
icqu
ette
Rd
Cnt
yC
olle
ctor
U2
E--
-88
018
239
659
B
348
Par
k A
veC
leve
land
St
Ora
nge
Blo
ssom
Tr
Apo
pka
Col
lect
orU
2E
-0.2
704
362
2831
4B
348.
5P
alm
er A
veP
ark
Ave
Lake
mon
t Ave
Cnt
yB
Col
lect
orU
2E
-0.2
704
769
00
F
348.
55P
alm
Pkw
y / T
urke
y La
ke R
dW
inte
r G
arde
n-V
inel
and
Rd
Cen
tral
Flo
rida
Pkw
yC
nty
Min
Art
U4
E--
-19
6059
979
756
4B
349
Pee
l Ave
Lake
Mar
gare
t Dr
Mic
higa
n S
tC
nty
Col
lect
orU
2E
---
860
146
071
4C
349.
5P
eel A
veM
ichi
gan
St
Cur
ry F
ord
Rd
Cnt
yC
olle
ctor
U2
E--
-88
024
20
638
B
349.
7P
erci
val R
d / L
ake
Pric
e D
rN
. Tan
ner
Rd
Lake
Pic
kett
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
433
93
362
B
350
Per
shin
g A
veB
umby
Ave
Con
way
Gar
dens
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
460
10
103
C
352
Per
shin
g A
veS
emor
an B
lvd
Gol
denr
od R
dC
nty
Col
lect
orU
4E
---
1870
1076
117
677
C
353
N H
iaw
asse
e R
oad
Apo
pka
Blv
dO
rang
e B
loss
om T
rC
nty
Min
Art
U4
E--
-18
7091
934
917
C
354
Pie
dmon
t-W
ekiw
a R
dO
rang
e B
loss
om T
rS
emor
an B
lvd
Cnt
y/A
pkC
olle
ctor
U4
E--
-19
6013
9616
548
B
354.
1P
ine
Hill
s R
dO
ld W
inte
r G
arde
n R
dC
olon
ial D
rC
nty
BM
in A
rtU
4E
---
1960
762
7211
26B
354.
2P
ine
Hill
s R
dC
olon
ial D
rB
albo
a D
rC
nty
Min
Art
U4
E--
-18
7015
3039
301
D
355
Pin
e H
ills
Rd
Bal
boa
Dr
Silv
er S
tar
Rd
Cnt
yM
in A
rtU
4E
---
1960
1268
3865
4B
356
Pin
e H
ills
Rd
Silv
er S
tar
Rd
Nor
th L
ane
Cnt
yM
in A
rtU
4E
---
1960
1297
2963
4B
357
Pin
e H
ills
Rd
Nor
th L
ane
Cla
rcon
a-O
coee
Rd
Cnt
yM
in A
rtU
4E
---
1960
1004
2493
2B
357.
1P
ine
Hill
s R
dC
larc
ona-
Oco
ee R
dB
eggs
Rd
Cnt
yM
in A
rtU
4E
---
1960
500
3814
22B
357.
9P
lym
outh
-Sor
rent
o R
dLa
ke C
ount
y Li
neK
elly
Par
k R
dC
nty
Col
lect
orR
2E
---
1400
476
292
2C
358
Ply
mou
th-S
orre
nto
Rd
Kel
ly P
ark
Rd
Pon
kan
Rd
Cnt
yC
olle
ctor
R2
E--
-14
0051
280
808
C
359
Ply
mou
th-S
orre
nto
Rd
Pon
kan
Rd
Ora
nge
Blo
ssom
Tr
Cnt
yC
olle
ctor
U2
E--
-14
4055
648
836
C
359.
1P
oint
e P
laza
Ave
Inte
rnat
iona
l Dr
Uni
vers
al B
lvd
Cnt
yM
in A
rtU
4E
---
1700
382
1513
03C
360
Pon
kan
Rd
Ora
nge
Blo
ssom
Tr
Ply
mou
th S
orre
nto
Rd
Cnt
yC
olle
ctor
R2
E--
-14
0015
159
1190
B
361
Pon
kan
Rd
Ply
mou
th S
orre
nto
Rd
Roc
k S
prin
gs R
dC
nty/
Apk
Col
lect
orU
2E
---
1440
351
2610
63B
361.
1P
orte
r R
dA
valo
n R
dP
hil R
itson
Way
Cnt
yC
olle
ctor
U2
E--
-14
4088
179
1173
B
361.
2P
orte
r R
dP
hil R
itson
Way
Lake
Han
cock
Rd
Cnt
yC
olle
ctor
U2
E--
-14
4092
6312
85B
362
Pow
ers
Dr
Old
Win
ter
Gar
den
Rd
Col
onia
l Dr
Cnt
yC
olle
ctor
U2
E-0
.270
444
254
208
C
363
Pow
ers
Dr
Col
onia
l Dr
Silv
er S
tar
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
441
135
258
C
364
Pow
ers
Dr
Silv
er S
tar
Rd
Nor
th L
ane
Cnt
yC
olle
ctor
U2
E--
-88
062
711
242
C
365
Pow
ers
Dr
Nor
th L
ane
Cla
rcon
a-O
coee
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
433
415
355
B
366
Pre
mie
r R
owC
hanc
ello
r D
rO
rang
e B
loss
om T
rC
nty
Col
lect
orU
2E
-0.2
704
397
3227
5C
367
Prim
rose
Ave
Cur
ry F
ord
Rd
Sou
th S
tO
rland
oC
olle
ctor
U2
E-0
.268
855
80
130
D
368
SR
438
/ P
rince
ton
St
Silv
er S
tar
Rd
John
You
ng P
kwy
ST
CM
in A
rtU
4E
---
1960
1191
176
8B
369
SR
438
/ P
rince
ton
St
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
ST
CM
in A
rtU
6E
---
2940
751
221
87B
370
Prin
ceto
n S
tO
rang
e B
loss
om T
rE
dgew
ater
Dr
ST
Min
Art
U2
E0.
222
4463
90
1605
C
371
Prin
ceto
n S
tE
dgew
ater
Dr
Ora
nge
Ave
ST
Min
Art
U4
E--
-18
7088
80
982
C
372
Ral
eigh
St
Ivey
Lan
eK
irkm
an R
dO
rland
oC
olle
ctor
U2
E--
-86
052
422
314
C
372.
1R
alei
gh S
tK
irkm
an R
dH
iaw
asse
e R
dO
rland
oC
olle
ctor
U4
E--
-19
6070
612
1242
B
373
Rea
ms
Rd
Lake
Han
cock
Rd
Cas
t Dr
Cnt
yC
olle
ctor
U2
E--
-88
054
630
529
D
373.
1R
eam
s R
dC
ast D
rO
ld R
eam
s R
dC
nty
Col
lect
orU
2E
---
880
522
746
0F
373.
2R
eam
s R
d R
e-al
ingm
ent
Old
Rea
ms
Rd
Win
ter
Gar
den-
Vin
elan
d R
dC
nty
Col
lect
orU
4E
---
1870
522
746
602
C
373.
3O
ld R
eam
s R
dR
eam
s R
d R
e-al
ignm
ent
Win
ter
Gar
den-
Vin
elan
d R
dC
nty
Col
lect
orU
2E
---
880
522
035
8C
374
Rio
Gra
nde
Ave
Oak
Rid
ge R
dA
mer
ican
a B
lvd
Cnt
yC
olle
ctor
U2
E--
-88
033
647
497
B
375
Rio
Gra
nde
Ave
Hol
den
Ave
33rd
St
Cnt
yM
in A
rtU
3E
0.1
924
474
3941
1B
376
Rio
Gra
nde
Ave
33rd
St
Mic
higa
n S
tC
nty
Min
Art
U4
E--
-17
0089
918
783
D
377
Rio
Gra
nde
Ave
Mic
higa
n S
tG
ore
St
Cnt
yM
in A
rtU
4E
---
1870
720
2411
26C
Remaining
Capacity
as o
f Jun
e 30
, 201
212
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
378
Riv
ersi
de P
ark
Rd
Mag
nolia
Hom
es R
dF
ores
t City
Rd
Cnt
yC
olle
ctor
U2
E--
-88
030
92
569
B
379
Rob
inso
n S
tC
ryst
al L
ake
Dr
Bum
by A
veS
TM
in A
rtU
4E
-0.3
1275
991
028
4D
379.
1R
obin
son
St
Bum
by A
veS
umm
erlin
Ave
ST
Min
Art
U4
E-0
.314
0310
110
392
D
380
Rob
inso
n S
tS
umm
erlin
Ave
Gar
land
Ave
ST
Min
Art
U4
E-0
.312
7511
670
108
E
381
Par
k A
veO
rang
e B
loss
om T
rM
artin
Rd
Cnt
yC
olle
ctor
U5
E--
-18
7012
0229
639
C
381.
2N
Par
k A
ve /
Roc
k S
prin
gs R
dM
artin
Rd
Wel
ch R
dC
nty
Col
lect
orU
5E
---
880
1376
320
F
382
Roc
k S
prin
gs R
dW
elch
Rd
Pon
kan
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6012
8410
666
B
383
Roc
k S
prin
gs R
dP
onka
n R
dK
elly
Par
k R
dC
nty
Col
lect
orR
4D
---
1490
888
359
9C
383.
1R
hode
Isla
nd W
oods
Cr
Land
star
Blv
dW
yndh
am L
akes
Blv
dC
nty
Col
lect
orU
4E
---
1960
730
812
22B
383.
2R
hode
Isla
nd W
oods
Cr
Wyn
dham
Lak
es B
lvd
Land
star
Blv
dC
nty
Col
lect
orU
2E
---
880
320
1454
6B
384
Ros
e A
veC
larc
ona-
Oco
ee R
dO
rang
e B
loss
om T
rC
nty
Col
lect
orU
2E
-0.2
688
180
1649
2C
385
Ros
e A
veO
rang
e B
loss
om T
rE
dgew
ater
Dr
Cnt
yC
olle
ctor
U2
E--
-86
029
314
553
C
386
Ros
e A
veE
dgew
ater
Dr
Sem
inol
e C
ount
y Li
neC
nty
Col
lect
orU
2E
---
880
688
1517
7C
387
Rou
nd L
ake
Rd
Pon
kan
Rd
Kel
ly P
ark
Rd
Cnt
yC
olle
ctor
R2
E--
-14
0021
712
510
58B
387.
1R
ound
Lak
e R
dK
elly
Par
k R
dLa
ke C
ount
y Li
neC
nty
Col
lect
orR
2E
---
1400
190
7611
34B
388
Rou
se R
dLa
ke U
nder
hill
Rd
Col
onia
l Dr
Cnt
yC
olle
ctor
U4
E--
-18
7074
513
399
2C
389
Rou
se R
dC
olon
ial D
rLo
ckan
otos
a T
rC
nty
Col
lect
orU
4E
---
1870
1017
163
690
C
389.
1R
ouse
Rd
Lock
anot
osa
Tr
Uni
vers
ity B
lvd
Cnt
yC
olle
ctor
U4
E--
-18
7091
413
781
9C
390
Rou
se R
dU
nive
rsity
Blv
dS
emin
ole
Cou
nty
Line
Cnt
yC
olle
ctor
U4
E--
-18
7053
414
1322
C
391
Sad
ler
Ave
Lake
Cou
nty
Line
Ora
nge
Blo
ssom
Tr
Cnt
yC
olle
ctor
T2
D-0
.270
421
510
938
0B
392
Sad
ler
Ave
/ S
adle
r R
dO
rang
e B
loss
om T
rR
ound
Lak
e R
dC
nty
Col
lect
orT
2D
-0.2
704
125
238
341
B
393
San
d La
ke R
dA
popk
a-V
inel
and
Rd
Dr.
Phi
lips
Blv
dC
nty
Col
lect
orU
4E
---
2480
1349
257
874
C
394
San
d La
ke R
dD
r. P
hilli
ps B
lvd
Tur
key
Lake
Rd
Cnt
yB
Col
lect
orU
4E
---
2480
2072
442
0F
394.
5S
and
Lake
Rd
Tur
key
Lake
Rd
Inte
rnat
iona
l Dr
Cnt
yM
in A
rtU
6E
---
2570
2102
450
18E
395
San
d La
ke R
dIn
tern
atio
nal D
rK
irkm
an R
dS
TM
in A
rtU
4E
---
1960
1390
371
199
C
396
San
d La
ke R
dK
irkm
an R
dJo
hn Y
oung
Pkw
yS
TB
Min
Art
U4
E--
-18
7019
3466
0F
397
San
d La
ke R
dJo
hn Y
oung
Pkw
yP
resi
dent
's D
rS
TM
in A
rtU
4E
---
1960
1409
2153
0B
397.
1S
and
Lake
Rd
Pre
side
nt's
Dr
Cha
ncel
lor
Dr
ST
Min
Art
U6
E--
-28
3016
9021
1119
C
397.
2S
and
Lake
Rd
Cha
ncel
lor
Dr
Ora
nge
Blo
ssom
Tr
ST
Min
Art
U6
E--
-28
3013
7490
1366
C
397.
5S
and
Lake
Rd
Ora
nge
Blo
ssom
Tr
Win
egar
d R
dS
TC
Min
Art
U6
E--
-28
3023
2653
60
F
398
San
d La
ke R
dW
ineg
ard
Rd
Ora
nge
Ave
ST
CM
in A
rtU
6E
---
2940
1637
338
965
B
399
San
d La
ke R
d / M
cCoy
Rd
Ora
nge
Ave
Bea
chlin
e E
xpy
ST
BM
in A
rtU
4E
---
2380
1818
297
265
C
400
Sei
del R
dA
valo
n R
dLa
ke H
anco
ck R
dC
nty
Col
lect
orU
2E
---
1440
7917
211
89B
401
Sem
inol
e D
rIn
dian
Dr
Dae
twyl
er D
rB
elle
Isle
Col
lect
orU
2E
---
860
112
074
8C
402
Sem
oran
Blv
dB
each
line
Exp
yH
offn
er R
dS
TP
rin A
rtU
6E
---
2830
1809
3898
3C
403
Sem
oran
Blv
dH
offn
er A
veP
ersh
ing
Ave
ST
Prin
Art
U6
E--
-28
3020
1666
748
D
403.
1S
emor
an B
lvd
Per
shin
g A
veC
urry
For
d R
dS
TP
rin A
rtU
6E
---
2830
2016
1879
6C
404
Sem
oran
Blv
dC
urry
For
d R
dLa
ke U
nder
hill
Rd
ST
CP
rin A
rtU
6E
---
2830
1894
1991
7C
405
Sem
oran
Blv
dLa
ke U
nder
hill
Rd
Col
onia
l Dr
ST
CP
rin A
rtU
6E
---
2830
2049
103
678
D
406
Sem
oran
Blv
dC
olon
ial D
rH
angi
ng M
oss
Rd
ST
CP
rin A
rtU
6E
---
2940
1693
451
796
B
407
Sem
oran
Blv
dH
angi
ng M
oss
Rd
Uni
vers
ity B
lvd
ST
CP
rin A
rtU
6E
---
2940
1693
354
893
B
408
Sem
oran
Blv
dU
nive
rsity
Blv
dS
emin
ole
Cou
nty
Line
ST
CP
rin A
rtU
6E
---
2940
2500
7536
5C
409
Sem
oran
Blv
dO
rang
e B
loss
om T
rS
emin
ole
Cou
nty
Line
ST
CP
rin A
rtU
8E
---
3940
2235
6716
38B
410
She
eler
Ave
Kee
ne R
dA
popk
a B
lvd
Cnt
y/A
pkC
olle
ctor
U2
E--
-86
040
016
444
C
410.
1S
heel
er A
veA
popk
a B
lvd
Sem
oran
Blv
dC
nty
Col
lect
orU
2E
---
860
390
7939
1C
411
Silv
er S
tar
Rd
Oco
ee-A
popk
a R
dC
lark
e R
dS
TB
Min
Art
U2
E--
-88
070
50
175
C
411.
1S
ilver
Sta
r R
dC
lark
e R
dA
popk
a-V
inel
and
Rd
ST
Min
Art
U4
E--
-19
6010
1714
929
B
412
Silv
er S
tar
Rd
Apo
pka-
Vin
elan
d R
dH
iaw
asse
e R
dS
TM
in A
rtU
6E
---
2940
1674
3812
28B
Remaining
Capacity
as o
f Jun
e 30
, 201
213
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
413
Silv
er S
tar
Rd
Hia
was
see
Rd
Pin
e H
ills
Rd
ST
CM
in A
rtU
6E
---
2830
1989
5179
0C
414
Silv
er S
tar
Rd
Pin
e H
ills
Rd
Prin
ceto
n S
tS
TC
Min
Art
U6
E--
-28
3021
9612
622
D
415
Silv
er S
tar
Rd
Prin
ceto
n S
tJo
hn Y
oung
Pkw
yS
TM
in A
rtU
3E
0.1
903
611
528
7D
417
Silv
er S
tar
Rd
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
ST
Min
Art
U3
E0.
192
437
91
544
B
418
Silv
er S
tar
Rd
/ Rio
Gra
nde
Ave
Ora
nge
Blo
ssom
Tr
Mau
ry R
dC
nty
Min
Art
U4
E-0
.314
0338
55
1013
C
419
Sm
ith S
tP
rince
ton
St
Prin
ceto
n S
tS
TM
in A
rtU
2E
0.2
2244
646
015
98C
419.
5S
Acc
ess
Rd
Bog
gy C
reek
Rd
Airp
ort B
lvd
Cnt
yC
olle
ctor
U2
E--
-14
4010
410
399
D
420
Sou
th S
tC
ryst
al L
ake
Dr
Mill
s A
veS
TM
in A
rtU
3E
0.2
3396
797
025
99C
420.
5S
outh
St
Mill
s A
veO
rang
e A
veS
TM
in A
rtU
3E
0.2
3396
890
025
06C
421
SR
520
Bre
vard
Cou
nty
Line
Nov
a R
dS
TP
rin A
rtR
4D
---
1100
617
048
3C
422
SR
521
Nov
a R
dB
each
line
Exp
yS
TP
rin A
rtR
4D
---
1100
637
146
2C
423
SR
522
Bea
chlin
e E
xpy
Col
onia
l Dr
ST
Prin
Art
R4
D--
-11
0075
116
333
C
424
W G
enev
a S
t / S
tory
Rd
S B
lufo
rd A
ve9t
h S
tW
ntr
Gdn
Col
lect
orU
2E
-0.2
704
458
024
6C
424.
1S
tory
Rd
9th
St
Pla
nt S
tW
ntr
Gdn
Col
lect
orU
2E
-0.2
704
287
041
7B
425
Sum
mer
lin A
veG
atlin
Ave
Bax
ter
Ave
Cnt
yC
olle
ctor
U2
E-0
.270
446
70
237
C
425.
51T
aft-
Vin
elan
d R
dJo
hn Y
oung
Pkw
yO
rang
e B
loss
om T
rC
nty
Min
Art
U4
E--
-19
6051
045
1405
B
426
Taf
t-V
inel
and
Rd
Ora
nge
Blo
ssom
Tr
Gen
eral
Blv
dC
nty
Min
Art
U2
E--
-10
7083
346
191
A
426.
1T
aft-
Vin
elan
d R
dG
ener
al D
rO
rang
e A
veC
nty
Min
Art
U2
E--
-10
7079
756
217
A
427
Tam
pa A
veG
ore
St
Was
hing
ton
St
Orla
ndo
Min
Art
U3
E0.
183
025
13
576
C
427.
1T
ampa
Ave
Was
hing
ton
St
Col
onia
l Dr
Orla
ndo
Min
Art
U2
E-0
.268
829
20
396
C
428
Tay
lor
Cre
ek R
dS
R 5
20C
olon
ial D
rC
nty
Col
lect
orR
2D
---
1100
327
1061
B
430
Tem
ple
Dr
Pal
mer
Ave
How
ell B
ranc
h R
dW
inte
r P
kC
olle
ctor
U2
E-0
.270
442
30
281
C
430.
9T
exas
Ave
Cha
ncel
lor
Dr
Oak
Rid
ge R
dC
nty
Col
lect
orU
4E
---
1870
301
2615
43C
431
Tex
as A
veO
ak R
idge
Rd
Am
eric
ana
Blv
dC
nty
Col
lect
orU
2E
---
880
501
3434
5C
432
Tex
as A
veA
mer
ican
a B
lvd
Hol
den
Ave
Cnt
yC
olle
ctor
U2
E--
-86
046
522
373
C
433
N T
hom
pson
Rd
Sem
oran
Blv
dV
otaw
Rd
Cnt
yC
olle
ctor
U2
E-0
.211
5250
514
750
0D
433.
1N
Tho
mps
on R
dV
otaw
Rd
Wel
ch R
dC
nty
Col
lect
orU
2E
---
1440
510
9283
8C
434
Tild
en R
dA
valo
n R
dW
inte
r G
arde
n-V
inel
and
Rd
Cnt
yC
olle
ctor
U2
E--
-88
030
752
521
B
435
Tow
n C
ente
r B
lvd
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
Cnt
yC
olle
ctor
U4
E--
-19
6095
436
970
B
435.
1T
own
Cen
ter
Blv
dO
rang
e B
loss
om T
rO
rang
e A
veC
nty
Col
lect
orU
4E
---
1960
1161
3276
7B
435.
2T
own
Cen
ter
Blv
dO
rang
e A
veLa
ndst
ar B
lvd
Cnt
yC
olle
ctor
U4
E--
-19
6013
8240
538
B
436
Tra
depo
rt D
rO
rang
e A
veR
ingh
aver
Dr
Cnt
yC
olle
ctor
U4
E--
-19
6050
19
1450
B
436.
1T
rade
port
Dr
Rin
ghav
er D
rB
oggy
Cre
ek R
dC
nty
Col
lect
orU
4E
---
1960
550
014
10B
436.
2T
rade
port
Dr
Bog
gy C
reek
Rd
Exp
ress
St
Cnt
yC
olle
ctor
U4
E--
-19
6067
42
1284
B
436.
3T
rade
port
Dr
Exp
ress
Rd
4th
St
Cnt
yC
olle
ctor
U4
E--
-19
6075
20
1208
B
436.
4T
rade
port
Dr
4th
St
Jetp
ort D
rC
nty
Col
lect
orU
4E
---
1960
840
011
20B
437
Tur
key
Lake
Rd
Cen
tral
Flo
rida
Pkw
yS
and
Lake
Com
mon
s B
lvd
Cnt
yM
in A
rtU
4E
---
2540
921
996
623
B
437.
1T
urke
y La
ke R
dS
and
Lake
Com
mon
s B
lvd
San
d La
ke R
dC
nty
Min
Art
U4
E--
-25
4013
6711
1063
C
438
Tur
key
Lake
Rd
San
d La
ke R
dW
alla
ce R
dC
nty
Min
Art
U4
E--
-25
4010
2027
112
49B
439
Tur
key
Lake
Rd
Wal
lace
Rd
Vin
elan
d R
dC
nty
Min
Art
U4
E--
-18
7013
3881
451
D
440
Tur
key
Lake
Rd
Vin
elan
d R
dC
onro
y-W
inde
rmer
e R
dC
nty
BM
in A
rtU
2E
-0.2
704
1195
90
F
441
Uni
vers
ity B
lvd
Sem
oran
Blv
dF
orsy
th R
dC
nty
CM
in A
rtU
6E
---
2830
1917
290
623
D
441.
2U
nive
rsity
Blv
dF
orsy
th R
dG
olde
nrod
Rd
Cnt
yC
Min
Art
U6
E--
-28
3021
2228
342
5D
441.
5U
nive
rsity
Blv
dG
olde
nrod
Rd
Hal
l Rd
Cnt
yC
Min
Art
U6
E--
-29
4020
0314
679
1B
442
Uni
vers
ity B
lvd
Hal
l Rd
Eco
nloc
khat
chee
Tr
Cnt
yC
Min
Art
U6
E--
-28
3023
2714
535
8D
442.
5U
nive
rsity
Blv
dE
conl
ockh
atch
ee T
rC
entr
al F
lorid
a G
reen
eway
Cnt
yC
Min
Art
U6
E--
-28
3023
9258
380
D
442.
8U
nive
rsity
Blv
dC
entr
al F
lorid
a G
reen
eway
Dea
n R
dC
nty
CM
in A
rtU
8E
---
3450
3076
5432
0D
443
Uni
vers
ity B
lvd
Dea
n R
dR
ouse
Rd
Cnt
yC
Min
Art
U6
E--
-29
4029
7980
0F
Remaining
Capacity
as o
f Jun
e 30
, 201
214
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
443.
5U
nive
rsity
Blv
dR
ouse
Rd
Ala
faya
Tr
Cnt
yC
Min
Art
U6
E--
-29
4023
6315
342
4C
444
US
192
/ S
R 5
30La
ke C
ount
y Li
neO
sceo
la C
ount
y Li
neS
TP
rin A
rtU
4E
---
3760
2083
318
1359
C
445
Val
enci
a C
olle
ge L
ane
Eco
nloc
khat
chee
Tr
Cen
tral
Flo
rida
Gre
enew
ayC
nty
Col
lect
orU
2E
---
880
643
8115
6C
445.
1V
alen
cia
Col
lege
Lan
eC
entr
al F
lorid
a G
reen
eway
Gol
denr
od R
dC
nty
Col
lect
orU
2E
---
860
643
5616
1D
445.
11V
inel
and
Ave
Win
ter
Gar
den-
Vin
elan
d R
d /
Littl
e La
ke B
ryan
Pkw
yC
nty
Col
lect
orU
2E
---
880
610
2524
5C
445.
12V
inel
and
Ave
Littl
e La
ke B
ryan
Pkw
yIn
tern
atio
nal D
rC
nty
Col
lect
orU
4E
---
1960
400
3015
30B
446
Virg
inia
Dr
Ora
nge
Ave
Mill
s A
veO
rland
oM
in A
rtU
2E
---
880
455
042
5B
447
Virg
inia
Dr
Mill
s A
veF
ores
t Ave
Orla
ndo
Min
Art
U4
E--
-19
6084
90
1111
B
448
Wal
lace
Rd
Apo
pka-
Vin
elan
d R
dD
r. P
hilip
s B
lvd
Cnt
yC
olle
ctor
U2
E--
-11
0048
079
541
C
448.
1W
alla
ce R
dD
r. P
hilli
ps B
lvd
Tur
key
Lake
Rd
Cnt
yC
olle
ctor
U2
E--
-11
0064
312
932
8C
449
Was
hing
ton
St
John
You
ng P
kwy
Ora
nge
Blo
ssom
Tr
Orla
ndo
Min
Art
U4
E--
-19
6010
300
930
B
449.
1W
ashi
ngto
n S
tO
rang
e B
loss
om T
rIn
ters
tate
4S
TM
in A
rtU
2E
---
860
444
041
6C
450
Wek
iwa
Spr
ings
Rd
Sem
oran
Blv
dC
ante
r C
lub
Tr
Cnt
yC
olle
ctor
U4
E--
-19
6014
334
523
B
450.
5W
ekiw
a S
prin
gs R
dC
ante
r C
lub
Tr
Orc
hard
Dr
Cnt
yC
olle
ctor
U2
E--
-13
3010
0847
275
B
451
Wek
iwa
Spr
ings
Rd
Orc
hard
Dr
Sem
inol
e C
ount
y Li
neC
nty
Col
lect
orU
2E
---
1330
688
2861
4B
452
Wel
ch R
dR
ock
Spr
ings
Rd
N T
hom
pson
Rd
Cnt
yC
olle
ctor
U2
E--
-14
4097
624
440
D
452.
1W
elch
Rd
N T
hom
pson
Rd
Wek
iwa
Spr
ings
Rd
Cnt
yC
olle
ctor
U2
E--
-14
4095
320
467
D
453
W. P
lant
St
Ava
lon
Rd
Par
k A
veS
TM
in A
rtU
2E
---
880
303
057
7B
454
W. P
lant
St
Par
k A
veD
illar
d S
tS
TM
in A
rtU
2E
---
790
773
017
E
454.
1W
. Pla
nt S
t / F
rank
lin S
tD
illar
d S
tH
M B
owne
ss R
dS
TB
Min
Art
U2
E--
-88
065
50
225
C
454.
5W
estw
ood
Blv
d (S
)In
tern
atio
nal D
rC
entr
al F
lorid
a P
kwy
Cnt
yC
olle
ctor
U4
E--
-19
6061
848
1294
B
454.
6W
estw
ood
Blv
d (N
)C
entr
al F
lorid
a P
kwy
Inte
rnat
iona
l Dr
Cnt
yC
olle
ctor
U4
E--
-19
6033
515
1610
B
454.
9W
est R
d / O
coee
Cro
wn
Poi
nte
Pkw
yO
coee
-Apo
pka
Rd
Cla
rc-O
c R
d R
ealig
n. /
Wes
t Rd
Cnt
yM
in A
rtU
4E
---
1870
00
1870
A
455
Wet
herb
ee R
dO
rang
e B
loss
om T
rF
lorid
a's
Tur
npik
eC
nty
Col
lect
orU
4E
---
1870
1080
6472
6C
455.
1W
ethe
rbee
Rd
Flo
rida'
s T
urnp
ike
Ora
nge
Ave
Cnt
yC
olle
ctor
U4
E--
-19
6076
330
1167
B
456
Wet
herb
ee R
dO
rang
e A
veLa
ndst
ar B
lvd
Cnt
yC
olle
ctor
U2
E--
-88
022
212
153
7B
457
Wet
herb
ee R
dLa
ndst
ar B
lvd
Bog
gy C
reek
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6046
242
310
75B
457.
1W
hisp
er L
akes
Blv
dJo
hn Y
oung
Pkw
yO
rang
e B
loss
om T
rC
nty
Col
lect
orU
4E
---
1960
516
4713
97B
457.
2W
hite
Rd
Blu
ford
Rd
Cla
rke
Rd
Oco
eeC
olle
ctor
U2
E--
-88
027
614
590
B
457.
22W
hite
Rd
Cla
rke
Rd
Goo
d H
omes
Roa
dO
coee
Col
lect
orU
2E
---
880
348
253
0B
458
Win
derm
ere
Rd
Mar
shal
l Far
ms
Rd
Rob
erso
n R
dC
nty/
Oco
eeC
olle
ctor
U2
E--
-86
041
41
445
C
458.
1W
inde
rmer
e R
dR
ober
son
Rd
Mag
uire
Rd
Cnt
yC
olle
ctor
U2
E--
-88
025
06
624
B
459
Win
egar
d R
dM
cCoy
Rd
Oak
Rid
ge R
dC
nty
Col
lect
orU
2E
---
880
417
5840
5B
460
Win
ter
Gar
den-
Vin
elan
d R
dIn
ters
tate
4A
popk
a-V
inel
and
Rd
Lk B
Vis
taC
Min
Art
U6
E--
-28
3016
7180
935
0D
461
Win
ter
Gar
den-
Vin
elan
d R
dA
popk
a-V
inel
and
Rd
Bue
na V
ista
Dr
Cnt
yM
in A
rtU
4E
---
1960
1931
433
0F
461.
1W
inte
r G
arde
n-V
inel
and
Rd
Bue
na V
ista
Dr
Per
rihou
se A
cres
Ln
Cnt
yM
in A
rtU
4E
---
1960
1146
456
358
C
461.
2W
inte
r G
arde
n-V
inel
and
Rd
Per
rihou
se A
cres
Ln
Sun
set B
lvd
Cnt
yC
olle
ctor
U4
E--
-19
6010
7142
046
9B
462
Win
ter
Gar
den-
Vin
elan
d R
dS
unse
t Blv
dR
eam
s R
dC
nty
Col
lect
orU
4E
---
1960
1019
768
173
C
462.
1W
inte
r G
arde
n-V
inel
and
Rd
Rea
ms
Rd
Cha
se R
dC
nty
Col
lect
orU
4E
---
2410
1019
1122
269
B
463
Win
ter
Gar
den-
Vin
elan
d R
dC
hase
Rd
Fic
quet
te R
dC
nty
Col
lect
orU
4E
---
2410
897
1441
72C
464
Win
ter
Gar
den-
Vin
elan
d R
dF
icqu
ette
Rd
Tild
en R
dC
nty
Col
lect
orU
4E
---
1960
1295
309
356
C
465
Win
ter
Gar
den-
Vin
elan
d R
dT
ilden
Rd
Wes
tern
Bltw
yW
ntr
Gdn
BC
olle
ctor
U4
E--
-19
6012
6615
454
0B
465.
1W
inte
r G
arde
n-V
inel
and
Rd
Wes
tern
Bltw
yD
anie
ls R
dW
ntr
Gdn
BC
olle
ctor
U6
E--
-25
7012
7212
111
77D
466
Win
ter
Gar
den-
Vin
elan
d R
dD
anie
ls R
dC
olon
ial D
rW
ntr
Gdn
Col
lect
orU
2E
---
880
474
140
5B
467
Win
ter
Par
k R
dC
orrin
e D
rLa
ke S
ue A
veW
inte
r P
kC
olle
ctor
U2
E--
-88
036
00
520
B
467.
1W
oodb
ury
Rd
Gol
fway
Blv
dLa
ke U
nder
hill
Rd
Cnt
yC
olle
ctor
U2
E--
-88
080
540
35D
467.
2W
oodb
ury
Rd
Lake
Und
erhi
ll R
dW
ater
ford
Lak
es P
kwy
Cnt
yC
olle
ctor
U2
E--
-88
080
575
0D
467.
3W
oodb
ury
Rd
Wat
erfo
rd L
akes
Pkw
yC
olon
ial D
rC
nty
Col
lect
orU
2E
---
880
759
121
0D
Remaining
Capacity
as o
f Jun
e 30
, 201
215
ORA
NGE CO
UNTY
Inventory of Available Capacity on the Co
unty's Network of M
ajor Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
nctio
nal
AT
LNC
onst
Min
Cap
Peak
E+R
emai
nLO
S
468
Wym
ore
Rd
Fai
rban
ks A
veLe
e R
dC
nty
Col
lect
orU
2E
---
880
370
550
5B
469
Wym
ore
Rd
Lee
Rd
Ken
nedy
Blv
dC
nty/
Eat
Col
lect
orU
2E
---
880
564
031
6C
470
Wym
ore
Rd
Ken
nedy
Blv
dM
aitla
nd B
lvd
Eat
/Mai
tland
Col
lect
orU
2E
---
880
551
032
9C
471
Wym
ore
Rd
Mai
tland
Blv
dS
emin
ole
Cou
nty
Line
Mai
tland
Col
lect
orU
2E
---
880
656
022
4C
473
Wur
st R
dA
.D. M
ims
Rd
Cla
rcon
a-O
coee
Rd
Cnt
yC
olle
ctor
U2
E-0
.270
429
00
414
B
474
Par
k A
veF
airb
anks
Ave
Pal
mer
Ave
Win
ter
Pk
Col
lect
orU
2E
---
790
389
040
1D
475
Par
k A
veP
alm
er A
veO
rland
o A
veW
inte
r P
kC
olle
ctor
U2
E--
-88
036
70
513
B
480
Vin
elan
d R
dT
urke
y La
ke R
dK
irkm
an R
dC
nty
Col
lect
orU
4E
---
1700
1105
259
3D
481
Vin
elan
d R
dK
irkm
an R
dT
ropi
cal T
r/R
adeb
augh
Way
Cnt
yC
olle
ctor
U4
E--
-19
6097
20
988
B
482
Vin
elan
d R
dT
ropi
cal T
r/R
adeb
augh
Way
Con
roy-
Win
derm
ere
Rd
Cnt
yC
olle
ctor
U4
E--
-19
6010
260
934
B
483
Vin
elan
d R
dC
onro
y-W
inde
rmer
e R
dL.
B. M
cLeo
d R
dC
nty
Col
lect
orU
4E
---
1960
907
110
52B
484
Bru
ton
Blv
dL.
B. M
cLeo
d R
dC
olum
bia
St
Cnt
yC
olle
ctor
U4
E--
-19
6072
717
1216
B
490
Uni
vers
al B
lvd
Inte
rsta
te 4
San
d La
ke R
dC
nty
Col
lect
orU
4E
---
1870
580
116
1174
C
491
Uni
vers
al B
lvd
San
d La
ke R
dP
oint
e P
laza
Ave
Cnt
yC
olle
ctor
U4
E--
-19
6053
414
012
86B
492
Uni
vers
al B
lvd
Poi
nte
Pla
za A
veB
each
line
Exp
yC
nty
Col
lect
orU
6E
---
2940
755
1921
66B
493
Cla
rke
Rd
Col
onia
l Dr
Whi
te R
dO
coee
Col
lect
orU
4E
---
1960
1297
2064
3B
494
Cla
rke
Rd
Whi
te R
dS
ilver
Sta
r R
dO
coee
Col
lect
orU
4E
---
1960
1402
1254
6B
495
Cla
rke
Rd
Silv
er S
tar
Rd
A.D
. Mim
s R
dO
coee
Col
lect
orU
4E
---
1960
725
212
33B
496
Cla
rke
Rd
A.D
. Mim
s R
dC
larc
ona-
Oco
ee R
dO
coee
Col
lect
orU
2E
---
880
453
941
8B
500
Inte
rsta
te 4
Osc
eola
Cou
nty
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tern
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rang
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rt -
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yU
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---
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oung
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nge
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sa T
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ullo
ch R
dA
lafa
ya T
rLo
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ood
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dC
nty
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lect
orU
4E
---
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1445
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ch R
dLo
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ood
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. Tan
ner
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yB
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lect
orU
2E
---
880
1091
00
F
Remaining
Capacity
as o
f Jun
e 30
, 201
216
List of Road Capacity Deficient Links on the County’s Network of Major Roadways
(Failing Segment Information)
LEGEND
Note: This data was provided by the Transportation Planning Division
Label Name Description
ID Segment Number Road Name Name of the Road
from Segment of Origin To Segment End
Jrsdct Jurisdiction responsible of the Maintenance of the Road (County or State)
C/B Constrained / Backlogged Functional Functional Classification (Collector, Min Art, Prin Art)
AT Area Type (Urban or Rural) LN Number of Lanes
Const Construction Lane Min Minimum Level of service (E,D) Cap Total Capacity Peak Peak Direction Volume E+ Encumbered and Reserved
Remain Remaining Capacity (Also called Available) LOS Level of service (A, B, C, D, E & F)
ORA
NGE CO
UNTY
Inventory of Available De
ficient Links on the Co
unty's Major Roadw
ays
(Con
currency Segment Information)
IDR
oad
Nam
eFr
omTo
Jrsd
ctC
/BFu
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nal
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rsity
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---
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---
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ma
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gerin
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nty
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in A
rtU
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---
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reek
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tral
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reen
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vers
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lvd
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rt -
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yU
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---
3720
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F
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r (W
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R6
E--
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r (W
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pka
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rin A
rtU
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---
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2623
247
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offn
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land
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U2
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ve /
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ell B
ranc
h R
dO
rland
o A
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le L
ane
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tland
CM
in A
rtU
4E
---
1960
2023
00
F
215
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nedy
Blv
d / L
ake
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est C
ity R
dK
elle
r R
dE
aton
ville
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lect
orU
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---
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237
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erhi
ll R
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son
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way
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ST
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mon
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263
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rn B
ltwy
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rin A
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---
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prin
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lect
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---
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3023
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F
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rtU
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443
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vers
ity B
lvd
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n R
dR
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4029
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0F
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ter
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den-
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dA
popk
a-V
inel
and
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na V
ista
Dr
Cnt
yM
in A
rtU
4E
---
1960
1931
433
0F
500
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rsta
te 4
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eola
Cou
nty
Line
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chlin
e E
xpy
ST
CP
rin A
rt -
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yU
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---
5580
6292
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F
524
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dN
. Tan
ner
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yB
Col
lect
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---
880
1091
00
F
Remaining
Capacity
as o
f Jun
e 30
, 201
2
Dis
tric
t 4
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tric
t 5
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tric
t 1
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tric
t 2
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AIM
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:D
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ly o
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31
Schools OCPS establishes varying school capacity standards for Orange County schools as the minimum level of service (LOS) standard upon which development will be measured and permits issued. Public school minimum LOS standards were established via an interlocal agreement between Orange County Public Schools, Orange County and the local governments. The LOS measure reflects the relationship between student enrollment and school capacity based on concurrency service areas for each school type. The adopted minimum LOS standard for public schools is uniform across school type (e.g., elementary, middle and high) and among jurisdictions. For example, the standard for Elementary Schools is 110%, meaning that concurrency will be triggered when an Elementary School Concurrency Service Area (CSA) exceeds 10 percent over its Adjusted Florida Inventory of School Houses (FISH) capacity. The LOS calculation is based on the permanent capacity in the Florida Inventory of School Houses (FISH) and the state database that calculates the number of students that can be housed in the permanent portion of a school as determined by the design criteria defined in the State Requirements for Educational Facilities (SREF). The criteria is based on the square footage of classroom space divided by the allocated square footage per student station and takes into account the 18/22/25 students per classroom requirement of the class size amendment. The calculation is further refined by taking into account two other factors that influence capacity: in-slot portables and core capacity. In-slot portables are present on certain OCPS modular campuses. Modular schools were designed to utilize the in-slot portables as capacity, but are not recognized in permanent FISH. However, for concurrency purposes, the student stations within these portables are counted. Core capacity refers to the maximum number of students that can be effectively served in a school dining facility. In some cases, the core capacity is smaller than the FISH capacity, and when analyzing a project for concurrency, the Adjusted FISH formula ensures that new development will not cause a CSA to exceed core capacity. See Exhibit 10 for the School Permanent Program Capacity Methodology used to establish Adjusted FISH capacity, enrollment, LOS, and number of available seats for all public schools. Table 5.1 below specifies the generalized LOS standards for schools in Orange County by Concurrency Service Area (CSA).
Table 5.1. LOS Standards for Orange County Public School CSAs
School Type Adopted LOS Standard
Elementary 110% of Adjusted FISH* Middle 100% of Adjusted FISH* High 100% of Adjusted FISH*
* The number of students who can be served in a permanent public school facility as provided in the FISH adjusted to account for the design capacity of modular schools, but not to exceed core capacity.
32
Based on the enrollment and capacity of CSAs in October 2012, 31 CSAs were deficient or backlogged. The OCPS District Facilities Work Program contains funding for new schools and renovations to existing schools (which frequently includes additional capacity) that will provide relief to fourteen of the currently deficient CSAs by 2016/17. The remaining backlogged CSAs will achieve their adopted LOS after 2016/17. Table 5.2 identifies current LOS measures for deficient schools and table 5.3 identifies current LOS measures for backlogged schools. See Exhibit 11 for a map of all OCPS schools and see Exhibit 12 for a list of OCPS school enrollments.
Table 5.2 List of Current LOS for Deficient Schools
Deficient Schools Current LOS
Elementary CSA C 126% Elementary CSA H 112% Elementary CSA U 145% Elementary CSA V 120% Apopka Middle School 105% Freedom Middle School 102% Lakeview Middle School 114% Meadow Woods Middle School 109% Ocoee Middle School 108% Piedmont Lakes Middle School 103% Southwest Middle School 101% Wolf Lake Middle School 103% Olympia High School 101% West Orange High School 103%
Deficient – Capacity will be addressed by Year 5 of the adopted ten-year capital outlay plan
Table 5.3. List of Current LOS for Backlogged Schools
Backlogged CSA Interim
Standard Elementary CSA DD 119% Avalon Middle School 135%
Bridgewater Middle School 123% Chain of Lakes Middle School 121%
Conway Middle School 115% Corner Lake Middle School 123% Glenridge Middle School 108% Gotha Middle School 148% Hunter’s Creek Middle School 116%
33
Backlogged CSA Interim
Standard Lee Middle School 118% Maitland Middle School 102% Robinswood Middle School 125% Cypress Creek High School 152% Dr. Phillips High School 154% Freedom High School 116% Timber Creek High School 110% University High School 102%
Backlogged – Capacity will be addressed in Year 6-10 of the adopted ten-year capital outlay plan
34
ORANGE COUNTY PUBLIC SCHOOLS Planning & Governmental Relations
Permanent Program Capacity: An Effective Formula to Quantify Real Space at Schools
Definitions: Permanent Florida Inventory of School Houses (FISH) Capacity is the number of students that can be housed in the permanent portion of a school as determined by the design criteria defined in the State Requirements for Educational Facilities (SREF). The criteria is based on the square footage of classroom space divided by the allocated square footage per student station and takes into account the 18/22/25 students per classroom requirement of the class size amendment. Permanent Program Capacity (PPC) is the true number of students that can be housed in the permanent portion of a school. This measurement takes into account the effects of the class size amendment, the school’s ability to utilize space, and the assignment of special programs that require smaller class sizes. Background: There are two primary ways of measuring permanent capacity in schools. Permanent FISH capacity is a number generated by the State of Florida DOE that is facility driven. FISH capacity is a concrete, objective number based on the physical design of the school. As renovations and classroom additions occur, updates are made to the state database thus changing permanent FISH capacity. Permanent Program Capacity (PPC), like permanent FISH capacity, is also facility driven. However, PPC takes into account the student stations lost in satisfying curriculum needs, creating master schedules for classes and other program issues that affect space. PPC has been the preferred capacity used by administrative staff and educators because it incorporates real-life space issues. PPC is also recognized in the OCPS/Orange County government Inter-local Agreements for the Enhancement Agreement (CEA) process. In addition, PPC is used for transfers, pupil assignment, rezoning, and long range planning. PPC for the District was developed in 2001 by the Pupil Assignment Department and was based on school principal surveys. Unfortunately, in some cases school administrators had to make estimations on how many students they could handle at their school without the benefit of historical data on the intended classrooms’ design. Maintaining PPC was staff-intensive and many times required extensive follow-up site visits to schools. Although the original PPC was a better reflection of true capacity, there was a need to develop a new PPC to be:
1) formulaic, 2) consistent from school to school district-wide, 3) easy to implement and maintain, and 4) stable.
Starting in February 2007, District staff from Planning and Governmental Relations, Pupil Assignment and Facilities worked together to develop a new way of evaluating the capacity at schools to formulate a permanent program capacity (PPC). Permanent Program Capacity Formula and Components: The formula for permanent program capacity is:
PPC = ((FISH Permanent Student Stations + In Slot Student Stations) x Utilization Percentage) – (Student stations lost due to ESE Classes); Where (Student stations lost due to ESE Classes) = (# of ESE Classrooms x [19/22/25]) – (# of ESE Classrooms x 10)
FISH Permanent Student Stations: The PPC formula uses FISH permanent student stations as a starting point from which additional adjustments are made for utilization and ESE programs. The FISH database provides the most accurate and available inventory of school classrooms with the maximum number of students that may be housed in the facility based on the design. Typically, pre-kindergarten through third grade classroom carries 18 student stations, fourth through sixth grades carries 22 student stations and ninth through twelfth grade classes carries 25 students per class. Classrooms designed for ESE usually carry of a capacity of 10 or 15 student stations. The calculation of permanent student stations is constant and consistent from school to school. In-Slot Student Stations: In-slot student stations are the buildings used as classrooms at the districts modular campuses. Although FISH does not include in-slot relocatables as permanent student stations, they are included in the formula for permanent program capacity. Utilization Percentage: The “Utilization Percentage” represents the school’s ability to use their space. If a school has a utilization of 100% they can use all of their space all of the time. FISH capacity already includes an adjustment of 90% for Middle and 95% for High Schools. The rationale behind this is that students are moving from classroom to classroom and it is difficult to create a master schedule to utilize 100% of your classrooms all of the time. For a high school to utilize all of their classroom space 95% of the time requires the teachers and their materials to be moved (floated) to fill up classrooms during vacant periods. District staff has raised questions about the logistics of floating in a modern day high school curriculum that requires teachers to utilize an abundance of teaching tools and materials. District staff recognizes the need for an additional utilization adjustment for high schools to minimize the number of floating teachers. Staff will return in January 2008 with recommended changes to the permanent program capacity utilization percentage for high schools.
FISH assumes that Elementary School classrooms should be 100% utilized because that same movement does not exist. However, Elementary schools require a utilization adjustment programmatically due to the grade distribution of students. In an ideal world, each primary classroom would have enrollments divisible 18 and each intermediate classroom would have enrollments divisible by 22; a distribution of this sort never occurs. A typical scenario is an elementary school has 80 kindergarten students. One can make four classes with 20 students in each class. However, the school will not meet class size. The only option is to split the students up into five classrooms with 16 students in each classroom. Each classroom has two student stations that are not being utilized for a total of ten (2 X 5) unutilized student stations for the kindergarten class. Below is an example using the distribution of Hillcrest Elementary School students.
Hillcrest Elementary School would need 17 primary and 5 intermediate classrooms to accommodate 370 students. However, 17 primary and 5 intermediate classrooms according to the FISH formula are equal to 416 student stations with 46 unutilized student stations. This potential loss of space was calculated by performing this analysis on all of the elementary schools. After modeling the utilization we found that size of the school has a lot to do with the percentage of space utilized. Larger schools have smaller percentage of vacant seats and higher utilization rates whereas smaller schools have a smaller percentage of vacant seats and lower utilization rates. The four utilization rates were determined by separating the elementary schools into four groups based on size and taking an average of the utilization rate.
These utilization rates are pulled into the formula based on each school’s current permanent FISH capacity. For example, a school with a permanent FISH capacity of 650 would have a 91.3 percent adjustment to their capacity in the formula.
ESE Adjustment: Schools with self-contained ESE populations require more space which reduces the capacity of a school. To compensate for the loss of student stations, the formula, based on an estimated number of self-contained ESE classrooms, subtracts full capacity classrooms [19 student stations] from the program capacity and adds back ESE sized classrooms [10 student stations per classroom]. (# of ESE Classrooms x 19) – (# of ESE Classrooms x 10) At the onset the number of ESE classrooms was determined based on a five year average of self-contained ESE populations. However, District staff performs site verifications to help determine how many ESE classrooms are needed above those classrooms that have been allocated in the school’s facility inventory of the state’s FISH database. These changes are documented and adjustments are then made to the permanent program capacity.
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Dat
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4
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Actual2011/12
Year1‐Projected2012/13
Year2‐Projected2013/14
Year3‐Projected2014/15
Year4‐Projected2015/16
Year5‐Projected2016/17
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Elem
entarySchools
DreamLake
ESA
612
811
133%
0612
843
138%
612
883
144%
612
916
150%
612
955
156%
612
990
162%
RockSprings
ESA
832
744
89%
0854
753
88%
854
693
81%
854
669
78%
854
661
77%
854
660
77%
Sub‐Total
A1,444
1,555
108%
331,466
1,596
109%
171,466
1,576
108%
371,466
1,585
108%
281,466
1,616
110%
01,466
1,650
113%
0ArborR
idge
K8AA
570
741
130%
0570
757
133%
570
724
127%
656
730
111%
656
721
110%
656
659
100%
UnionPark
ESAA
820
643
78%
0820
584
71%
820
613
75%
820
606
74%
820
592
72%
820
577
70%
Sub‐Total
AA1,390
1,384
100%
145
1,390
1,341
96%
188
1,390
1,337
96%
192
1,476
1,336
91%
288
1,476
1,313
89%
311
1,476
1,236
84%
388
TimberLakes
ESB
838
751
90%
0838
768
92%
838
749
89%
838
778
93%
838
779
93%
838
792
95%
Avalon
ESB
754
882
117%
0754
932
124%
754
860
114%
754
840
111%
754
823
109%
754
829
110%
Camelot
ESB
758
591
78%
0754
586
78%
754
561
74%
754
570
76%
754
577
77%
754
586
78%
CastleCreek
ESB
828
795
96%
0828
799
96%
828
776
94%
828
763
92%
828
761
92%
828
785
95%
StoneLakes
ESB
828
757
91%
0828
784
95%
828
757
91%
828
671
81%
828
631
76%
828
624
75%
Sunrise
ESB
663
535
81%
0663
472
71%
663
437
66%
663
399
60%
663
340
51%
663
309
47%
Waterford
ESB
570
727
128%
0790
723
92%
790
709
90%
790
711
90%
790
714
90%
790
724
92%
Sub‐Total
B5,239
5,038
96%
725
5,455
5,064
93%
937
5,455
4,849
89%
1,152
5,455
4,732
87%
1,269
5,455
4,625
85%
1,376
5,455
4,649
85%
1,352
Durrance
ESBB
540
433
80%
0540
422
78%
540
423
78%
540
422
78%
540
409
76%
540
396
73%
Lancaster
ESBB
464
804
173%
0810
838
103%
810
887
110%
810
900
111%
810
920
114%
810
936
116%
PineCastle
ESBB
457
278
61%
0457
277
61%
457
292
64%
457
299
65%
457
284
62%
457
274
60%
Winegard
ESBB
612
685
112%
0770
630
82%
770
679
88%
770
682
89%
770
671
87%
770
691
90%
Sub‐Total
BB2,073
2,200
106%
802,577
2,167
84%
668
2,577
2,281
89%
554
2,577
2,303
89%
532
2,577
2,284
89%
551
2,577
2,297
89%
538
Keene'sCrossing
ESC
859
766
89%
0859
825
96%
859
912
106%
859
998
116%
859
619
72%
859
679
79%
SunRidge
ESC
00
0%0
842
720
830
786
95%
830
814
98%
830
836
101%
830
858
103%
63‐E‐W
‐4ES
C830
730
88%
830
730
88%
16‐E‐W
‐4ES
CSunsetPark
ESC
856
923
108%
0838
1,051
125%
838
1,050
125%
838
1,128
135%
838
888
106%
838
918
110%
WhisperingOak
ESC
767
1,436
187%
0767
785
102%
767
778
101%
767
798
104%
767
833
109%
767
874
114%
Sub‐Total
C2,482
3,125
126%
03,306
3,381
102%
256
3,294
3,526
107%
973,294
3,738
113%
04,124
3,906
95%
630
4,124
4,059
98%
477
Millenia
ESCC
828
876
106%
0828
952
115%
828
1,009
122%
828
921
111%
828
1,015
123%
828
1,067
129%
81‐E‐SW‐5
830
800
96%
830
800
96%
830
800
96%
Palmetto
ESCC
1,179
1,031
87%
01,163
1,080
93%
1,163
1,111
96%
1,163
943
81%
1,163
976
84%
1,163
1,017
87%
Sadler
ESCC
892
722
81%
0885
767
87%
885
750
85%
885
626
71%
885
645
73%
885
677
76%
ShingleCreek
ESCC
770
1,120
145%
0830
1,115
134%
830
1,190
143%
830
913
110%
830
963
116%
830
975
117%
Sub‐Total
CC3,669
3,749
102%
287
3,706
3,914
106%
163
3,706
4,060
110%
174,536
4,203
93%
787
4,536
4,399
97%
591
4,536
4,536
100%
454
Eccleston
ESD
532
441
83%
0684
618
90%
684
618
90%
684
609
89%
684
616
90%
684
613
90%
IveyLane
ESD
496
338
68%
0496
345
70%
496
364
73%
496
379
76%
496
389
78%
496
414
83%
MollieRay
ESD
698
633
91%
0698
606
87%
698
702
101%
698
703
101%
698
716
103%
698
734
105%
OrloVista
ESD
735
529
72%
0735
594
81%
735
508
69%
735
479
65%
735
478
65%
735
483
66%
Sub‐Total
D2,461
1,941
79%
766
2,613
2,163
83%
711
2,613
2,192
84%
682
2,613
2,170
83%
704
2,613
2,199
84%
675
2,613
2,244
86%
630
24‐E‐N‐7
ESDD
Apopka
ESDD
780
713
91%
0780
709
91%
780
801
103%
780
833
107%
780
868
111%
780
869
111%
WolfLake
ESDD
828
1,093
132%
0828
1,107
134%
828
1,132
137%
828
1,128
136%
828
1,109
134%
828
1,096
132%
Zellw
ood
ESDD
388
569
147%
0618
592
96%
600
611
102%
600
629
105%
600
646
108%
600
686
114%
Sub‐Total
DD
1,996
2,375
119%
02,226
2,408
108%
412,208
2,544
115%
02,208
2,590
117%
02,208
2,623
119%
02,208
2,651
120%
084‐E‐W
‐4ES
EEaglesNest
ESE
758
634
84%
0758
666
88%
758
659
87%
758
682
90%
758
713
94%
758
755
100%
MetroWest
ESE
1,386
1,513
109%
01,309
1,484
113%
1,309
1,639
125%
1,309
1,704
130%
1,309
1,725
132%
1,309
1,753
134%
PalmLake
ESE
750
602
80%
0750
592
79%
750
619
83%
750
632
84%
750
611
81%
750
601
80%
WindyRidge
K8E
1,229
1,141
93%
01,229
1,160
94%
1,229
1,107
90%
1,229
1,108
90%
1,229
1,107
90%
1,229
1,048
85%
Sub‐Total
E4,123
3,890
94%
645
4,046
3,902
96%
549
4,046
4,024
99%
427
4,046
4,126
102%
325
4,046
4,156
103%
295
4,046
4,157
103%
294
Conw
ayES
F627
638
102%
0627
603
96%
627
601
96%
627
617
98%
627
592
94%
627
611
97%
CSAName
School
Type
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Actual2011/12
Year1‐Projected2012/13
Year2‐Projected2013/14
Year3‐Projected2014/15
Year4‐Projected2015/16
Year5‐Projected2016/17
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
CSAName
School
Type
LakeGeorge
ESF
689
588
85%
0689
606
88%
689
555
81%
689
542
79%
689
561
81%
689
552
80%
McCoy
ESF
860
642
75%
0824
691
84%
824
641
78%
824
641
78%
824
624
76%
824
627
76%
Pershing
ESF
529
383
72%
0529
378
71%
529
331
63%
529
314
59%
529
284
54%
529
275
52%
Shenandoah
ESF
720
574
80%
0720
554
77%
720
560
78%
720
561
78%
720
544
76%
720
530
74%
Sub‐Total
F3,425
2,825
82%
943
3,389
2,832
84%
896
3,389
2,688
79%
1,040
3,389
2,675
79%
1,053
3,389
2,605
77%
1,123
3,389
2,595
77%
1,133
Bonneville
ESG
850
527
62%
0850
520
61%
850
501
59%
850
484
57%
850
469
55%
850
463
54%
Columbia
ESG
860
1,097
128%
0842
1,119
133%
842
1,119
133%
842
1,126
134%
842
1,118
133%
842
622
74%
EastLake
ESG
756
656
87%
0756
642
85%
756
642
85%
756
651
86%
756
636
84%
756
631
83%
Riverdale
ESG
607
655
108%
0607
672
111%
607
621
102%
607
635
105%
607
632
104%
607
653
108%
Sub‐Total
G3,073
2,935
96%
445
3,055
2,953
97%
408
3,055
2,883
94%
478
3,055
2,896
95%
465
3,055
2,855
93%
506
3,055
2,369
78%
992
Hunter'sCreek
ESH
620
800
129%
0620
825
133%
620
819
132%
620
802
129%
620
777
125%
620
761
123%
JohnYoung
ESH
604
744
123%
0810
714
88%
810
764
94%
810
775
96%
810
771
95%
810
790
98%
TangeloPark
ESH
485
354
73%
0485
343
71%
485
349
72%
485
363
75%
485
384
79%
485
385
79%
Waterbridge
ESH
760
1,024
135%
0760
1,071
141%
760
1,094
144%
760
1,138
150%
760
1,151
151%
760
1,212
159%
WestCreek
ESH
758
703
93%
0758
704
93%
758
616
81%
758
578
76%
758
544
72%
758
525
69%
Sub‐Total
H3,227
3,625
112%
03,433
3,657
107%
119
3,433
3,642
106%
134
3,433
3,656
106%
120
3,433
3,627
106%
149
3,433
3,673
107%
103
AudubonParkRelieES
I830
750
90%
830
750
90%
Alom
aES
I482
464
96%
0644
486
75%
525
410
78%
525
408
78%
525
417
79%
525
429
82%
AudubonPark
ESI
860
1,161
135%
0842
1,181
140%
842
1,315
156%
842
1,327
158%
842
622
74%
842
659
78%
Brookshire
ESI
442
528
119%
0656
514
78%
656
534
81%
656
524
80%
656
512
78%
656
495
75%
Cheney
ESI
754
570
76%
0754
579
77%
754
505
67%
754
494
66%
754
487
65%
754
489
65%
Sub‐Total
I2,538
2,723
107%
692,896
2,760
95%
426
2,777
2,764
100%
291
2,777
2,753
99%
302
3,607
2,788
77%
1,180
3,607
2,822
78%
1,146
Frangus
ESJ
632
638
101%
0632
639
101%
632
677
107%
632
703
111%
632
716
113%
632
725
115%
LakeWhitney
ESJ
622
620
100%
0622
619
100%
622
573
92%
622
535
86%
622
489
79%
622
453
73%
OakHill
ESJ
393
489
124%
0393
507
129%
393
493
125%
393
474
121%
393
467
119%
393
460
117%
Thornebrooke
ESJ
744
739
99%
0744
718
97%
744
656
88%
744
602
81%
744
538
72%
744
486
65%
Westbrooke
ESJ
860
631
73%
0842
639
76%
842
586
70%
842
567
67%
842
539
64%
842
530
63%
Windermere
ESJ
842
869
103%
0842
809
96%
842
841
100%
842
807
96%
842
759
90%
842
755
90%
Sub‐Total
J4,093
3,986
97%
516
4,075
3,931
96%
552
4,075
3,826
94%
657
4,075
3,688
91%
795
4,075
3,508
86%
975
4,075
3,409
84%
1,074
DoverShores
ESK
608
653
107%
0608
596
98%
608
710
117%
608
761
125%
608
791
130%
608
834
137%
Hillcrest
ESK
424
452
107%
0424
473
112%
424
517
122%
424
524
124%
424
521
123%
424
495
117%
Kaley
ESK
380
236
62%
0380
229
60%
380
224
59%
380
222
58%
380
219
58%
380
219
58%
LakeCom
oES
K474
258
54%
0474
256
54%
474
231
49%
474
231
49%
474
231
49%
474
238
50%
Blankner
K8K
376
352
94%
24602
658
109%
602
553
92%
602
522
87%
602
499
83%
602
513
85%
Sub‐Total
K2,488
2,259
91%
478
2,488
2,212
89%
525
2,488
2,235
90%
502
2,488
2,260
91%
477
2,488
2,261
91%
476
2,488
2,299
92%
438
ForsythWoods
ESL
862
701
81%
0862
646
75%
862
735
85%
862
763
89%
862
778
90%
862
794
92%
AzaleaPark
ESL
709
625
88%
0696
658
95%
696
615
88%
696
632
91%
696
656
94%
696
659
95%
Chickasaw
ESL
925
799
86%
0870
773
89%
870
857
99%
870
879
101%
870
883
101%
870
891
102%
Engelwood
ESL
504
559
111%
0504
569
113%
504
583
116%
504
572
113%
504
576
114%
504
611
121%
LittleRiver
ESL
770
431
56%
0661
438
66%
661
428
65%
661
442
67%
661
453
69%
661
478
72%
Ventura
ESL
144
808
561%
0144
742
515%
144
847
588%
144
862
599%
144
883
613%
144
891
619%
Sub‐Total
L3,914
3,923
100%
382
3,737
3,826
102%
285
3,737
4,065
109%
463,737
4,150
111%
03,737
4,229
113%
03,737
4,324
116%
0DillardSt
ESM
750
775
103%
0750
762
102%
750
707
94%
750
691
92%
750
668
89%
750
659
88%
Maxey
ESM
308
292
95%
0308
288
94%
308
287
93%
308
275
89%
308
279
91%
308
281
91%
Tildenville
ESM
792
509
64%
0792
537
68%
792
517
65%
792
522
66%
792
518
65%
792
495
63%
Sub‐Total
M1,850
1,576
85%
459
1,850
1,587
86%
448
1,850
1,511
82%
524
1,850
1,488
80%
547
1,850
1,465
79%
570
1,850
1,435
78%
600
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Actual2011/12
Year1‐Projected2012/13
Year2‐Projected2013/14
Year3‐Projected2014/15
Year4‐Projected2015/16
Year5‐Projected2016/17
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
CSAName
School
Type
FernCreek
ESN
504
335
66%
0504
362
72%
504
382
76%
504
403
80%
504
415
82%
504
409
81%
Killarney
ESN
520
438
84%
0520
455
88%
520
370
71%
520
358
69%
520
352
68%
520
356
68%
LakeSilver
ESN
762
656
86%
0650
644
99%
650
708
109%
650
706
109%
650
674
104%
650
622
96%
Princeton
ESN
523
437
84%
0549
439
80%
550
465
85%
550
476
87%
550
482
88%
550
498
91%
RockLake
ESN
377
267
71%
0377
286
76%
377
283
75%
377
292
77%
377
298
79%
377
302
80%
Sub‐Total
N2,686
2,133
79%
822
2,600
2,186
84%
674
2,601
2,208
85%
653
2,601
2,235
86%
626
2,601
2,221
85%
640
2,601
2,187
84%
674
Andover
ESO
774
645
83%
0774
707
91%
774
658
85%
774
662
86%
774
673
87%
774
694
90%
CypressSprings
ESO
720
739
103%
0832
732
88%
750
704
94%
750
689
92%
750
689
92%
750
693
92%
LawtonChiles
ESO
758
741
98%
0758
716
94%
758
701
92%
758
684
90%
758
659
87%
758
655
86%
VistaLakes
ESO
828
999
121%
0828
724
87%
828
724
87%
828
726
88%
828
704
85%
828
707
85%
Sub‐Total
O3,080
3,124
101%
264
3,192
2,879
90%
632
3,110
2,787
90%
634
3,110
2,761
89%
660
3,110
2,725
88%
696
3,110
2,749
88%
672
Deerwood
ESP
589
501
85%
0470
497
106%
470
452
96%
470
420
89%
470
396
84%
470
374
80%
HiddenOaks
ESP
660
520
79%
0660
508
77%
660
466
71%
660
453
69%
660
438
66%
660
449
68%
Pinar
ESP
673
491
73%
0673
506
75%
673
457
68%
673
451
67%
673
456
68%
673
475
71%
ThreePoints
ESP
758
705
93%
0758
690
91%
758
663
87%
758
645
85%
758
625
82%
758
602
79%
Sub‐Total
P2,680
2,217
83%
731
2,561
2,201
86%
616
2,561
2,038
80%
779
2,561
1,969
77%
848
2,561
1,915
75%
902
2,561
1,900
74%
917
LakeSybelia
ESQ
690
618
90%
0645
630
98%
645
678
105%
645
718
111%
645
734
114%
645
770
119%
LakeWeston
ESQ
540
545
101%
0620
602
97%
620
551
89%
620
543
88%
620
528
85%
620
516
83%
Lockhart
ESQ
636
484
76%
0636
495
78%
636
492
77%
636
507
80%
636
512
81%
636
509
80%
Riverside
ESQ
828
639
77%
0828
598
72%
828
746
90%
828
815
98%
828
879
106%
828
939
113%
Rosemont
ESQ
860
893
104%
0860
858
100%
860
904
105%
860
919
107%
860
930
108%
860
942
110%
Sub‐Total
Q3,554
3,179
89%
730
3,589
3,183
89%
765
3,589
3,371
94%
577
3,589
3,502
98%
446
3,589
3,583
100%
365
3,589
3,676
102%
272
Dommerich
ESR
585
612
105%
0585
614
105%
585
549
94%
585
521
89%
585
471
81%
585
450
77%
Hungerford
ESR
504
285
57%
0504
286
57%
504
319
63%
504
341
68%
504
350
69%
504
361
72%
Lakemont
ESR
766
770
101%
0766
715
93%
766
728
95%
766
706
92%
766
684
89%
766
670
87%
Sub‐Total
R1,855
1,667
90%
374
1,855
1,615
87%
426
1,855
1,596
86%
445
1,855
1,568
85%
473
1,855
1,505
81%
536
1,855
1,481
80%
560
LakeGem
ESS
622
869
140%
0622
922
148%
622
865
139%
622
879
141%
622
847
136%
622
851
137%
Ridgew
oodPark
ESS
914
740
81%
0896
778
87%
896
695
78%
896
688
77%
896
678
76%
896
660
74%
RollingHills
ESS
810
597
74%
0810
548
68%
810
557
69%
810
543
67%
810
513
63%
810
509
63%
Sub‐Total
S2,346
2,206
94%
375
2,328
2,248
97%
313
2,328
2,117
91%
444
2,328
2,110
91%
451
2,328
2,038
88%
523
2,328
2,020
87%
541
Catalina
EST
860
617
72%
0824
652
79%
824
706
86%
824
771
94%
824
837
102%
824
902
109%
GrandAve
EST
290
247
85%
0290
271
93%
290
319
110%
290
321
111%
290
315
109%
290
316
109%
OrangeCenter
EST
483
285
59%
0483
219
45%
483
259
54%
483
262
54%
483
259
54%
483
266
55%
Pineloch
EST
482
728
151%
0830
751
90%
830
779
94%
830
801
97%
830
868
105%
830
919
111%
RichmondHeights
EST
600
309
52%
0600
287
48%
00
0%0
00%
00
0%0
00%
WashingtonShoresES
T547
518
95%
0684
682
100%
684
682
100%
684
674
99%
684
665
97%
684
661
97%
Sub‐Total
T3,262
2,704
83%
884
3,711
2,862
77%
1,220
3,111
2,745
88%
677
3,111
2,829
91%
593
3,111
2,944
95%
478
3,111
3,064
98%
358
19‐E‐N‐7
ESU
830
750
90%
830
750
90%
Citrus
ESU
758
769
101%
0758
716
94%
758
737
97%
758
732
97%
758
585
77%
758
568
75%
Clarcona
ESU
558
953
171%
0558
944
169%
558
978
175%
558
981
176%
558
590
106%
558
605
108%
Ocoee
ESU
386
821
213%
0830
830
100%
830
829
100%
830
807
97%
830
807
97%
830
805
97%
SpringLake
ESU
424
537
127%
0624
525
84%
624
577
92%
570
610
107%
570
618
108%
570
625
110%
Sub‐Total
U2,126
3,080
145%
02,770
3,015
109%
322,770
3,121
113%
02,716
3,130
115%
03,546
3,350
94%
551
3,546
3,353
95%
548
3‐E‐SE‐2
ESV
830
621
75%
830
614
74%
830
687
83%
830
733
88%
41‐E‐SE‐2
ESV
MossPark
ESV
860
1,042
121%
0860
1,125
131%
860
1,125
131%
860
1,146
133%
860
1,195
139%
860
1,245
145%
NorthLakePark
ESV
901
1,070
119%
0901
820
91%
901
820
91%
901
895
99%
901
943
105%
901
999
111%
Sub‐Total
V1,761
2,112
120%
01,761
1,945
110%
02,591
2,566
99%
284
2,591
2,655
102%
195
2,591
2,825
109%
252,591
2,977
115%
0
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Actual2011/12
Year1‐Projected2012/13
Year2‐Projected2013/14
Year3‐Projected2014/15
Year4‐Projected2015/16
Year5‐Projected2016/17
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
CSAName
School
Type
ClaySprings
ESW
656
771
118%
0656
778
119%
656
752
115%
656
726
111%
656
725
111%
656
717
109%
Lakeville
ESW
607
879
145%
0607
899
148%
607
780
129%
607
725
119%
607
674
111%
607
660
109%
Lovell
ESW
482
682
141%
0482
717
149%
482
724
150%
482
746
155%
482
767
159%
482
789
164%
Wheatley
ESW
815
339
42%
0815
289
35%
815
299
37%
815
285
35%
815
279
34%
815
272
33%
Sub‐Total
W2,560
2,671
104%
145
2,560
2,683
105%
133
2,560
2,555
100%
261
2,560
2,482
97%
334
2,560
2,445
96%
371
2,560
2,438
95%
378
Hiawassee
ESX
758
745
98%
0758
744
98%
758
716
94%
758
719
95%
758
732
97%
758
746
98%
PineHills
ESX
840
738
88%
0840
727
87%
840
747
89%
840
767
91%
840
770
92%
840
791
94%
Pinewood
ESX
655
682
104%
0655
629
96%
655
706
108%
655
722
110%
655
524
80%
655
548
84%
WestOaks
ESX
754
602
80%
0754
620
82%
754
604
80%
754
623
83%
754
633
84%
754
631
84%
Sub‐Total
X3,007
2,767
92%
541
3,007
2,720
90%
588
3,007
2,773
92%
535
3,007
2,831
94%
477
3,007
2,659
88%
649
3,007
2,716
90%
592
30‐E‐SE‐3
ESY
Wetherbee
ESY
830
657
79%
0827
714
86%
827
731
88%
827
755
91%
827
754
91%
827
770
93%
CypressPark
ESY
374
277
74%
0374
271
72%
374
285
76%
374
281
75%
374
288
77%
374
293
78%
Endeavor
ESY
758
750
99%
0758
765
101%
758
647
85%
758
612
81%
758
568
75%
758
519
68%
MeadowWoods
ESY
550
577
105%
0550
604
110%
550
562
102%
550
545
99%
550
524
95%
550
508
92%
Oakshire
ESY
752
728
97%
0752
629
84%
752
709
94%
752
714
95%
752
713
95%
752
710
94%
Southw
ood
ESY
643
704
109%
0643
682
106%
643
646
100%
643
638
99%
643
601
93%
643
584
91%
WyndamLakes
ESY
828
823
99%
0828
857
104%
828
824
100%
828
837
101%
828
837
101%
828
878
106%
Sub‐Total
Y4,735
4,516
95%
693
4,732
4,522
96%
683
4,732
4,404
93%
801
4,732
4,382
93%
823
4,732
4,285
91%
920
4,732
4,262
90%
943
BayMeadows
ESZ
810
582
72%
0810
547
68%
810
530
65%
810
499
62%
810
467
58%
810
449
55%
DrPhillips
ESZ
410
678
165%
0600
628
105%
600
587
98%
600
567
95%
600
519
87%
600
476
79%
SandLake
ESZ
828
501
61%
0828
434
52%
828
421
51%
828
366
44%
828
325
39%
828
297
36%
Sub‐Total
Z2,048
1,761
86%
492
2,238
1,609
72%
853
2,238
1,538
69%
924
2,238
1,432
64%
1,030
2,238
1,311
59%
1,151
2,238
1,222
55%
1,240
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Year6‐Projected2017/18
Year7‐Projected2018/19
Year8‐Projected2019/20
Year9‐Projected2020/21
Year10‐Projected2021/22
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Elem
entarySchools
DreamLake
ESA
612
991
162%
612
991
162%
612
994
162%
612
995
163%
612
994
162%
RockSprings
ESA
854
661
77%
854
659
77%
854
661
77%
854
666
78%
854
674
79%
Sub‐Total
A1,466
1,652
113%
01,466
1,650
113%
01,466
1,655
113%
01,466
1,661
113%
01,466
1,668
114%
0ArborR
idge
K8AA
656
694
106%
656
679
104%
656
663
101%
656
646
98%
656
633
96%
UnionPark
ESAA
820
548
67%
820
534
65%
820
523
64%
820
510
62%
820
496
60%
Sub‐Total
AA1,476
1,242
84%
382
1,476
1,213
82%
411
1,476
1,186
80%
438
1,476
1,156
78%
468
1,476
1,129
76%
495
TimberLakes
ESB
838
763
91%
838
744
89%
838
716
85%
838
698
83%
838
679
81%
Avalon
ESB
754
806
107%
754
798
106%
754
791
105%
754
794
105%
754
797
106%
Camelot
ESB
754
580
77%
754
580
77%
754
582
77%
754
588
78%
754
598
79%
CastleCreek
ESB
828
768
93%
828
756
91%
828
741
89%
828
730
88%
828
710
86%
StoneLakes
ESB
828
594
72%
828
589
71%
828
603
73%
828
635
77%
828
652
79%
Sunrise
ESB
663
280
42%
663
266
40%
663
263
40%
663
265
40%
663
268
40%
Waterford
ESB
790
703
89%
790
683
86%
790
662
84%
790
650
82%
790
639
81%
Sub‐Total
B5,455
4,494
82%
1,507
5,455
4,416
81%
1,585
5,455
4,358
80%
1,643
5,455
4,360
80%
1,641
5,455
4,343
80%
1,658
Durrance
ESBB
540
377
70%
540
357
66%
540
343
64%
540
330
61%
540
324
60%
Lancaster
ESBB
810
900
111%
810
870
107%
810
831
103%
810
804
99%
810
780
96%
PineCastle
ESBB
457
261
57%
457
253
55%
457
248
54%
457
241
53%
457
236
52%
Winegard
ESBB
770
675
88%
770
665
86%
770
652
85%
770
636
83%
770
617
80%
Sub‐Total
BB2,577
2,213
86%
622
2,577
2,145
83%
690
2,577
2,074
80%
761
2,577
2,011
78%
824
2,577
1,957
76%
878
Keene'sCrossing
ESC
859
742
86%
859
812
95%
859
903
105%
859
1,000
116%
859
677
79%
SunRidge
ESC
830
881
106%
830
909
110%
830
930
112%
830
961
116%
830
987
119%
63‐E‐W
‐4ES
C830
730
88%
830
730
88%
830
730
88%
830
730
88%
830
730
88%
16‐E‐W
‐4ES
C830
600
72%
SunsetPark
ESC
838
944
113%
838
999
119%
838
1,063
127%
838
1,126
134%
838
990
118%
WhisperingOak
ESC
767
876
114%
767
899
117%
767
922
120%
767
932
122%
767
936
122%
Sub‐Total
C4,124
4,173
101%
363
4,124
4,349
105%
187
4,124
4,548
110%
04,124
4,749
115%
04,954
4,920
99%
529
Millenia
ESCC
828
1,105
133%
828
1,140
138%
828
1,185
143%
828
1,220
147%
828
1,205
146%
81‐E‐SW‐5
830
800
96%
830
800
96%
830
800
96%
830
800
96%
830
800
96%
Palmetto
ESCC
1,163
1,040
89%
1,163
1,070
92%
1,163
1,084
93%
1,163
1,099
94%
1,163
1,091
94%
Sadler
ESCC
885
693
78%
885
715
81%
885
729
82%
885
723
82%
885
716
81%
ShingleCreek
ESCC
830
1,006
121%
830
1,028
124%
830
1,039
125%
830
1,044
126%
830
1,043
126%
Sub‐Total
CC4,536
4,644
102%
346
4,536
4,753
105%
237
4,536
4,837
107%
153
4,536
4,886
108%
104
4,536
4,855
107%
135
Eccleston
ESD
684
601
88%
684
598
87%
684
592
87%
684
590
86%
684
608
89%
IveyLane
ESD
496
407
82%
496
400
81%
496
396
80%
496
393
79%
496
385
78%
MollieRay
ESD
698
705
101%
698
682
98%
698
665
95%
698
648
93%
698
641
92%
OrloVista
ESD
735
468
64%
735
454
62%
735
443
60%
735
446
61%
735
436
59%
Sub‐Total
D2,613
2,181
83%
693
2,613
2,134
82%
740
2,613
2,096
80%
778
2,613
2,077
79%
797
2,613
2,070
79%
804
24‐E‐N‐7
ESDD
830
750
90%
830
750
90%
830
750
90%
830
750
90%
830
750
90%
Apopka
ESDD
780
877
112%
780
884
113%
780
876
112%
780
862
111%
780
853
109%
WolfLake
ESDD
828
1,113
134%
828
1,151
139%
828
587
71%
828
638
77%
828
681
82%
Zellw
ood
ESDD
600
699
117%
600
743
124%
600
637
106%
600
695
116%
600
757
126%
Sub‐Total
DD
3,038
3,439
113%
03,038
3,528
116%
03,038
2,850
94%
492
3,038
2,945
97%
397
3,038
3,041
100%
301
84‐E‐W
‐4ES
E830
750
97%
830
750
97%
EaglesNest
ESE
758
756
100%
758
756
100%
758
738
97%
758
721
97%
758
700
92%
MetroWest
ESE
1,309
1,760
134%
1,309
1,774
136%
1,309
1,768
135%
1,309
1,010
125%
1,309
989
76%
PalmLake
ESE
750
547
73%
750
509
68%
750
474
63%
750
447
76%
750
432
58%
WindyRidge
K8E
1,229
1,096
89%
1,229
1,091
89%
1,229
1,087
88%
1,229
1,077
80%
1,229
1,075
87%
Sub‐Total
E4,046
4,159
103%
292
4,046
4,130
102%
321
4,046
4,067
101%
384
4,876
4,005
82%
1,359
4,876
3,946
81%
1,418
Conw
ayES
F627
609
97%
627
615
98%
627
608
97%
627
589
94%
627
558
89%
CSAName
School
Type
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Year6‐Projected2017/18
Year7‐Projected2018/19
Year8‐Projected2019/20
Year9‐Projected2020/21
Year10‐Projected2021/22
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
CSAName
School
Type
LakeGeorge
ESF
689
546
79%
689
550
80%
689
549
80%
689
538
78%
689
534
78%
McCoy
ESF
824
609
74%
824
601
73%
824
588
71%
824
576
70%
824
563
68%
Pershing
ESF
529
258
49%
529
246
47%
529
237
45%
529
227
43%
529
216
41%
Shenandoah
ESF
720
491
68%
720
469
65%
720
442
61%
720
420
58%
720
407
57%
Sub‐Total
F3,389
2,513
74%
1,215
3,389
2,481
73%
1,247
3,389
2,424
72%
1,304
3,389
2,350
69%
1,378
3,389
2,278
67%
1,450
Bonneville
ESG
850
459
54%
850
461
54%
850
466
55%
850
480
56%
850
487
57%
Columbia
ESG
842
607
72%
842
595
71%
842
576
68%
842
569
68%
842
580
69%
EastLake
ESG
756
605
80%
756
582
77%
756
563
74%
756
543
72%
756
539
71%
Riverdale
ESG
607
644
106%
607
644
106%
607
626
103%
607
614
101%
607
596
98%
Sub‐Total
G3,055
2,315
76%
1,046
3,055
2,282
75%
1,079
3,055
2,231
73%
1,130
3,055
2,206
72%
1,155
3,055
2,202
72%
1,159
Hunter'sCreek
ESH
620
728
117%
620
710
115%
620
700
113%
620
700
113%
620
667
108%
JohnYoung
ESH
810
783
97%
810
775
96%
810
772
95%
810
769
95%
810
761
94%
TangeloPark
ESH
485
397
82%
485
405
84%
485
406
84%
485
405
84%
485
406
84%
Waterbridge
ESH
760
1,230
162%
760
1,264
166%
760
1,263
166%
760
1,264
166%
760
1,255
165%
WestCreek
ESH
758
499
66%
758
498
66%
758
495
65%
758
487
64%
758
477
63%
Sub‐Total
H3,433
3,637
106%
139
3,433
3,652
106%
124
3,433
3,636
106%
140
3,433
3,625
106%
151
3,433
3,566
104%
210
AudubonParkRelieES
I830
750
90%
830
750
90%
830
750
90%
830
750
90%
830
750
90%
Alom
aES
I525
430
82%
525
433
82%
525
431
82%
525
427
81%
525
411
78%
AudubonPark
ESI
842
682
81%
842
716
85%
842
741
88%
842
783
93%
842
855
102%
Brookshire
ESI
656
467
71%
656
451
69%
656
428
65%
656
418
64%
656
407
62%
Cheney
ESI
754
486
64%
754
489
65%
754
504
67%
754
511
68%
754
521
69%
Sub‐Total
I3,607
2,815
78%
1,153
3,607
2,839
79%
1,129
3,607
2,854
79%
1,114
3,607
2,889
80%
1,079
3,607
2,944
82%
1,024
Frangus
ESJ
632
689
109%
632
673
106%
632
656
104%
632
646
102%
632
646
102%
LakeWhitney
ESJ
622
428
69%
622
416
67%
622
415
67%
622
422
68%
622
436
70%
OakHill
ESJ
393
442
112%
393
425
108%
393
411
105%
393
404
103%
393
390
99%
Thornebrooke
ESJ
744
436
59%
744
401
54%
744
372
50%
744
353
47%
744
342
46%
Westbrooke
ESJ
842
519
62%
842
524
62%
842
540
64%
842
558
66%
842
571
68%
Windermere
ESJ
842
687
82%
842
636
76%
842
599
71%
842
588
70%
842
596
71%
Sub‐Total
J4,075
3,201
79%
1,282
4,075
3,075
75%
1,408
4,075
2,993
73%
1,490
4,075
2,971
73%
1,512
4,075
2,981
73%
1,502
DoverShores
ESK
608
821
135%
608
805
132%
608
795
131%
608
784
129%
608
758
125%
Hillcrest
ESK
424
472
111%
424
451
106%
424
437
103%
424
423
100%
424
412
97%
Kaley
ESK
380
207
54%
380
200
53%
380
195
51%
380
191
50%
380
186
49%
LakeCom
oES
K474
232
49%
474
229
48%
474
221
47%
474
217
46%
474
220
46%
Blankner
K8K
602
484
80%
602
472
78%
602
461
77%
602
459
76%
602
444
74%
Sub‐Total
K2,488
2,216
89%
521
2,488
2,157
87%
580
2,488
2,109
85%
628
2,488
2,074
83%
663
2,488
2,020
81%
717
ForsythWoods
ESL
862
807
94%
862
815
95%
862
817
95%
862
780
90%
862
776
90%
AzaleaPark
ESL
696
661
95%
696
674
97%
696
677
97%
696
661
95%
696
636
91%
Chickasaw
ESL
870
866
100%
870
841
97%
870
808
93%
870
780
90%
870
756
87%
Engelwood
ESL
504
603
120%
504
585
116%
504
565
112%
504
557
111%
504
541
107%
LittleRiver
ESL
661
485
73%
661
495
75%
661
505
76%
661
519
79%
661
532
80%
Ventura
ESL
144
883
613%
144
883
613%
144
870
604%
144
856
594%
144
835
580%
Sub‐Total
L3,737
4,305
115%
03,737
4,293
115%
03,737
4,242
114%
03,737
4,153
111%
03,737
4,076
109%
35DillardSt
ESM
750
630
84%
750
613
82%
750
595
79%
750
579
77%
750
559
75%
Maxey
ESM
308
269
87%
308
264
86%
308
260
84%
308
256
83%
308
244
79%
Tildenville
ESM
792
475
60%
792
456
58%
792
439
55%
792
425
54%
792
417
53%
Sub‐Total
M1,850
1,374
74%
661
1,850
1,333
72%
702
1,850
1,294
70%
741
1,850
1,260
68%
775
1,850
1,220
66%
815
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Year6‐Projected2017/18
Year7‐Projected2018/19
Year8‐Projected2019/20
Year9‐Projected2020/21
Year10‐Projected2021/22
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
CSAName
School
Type
FernCreek
ESN
504
405
80%
504
411
82%
504
411
82%
504
402
80%
504
387
77%
Killarney
ESN
520
351
68%
520
356
68%
520
351
68%
520
343
66%
520
331
64%
LakeSilver
ESN
650
605
93%
650
591
91%
650
589
91%
650
587
90%
650
584
90%
Princeton
ESN
550
507
92%
550
513
93%
550
521
95%
550
528
96%
550
521
95%
RockLake
ESN
377
289
77%
377
282
75%
377
271
72%
377
261
69%
377
249
66%
Sub‐Total
N2,601
2,157
83%
704
2,601
2,153
83%
708
2,601
2,143
82%
718
2,601
2,121
82%
740
2,601
2,072
80%
789
Andover
ESO
774
700
90%
774
721
93%
774
743
96%
774
772
100%
774
784
101%
CypressSprings
ESO
750
695
93%
750
714
95%
750
736
98%
750
755
101%
750
759
101%
LawtonChiles
ESO
758
640
84%
758
626
83%
758
612
81%
758
604
80%
758
604
80%
VistaLakes
ESO
828
712
86%
828
711
86%
828
711
86%
828
711
86%
828
711
86%
Sub‐Total
O3,110
2,747
88%
674
3,110
2,772
89%
649
3,110
2,802
90%
619
3,110
2,842
91%
579
3,110
2,858
92%
563
Deerwood
ESP
470
353
75%
470
344
73%
470
342
73%
470
350
74%
470
350
74%
HiddenOaks
ESP
660
447
68%
660
448
68%
660
455
69%
660
467
71%
660
477
72%
Pinar
ESP
673
464
69%
673
461
68%
673
455
68%
673
445
66%
673
431
64%
ThreePoints
ESP
758
567
75%
758
553
73%
758
534
70%
758
530
70%
758
533
70%
Sub‐Total
P2,561
1,831
71%
986
2,561
1,806
71%
1,011
2,561
1,786
70%
1,031
2,561
1,792
70%
1,025
2,561
1,791
70%
1,026
LakeSybelia
ESQ
645
758
118%
645
749
116%
645
731
113%
645
713
111%
645
683
106%
LakeWeston
ESQ
620
509
82%
620
509
82%
620
512
83%
620
511
82%
620
511
82%
Lockhart
ESQ
636
520
82%
636
535
84%
636
553
87%
636
570
90%
636
585
92%
Riverside
ESQ
828
978
118%
828
1,030
124%
828
1,052
127%
828
1,077
130%
828
1,110
134%
Rosemont
ESQ
860
917
107%
860
899
105%
860
884
103%
860
871
101%
860
854
99%
Sub‐Total
Q3,589
3,682
103%
266
3,589
3,722
104%
226
3,589
3,732
104%
216
3,589
3,742
104%
206
3,589
3,743
104%
205
Dommerich
ESR
585
417
71%
585
399
68%
585
387
66%
585
379
65%
585
367
63%
Hungerford
ESR
504
353
70%
504
348
69%
504
344
68%
504
336
67%
504
331
66%
Lakemont
ESR
766
634
83%
766
609
80%
766
584
76%
766
562
73%
766
537
70%
Sub‐Total
R1,855
1,404
76%
637
1,855
1,356
73%
685
1,855
1,315
71%
726
1,855
1,277
69%
764
1,855
1,235
67%
806
LakeGem
ESS
622
806
130%
622
777
125%
622
741
119%
622
724
116%
622
712
114%
Ridgew
oodPark
ESS
896
636
71%
896
621
69%
896
605
68%
896
600
67%
896
587
66%
RollingHills
ESS
810
501
62%
810
502
62%
810
488
60%
810
476
59%
810
472
58%
Sub‐Total
S2,328
1,943
83%
618
2,328
1,900
82%
661
2,328
1,834
79%
727
2,328
1,800
77%
761
2,328
1,771
76%
790
Catalina
EST
824
957
116%
824
992
120%
824
1,016
123%
824
1,032
125%
824
1,052
128%
GrandAve
EST
290
302
104%
290
293
101%
290
284
98%
290
276
95%
290
274
94%
OrangeCenter
EST
483
257
53%
483
250
52%
483
241
50%
483
238
49%
483
240
50%
Pineloch
EST
830
958
115%
830
993
120%
830
1,008
121%
830
1,020
123%
830
1,006
121%
RichmondHeights
EST
00
0%0
00%
00
0%0
00%
00
0%WashingtonShoresES
T684
632
92%
684
607
89%
684
586
86%
684
575
84%
684
577
84%
Sub‐Total
T3,111
3,106
100%
316
3,111
3,135
101%
287
3,111
3,135
101%
287
3,111
3,141
101%
281
3,111
3,149
101%
273
19‐E‐N‐7
ESU
830
750
90%
830
750
90%
830
750
90%
830
750
90%
830
750
90%
Citrus
ESU
758
539
71%
758
519
68%
758
505
67%
758
501
66%
758
487
64%
Clarcona
ESU
558
663
119%
558
718
129%
558
774
139%
558
846
152%
558
930
167%
Ocoee
ESU
830
820
99%
830
836
101%
830
850
102%
830
881
106%
830
920
111%
SpringLake
ESU
570
612
107%
570
610
107%
570
626
110%
570
641
112%
570
644
113%
Sub‐Total
U3,546
3,384
95%
517
3,546
3,433
97%
468
3,546
3,505
99%
396
3,546
3,619
102%
282
3,546
3,731
105%
170
3‐E‐SE‐2
ESV
830
800
96%
830
854
103%
830
914
110%
830
960
116%
830
1,001
121%
41‐E‐SE‐2
ESV
830
750
90%
830
750
90%
830
750
90%
830
750
90%
830
750
90%
MossPark
ESV
860
787
92%
860
863
100%
860
948
110%
860
1,051
122%
860
1,135
132%
NorthLakePark
ESV
901
809
90%
901
862
96%
901
915
102%
901
970
108%
901
1,028
114%
Sub‐Total
V3,421
3,146
92%
617
3,421
3,329
97%
434
3,421
3,527
103%
236
3,421
3,731
109%
323,421
3,914
114%
0
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3E
lem
enta
ry S
choo
ls
Year6‐Projected2017/18
Year7‐Projected2018/19
Year8‐Projected2019/20
Year9‐Projected2020/21
Year10‐Projected2021/22
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
CSAName
School
Type
ClaySprings
ESW
656
714
109%
656
716
109%
656
721
110%
656
722
110%
656
736
112%
Lakeville
ESW
607
650
107%
607
648
107%
607
651
107%
607
656
108%
607
659
109%
Lovell
ESW
482
806
167%
482
827
172%
482
841
174%
482
850
176%
482
855
177%
Wheatley
ESW
815
279
34%
815
285
35%
815
289
35%
815
291
36%
815
293
36%
Sub‐Total
W2,560
2,449
96%
367
2,560
2,476
97%
340
2,560
2,502
98%
314
2,560
2,519
98%
297
2,560
2,543
99%
273
Hiawassee
ESX
758
724
96%
758
708
93%
758
694
92%
758
681
90%
758
651
86%
PineHills
ESX
840
771
92%
840
754
90%
840
729
87%
840
699
83%
840
672
80%
Pinewood
ESX
655
559
85%
655
552
84%
655
538
82%
655
531
81%
655
583
89%
WestOaks
ESX
754
602
80%
754
586
78%
754
565
75%
754
538
71%
754
529
70%
Sub‐Total
X3,007
2,656
88%
652
3,007
2,600
86%
708
3,007
2,526
84%
782
3,007
2,449
81%
859
3,007
2,435
81%
873
30‐E‐SE‐3
ESY
830
750
90%
Wetherbee
ESY
827
779
94%
827
816
99%
827
872
105%
827
964
117%
827
821
99%
CypressPark
ESY
374
288
77%
374
286
76%
374
287
77%
374
298
80%
374
299
80%
Endeavor
ESY
758
480
63%
758
468
62%
758
457
60%
758
447
59%
758
426
56%
MeadowWoods
ESY
550
478
87%
550
457
83%
550
435
79%
550
424
77%
550
422
77%
Oakshire
ESY
752
722
96%
752
730
97%
752
731
97%
752
730
97%
752
702
93%
Southw
ood
ESY
643
548
85%
643
531
83%
643
498
77%
643
476
74%
643
463
72%
WyndamLakes
ESY
828
898
108%
828
941
114%
828
993
120%
828
1,059
128%
828
602
73%
Sub‐Total
Y4,732
4,193
89%
1,012
4,732
4,229
89%
976
4,732
4,273
90%
932
4,732
4,398
93%
807
5,562
4,485
81%
1,633
BayMeadows
ESZ
810
432
53%
810
415
51%
810
406
50%
810
408
50%
810
424
52%
DrPhillips
ESZ
600
454
76%
600
446
74%
600
444
74%
600
447
75%
600
447
75%
SandLake
ESZ
828
282
34%
828
271
33%
828
268
32%
828
270
33%
828
282
34%
Sub‐Total
Z2,238
1,168
52%
1,294
2,238
1,132
51%
1,330
2,238
1,118
50%
1,344
2,238
1,125
50%
1,337
2,238
1,153
52%
1,309
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3M
iddl
e S
choo
ls
Actual2011/12
Year1‐Projected2012/13
Year2‐Projected2013/14
Year3‐Projected2014/15
Year4‐Projected2015/16
Year5‐Projected2016/17
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
MiddleSchools
Apopka
MS
1,009
1,058
105%
01,076
1,071
100%
51,076
1,085
101%
01,076
1,068
99%
81,076
1,035
96%
411,076
975
91%
101
Avalon
MS
1,150
1,557
135%
01,150
1,613
140%
01,150
1,691
147%
01,150
1,784
155%
01,150
1,805
157%
01,150
1,676
146%
0Blankner
K8376
352
94%
24376
339
90%
37376
360
96%
16376
348
93%
28376
353
94%
23376
325
86%
51Bridgewater
MS
1,176
1,452
123%
01,176
1,095
93%
811,176
1,033
88%
143
1,176
1,105
94%
711,176
1,209
103%
01,176
1,286
109%
0Carver
MS
950
732
77%
218
950
774
81%
176
950
732
77%
218
950
743
78%
207
950
715
75%
235
950
697
73%
253
ChainofLakes
MS
1,135
1,373
121%
01,135
1,397
123%
01,135
1,267
112%
01,135
1,253
110%
01,135
1,259
111%
01,135
1,311
116%
0Conw
ayMS
962
1,103
115%
0962
1,058
110%
0962
1,025
107%
0962
1,036
108%
0962
996
104%
0962
1,031
107%
0CornerLake
MS
1,040
1,282
123%
01,040
1,209
116%
01,040
1,334
128%
01,040
1,297
125%
01,040
1,308
126%
01,040
1,191
115%
0Discovery
MS
1,031
891
86%
140
1,031
860
83%
171
1,031
840
81%
191
1,031
809
78%
222
1,031
798
77%
233
1,031
741
72%
290
Freedom
MS
1,114
1,131
102%
01,114
1,070
96%
441,114
1,081
97%
331,114
1,045
94%
691,114
1,049
94%
651,114
1,038
93%
76Glenridge
MS
1,281
1,385
108%
01,251
1,354
108%
01,251
1,382
110%
01,251
1,461
117%
01,251
1,498
120%
01,251
1,545
124%
0Gotha
MS
820
1,213
148%
0820
1,337
163%
0820
1,199
146%
0820
1,193
145%
0820
1,156
141%
0820
1,175
143%
0How
ard
MS
1,174
651
55%
523
1,174
917
78%
257
1,174
722
61%
452
1,174
737
63%
437
1,174
740
63%
434
1,174
761
65%
413
Hunter'sCreek
MS
969
1,128
116%
0969
1,135
117%
0969
1,050
108%
0969
1,050
108%
0969
1,109
114%
0969
1,141
118%
0Jackson
MS
1,407
1,343
95%
641,403
1,357
97%
461,403
1,424
101%
01,403
1,428
102%
01,403
1,394
99%
91,403
1,350
96%
53LakeNona
MS
1,215
1,190
98%
251,195
1,272
106%
01,195
1,319
110%
01,195
1,409
118%
01,195
1,430
120%
01,195
1,470
123%
0Lakeview
MS
1,208
1,380
114%
01,208
910
75%
298
1,208
903
75%
305
1,208
897
74%
311
1,208
866
72%
342
1,208
883
73%
325
Lee
MS
783
922
118%
0783
986
126%
0783
919
117%
0783
915
117%
0783
910
116%
0783
934
119%
0Legacy
MS
1,137
902
79%
235
1,137
840
74%
297
1,137
840
74%
297
1,137
819
72%
318
1,137
808
71%
329
1,137
832
73%
305
Liberty
MS
1,498
1,105
74%
393
1,498
1,064
71%
434
1,498
1,056
70%
442
1,498
1,041
69%
457
1,498
1,000
67%
498
1,498
957
64%
541
Lockhart
MS
804
799
99%
5804
768
96%
36804
796
99%
8804
814
101%
0804
814
101%
0804
835
104%
0Maitland
MS
1,021
1,046
102%
01,021
977
96%
441,021
1,029
101%
01,021
1,030
101%
01,021
1,074
105%
01,021
1,054
103%
0MeadowWoods
MS
1,040
1,137
109%
01,040
1,179
113%
01,040
1,124
108%
01,040
1,082
104%
01,040
983
95%
571,040
927
89%
113
Meadowbrook
MS
1,244
1,063
85%
181
1,244
1,049
84%
195
1,244
1,051
84%
193
1,244
1,031
83%
213
1,244
1,016
82%
228
1,244
1,055
85%
189
Mem
orial
MS
1,191
663
56%
528
1,191
764
64%
427
1,191
716
60%
475
1,191
740
62%
451
1,191
679
57%
512
1,191
683
57%
508
Ocoee
MS
1,443
1,561
108%
01,424
1,451
102%
01,424
1,346
95%
781,424
1,354
95%
701,424
1,305
92%
119
1,424
1,335
94%
89Odyssey
MS
1,134
898
79%
236
1,134
955
84%
179
1,134
845
75%
289
1,134
837
74%
297
1,134
842
74%
292
1,134
883
78%
251
PiedmontLakes
MS
1,113
1,142
103%
01,113
1,189
107%
01,113
1,081
97%
321,113
1,060
95%
531,113
1,029
92%
841,113
1,037
93%
76Robinswood
MS
1,003
1,251
125%
01,003
1,301
130%
01,003
1,317
131%
01,003
1,310
131%
01,003
1,228
122%
01,003
1,173
117%
0SouthCreek
MS
1,125
1,047
93%
781,125
1,006
89%
119
1,125
1,066
95%
591,125
1,041
93%
841,125
1,086
97%
391,125
1,067
95%
58Southw
est
MS
1,209
1,227
101%
01,209
1,231
102%
01,209
1,166
96%
431,209
1,202
99%
71,209
1,213
100%
01,209
1,202
99%
7UnionPark
MS
1,478
963
65%
515
1,478
931
63%
547
1,478
932
63%
546
1,478
918
62%
560
1,478
897
61%
581
1,478
869
59%
609
Walker
MS
1,199
912
76%
287
1,199
956
80%
243
1,199
904
75%
295
1,199
946
79%
253
1,199
970
81%
229
1,199
988
82%
211
Westridge
MS
1,113
1,062
95%
511,119
1,164
104%
01,100
1,114
101%
01,100
1,214
110%
01,100
1,252
114%
01,100
1,318
120%
0WolfLake
MS
1,109
1,139
103%
01,109
1,153
104%
01,109
1,113
100%
01,109
1,095
99%
141,109
1,144
103%
01,109
1,183
107%
0SunRidge
MS
1,217
1,105
91%
112
1,215
1,158
95%
571,215
1,195
98%
201,215
1,190
98%
251,215
1,198
99%
1721‐M‐E‐2
MS
52‐M‐SE‐2
MS
2‐M‐E‐1
K8
CSAName
School
Type
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3M
iddl
e S
choo
ls
Year6‐Projected2017/18
Year7‐Projected2018/19
Year8‐Projected2019/20
Year9‐Projected2020/21
Year10‐Projected2021/22
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
MiddleSchools
Apopka
MS
1,076
950
88%
126
1,076
952
88%
124
1,076
1,002
93%
741,076
1,019
95%
571,076
989
92%
87Avalon
MS
1,150
1,752
152%
01,150
1,866
162%
01,150
1,998
174%
01,150
1,970
171%
01,150
914
79%
236
Blankner
K8376
325
86%
51376
309
82%
67376
309
82%
67376
294
78%
82376
304
81%
72Bridgewater
MS
1,176
1,370
116%
01,176
1,408
120%
01,176
1,456
124%
01,176
1,519
129%
01,176
1,604
136%
0Carver
MS
950
663
70%
287
950
677
71%
273
950
702
74%
248
950
713
75%
237
950
714
75%
236
ChainofLakes
MS
1,135
1,333
117%
01,135
1,338
118%
01,135
1,352
119%
01,135
1,332
117%
01,135
1,303
115%
0Conw
ayMS
962
1,027
107%
0962
992
103%
0962
957
99%
5962
936
97%
26962
925
96%
37CornerLake
MS
1,040
1,232
118%
01,040
1,254
121%
01,040
1,287
124%
01,040
1,313
126%
01,040
1,309
126%
0Discovery
MS
1,031
727
71%
304
1,031
714
69%
317
1,031
694
67%
337
1,031
654
63%
377
1,031
615
60%
416
Freedom
MS
1,114
1,077
97%
371,114
1,073
96%
411,114
1,108
99%
61,114
1,137
102%
01,114
1,157
104%
0Glenridge
MS
1,251
1,558
125%
01,251
1,553
124%
01,251
1,508
121%
01,251
1,431
114%
01,251
1,423
114%
0Gotha
MS
820
1,171
143%
0820
1,147
140%
0820
1,110
135%
0820
1,049
128%
0820
977
119%
0How
ard
MS
1,174
821
70%
353
1,174
836
71%
338
1,174
857
73%
317
1,174
877
75%
297
1,174
886
75%
288
Hunter'sCreek
MS
969
1,135
117%
0969
1,051
108%
0969
969
100%
0969
892
92%
77969
896
92%
73Jackson
MS
1,403
1,418
101%
01,403
1,438
102%
01,403
1,420
101%
01,403
1,395
99%
81,403
1,374
98%
29LakeNona
MS
1,195
1,478
124%
01,195
1,567
131%
01,195
850
71%
345
1,195
771
65%
424
1,195
737
62%
458
Lakeview
MS
1,208
849
70%
359
1,208
843
70%
365
1,208
862
71%
346
1,208
846
70%
362
1,208
869
72%
339
Lee
MS
783
979
125%
0783
1,010
129%
0783
1,032
132%
0783
1,026
131%
0783
1,006
128%
0Legacy
MS
1,137
848
75%
289
1,137
847
74%
290
1,137
801
70%
336
1,137
769
68%
368
1,137
767
67%
370
Liberty
MS
1,498
905
60%
593
1,498
861
57%
637
1,498
843
56%
655
1,498
832
56%
666
1,498
820
55%
678
Lockhart
MS
804
867
108%
0804
890
111%
0804
916
114%
0804
924
115%
0804
923
115%
0Maitland
MS
1,021
1,059
104%
01,021
1,013
99%
81,021
977
96%
441,021
921
90%
100
1,021
885
87%
136
MeadowWoods
MS
1,040
896
86%
144
1,040
871
84%
169
1,040
865
83%
175
1,040
851
82%
189
1,040
822
79%
218
Meadowbrook
MS
1,244
1,089
88%
155
1,244
1,082
87%
162
1,244
1,071
86%
173
1,244
1,051
84%
193
1,244
1,043
84%
201
Mem
orial
MS
1,191
703
59%
488
1,191
771
65%
420
1,191
824
69%
367
1,191
865
73%
326
1,191
893
75%
298
Ocoee
MS
1,424
1,300
91%
124
1,424
1,259
88%
165
1,424
1,245
87%
179
1,424
1,253
88%
171
1,424
1,256
88%
168
Odyssey
MS
1,134
909
80%
225
1,134
899
79%
235
1,134
906
80%
228
1,134
928
82%
206
1,134
982
87%
152
PiedmontLakes
MS
1,113
995
89%
118
1,113
983
88%
130
1,113
959
86%
154
1,113
967
87%
146
1,113
954
86%
159
Robinswood
MS
1,003
1,177
117%
01,003
1,216
121%
01,003
1,254
125%
01,003
1,236
123%
01,003
1,207
120%
0SouthCreek
MS
1,125
1,179
105%
01,125
1,171
104%
01,125
1,206
107%
01,125
1,202
107%
01,125
1,180
105%
0Southw
est
MS
1,209
1,170
97%
391,209
1,149
95%
601,209
1,157
96%
521,209
1,185
98%
241,209
1,204
100%
5UnionPark
MS
1,478
876
59%
602
1,478
863
58%
615
1,478
866
59%
612
1,478
853
58%
625
1,478
830
56%
648
Walker
MS
1,199
996
83%
203
1,199
1,013
84%
186
1,199
1,036
86%
163
1,199
1,019
85%
180
1,199
990
83%
209
Westridge
MS
1,100
1,275
116%
01,100
1,322
120%
01,100
1,364
124%
01,100
1,394
127%
01,100
1,369
124%
0WolfLake
MS
1,109
1,210
109%
01,109
1,229
111%
01,109
1,240
112%
01,109
1,221
110%
01,109
1,211
109%
0SunRidge
MS
1,215
1,194
98%
211,215
1,207
99%
81,215
1,227
101%
01,215
1,275
105%
01,215
1,359
112%
021‐M‐E‐2
MS
1,215
1,000
82%
215
52‐M‐SE‐2
MS
1,215
900
74%
315
1,215
1,000
82%
215
1,100
900
82%
200
2‐M‐E‐1
K81,215
750
62%
465
1,215
750
62%
465
1,215
750
62%
465
1,215
750
62%
465
1,215
750
62%
465
CSAName
School
Type
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3H
igh
Sch
ools
Actual2011/12
Year1‐Projected2012/13
Year2‐Projected2013/14
Year3‐Projected2014/15
Year4‐Projected2015/16
Year5‐Projected2016/17
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
Enrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
HighSchools
Apopka
HS
3,020
2,877
95%
143
3,020
2,947
98%
733,020
3,149
104%
03,020
3,226
107%
03,020
3,103
103%
03,020
3,076
102%
0Boone
HS
2,986
2,922
98%
642,986
2,934
98%
522,986
2,929
98%
572,986
2,847
95%
139
2,986
2,828
95%
158
2,986
2,696
90%
290
Colonial
HS
3,743
3,284
88%
459
3,743
3,439
92%
304
3,743
3,282
88%
461
3,743
3,295
88%
448
3,743
3,332
89%
411
3,743
3,313
89%
430
CypressCreek
HS
2,091
3,173
152%
02,776
3,170
114%
02,776
3,380
122%
02,776
3,535
127%
02,776
3,597
130%
02,776
3,526
127%
0Dr.Phillips
HS
2,360
3,646
154%
02,776
3,651
132%
02,776
3,900
140%
02,776
3,973
143%
02,776
3,975
143%
02,776
3,877
140%
0Edgewater
HS
2,590
1,727
67%
863
2,382
1,714
72%
668
2,382
1,645
69%
737
2,382
1,670
70%
712
2,382
1,650
69%
732
2,382
1,624
68%
758
EastRiver
HS
3,002
1,906
63%
1,096
3,002
1,865
62%
1,137
3,002
1,719
57%
1,283
3,002
1,688
56%
1,314
3,002
1,634
54%
1,368
3,002
1,587
53%
1,415
Evans
HS
2,305
2,128
92%
177
2,469
2,367
96%
102
2,469
2,245
91%
224
2,469
2,283
92%
186
2,469
2,277
92%
192
2,469
2,309
94%
160
Freedom
HS
2,671
3,099
116%
02,671
3,124
117%
02,671
3,099
116%
02,671
3,092
116%
02,671
3,085
115%
02,671
3,048
114%
0Jones
HS
1,608
926
58%
682
1,608
838
52%
770
1,608
897
56%
711
1,608
887
55%
721
1,608
894
56%
714
1,608
856
53%
752
LakeNona
HS
2,659
1,781
67%
878
2,807
1,880
67%
927
2,807
2,090
74%
717
2,807
2,158
77%
649
2,807
2,235
80%
572
2,807
2,307
82%
500
OakRidge
HS
2,180
1,753
80%
427
2,276
2,010
88%
266
2,276
1,675
74%
601
2,276
1,675
74%
601
2,276
1,740
76%
536
2,276
1,769
78%
507
Ocoee
HS
2,777
2,398
86%
379
2,777
2,355
85%
422
2,777
2,328
84%
449
2,777
2,321
84%
456
2,777
2,367
85%
410
2,777
2,383
86%
394
Olym
pia
HS
2,950
2,968
101%
02,950
2,898
98%
522,950
2,856
97%
942,950
2,884
98%
662,950
2,891
98%
592,950
2,813
95%
137
TimberCreek
HS
2,727
3,012
110%
02,727
3,019
111%
02,727
2,841
104%
02,727
2,865
105%
02,727
2,928
107%
02,727
3,046
112%
0University
HS
2,724
2,780
102%
02,724
2,993
110%
02,724
2,834
104%
02,724
2,821
104%
02,724
2,862
105%
02,724
2,817
103%
0Wekiva
HS
2,797
2,213
79%
584
2,797
2,158
77%
639
2,797
1,929
69%
868
2,797
1,841
66%
956
2,797
1,791
64%
1,006
2,797
1,738
62%
1,059
WestOrange
HS
3,272
3,362
103%
03,272
3,472
106%
03,272
3,835
117%
03,272
3,979
122%
03,272
4,148
127%
03,272
2,220
68%
1,052
WinterPark
HS
3,723
3,389
91%
334
3,723
3,203
86%
520
3,723
3,298
89%
425
3,723
3,352
90%
371
3,723
3,302
89%
421
3,723
3,236
87%
487
27‐H‐W
‐4HS
2,776
2,000
72%
776
CSAName
School
Type
Sch
ools
Cap
acity
, Enr
ollm
ent a
nd L
evel
of S
ervi
ce T
able
s 20
12-1
3H
igh
Sch
ools
Year6‐Projected2017/18
Year7‐Projected2018/19
Year8‐Projected2019/20
Year9‐Projected2020/21
Year10‐Projected2021/22
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
Capacity
ProjectedEnrollment
Utilization
AvailableSeats
HighSchools
Apopka
HS
3,020
3,049
101%
03,020
2,894
96%
126
3,020
2,775
92%
245
3,020
2,693
89%
327
3,020
2,657
88%
363
Boone
HS
2,986
2,678
90%
308
2,986
2,743
92%
243
2,986
2,665
89%
321
2,986
2,696
90%
290
2,986
2,671
89%
315
Colonial
HS
3,743
3,209
86%
534
3,743
3,162
84%
581
3,743
3,053
82%
690
3,743
3,004
80%
739
3,743
3,003
80%
740
CypressCreek
HS
2,776
3,577
129%
02,776
3,556
128%
02,776
3,476
125%
02,776
3,482
125%
02,776
3,563
128%
0Dr.Phillips
HS
2,776
4,131
149%
02,776
4,208
152%
02,776
4,264
154%
02,776
4,342
156%
02,776
4,533
163%
0Edgewater
HS
2,382
1,677
70%
705
2,382
1,709
72%
673
2,382
1,735
73%
647
2,382
1,781
75%
601
2,382
1,853
78%
529
EastRiver
HS
3,002
1,524
51%
1,478
3,002
1,486
50%
1,516
3,002
1,473
49%
1,529
3,002
1,465
49%
1,537
3,002
1,481
49%
1,521
Evans
HS
2,469
2,365
96%
104
2,469
2,357
95%
112
2,469
2,357
95%
112
2,469
2,382
96%
872,469
2,406
97%
63Freedom
HS
2,671
2,942
110%
02,671
2,962
111%
02,671
2,939
110%
02,671
2,957
111%
02,671
2,915
109%
0Jones
HS
1,608
929
58%
679
1,608
957
60%
651
1,608
984
61%
624
1,608
1,050
65%
558
1,608
1,085
67%
523
LakeNona
HS
2,807
2,532
90%
275
2,807
2,580
92%
227
2,807
2,607
93%
200
2,807
2,681
96%
126
2,807
2,730
97%
77OakRidge
HS
2,276
1,837
81%
439
2,276
1,887
83%
389
2,276
1,878
83%
398
2,276
1,940
85%
336
2,276
1,975
87%
301
Ocoee
HS
2,777
2,365
85%
412
2,777
2,317
83%
460
2,777
2,210
80%
567
2,777
2,189
79%
588
2,777
2,138
77%
639
Olym
pia
HS
2,950
2,713
92%
237
2,950
2,667
90%
283
2,950
2,626
89%
324
2,950
2,669
90%
281
2,950
2,680
91%
270
TimberCreek
HS
2,727
3,056
112%
02,727
3,075
113%
02,727
3,007
110%
02,727
2,985
109%
02,727
2,998
110%
0University
HS
2,724
2,949
108%
02,724
3,016
111%
02,724
3,070
113%
02,724
3,148
116%
02,724
3,264
120%
0Wekiva
HS
2,797
1,696
61%
1,101
2,797
1,691
60%
1,106
2,797
1,745
62%
1,052
2,797
1,801
64%
996
2,797
1,813
65%
984
WestOrange
HS
3,272
2,376
73%
896
3,272
2,362
72%
910
3,272
2,426
74%
846
3,272
2,566
78%
706
3,272
2,651
81%
621
WinterPark
HS
3,723
3,267
88%
456
3,723
3,227
87%
496
3,723
3,206
86%
517
3,723
3,110
84%
613
3,723
3,011
81%
712
27‐H‐W
‐4HS
2,776
2,000
72%
776
2,776
2,200
79%
576
2,776
2,300
83%
476
2,776
2,400
86%
376
2,776
2,500
90%
276
CSAName
School
Type
35
Solid Waste Orange County’s Comprehensive Plan and adopted Concurrency Management System establishes a minimum capacity of 6.0 pounds per capita per day (lbs/cap/day) as the level of service (LOS) standard upon which development will be measured and permits issued (Solid Waste Element 1.1.5). This represents a standard of four pounds per person, per day for residential development and two pounds per person, per day for non-residential development. Orange County provides solid waste services, including landfill service, to its households and businesses. Solid waste services are provided to new development in Orange County by means of an enterprise fund that maintains the adopted LOS and available capacity at a constant level. Services are therefore self-financed by the revenues from the service and not subsidized by other revenue sources. As an enterprise fund, solid waste system expansion is financed through user fees; program oriented State funds, available Federal grants, and debt secured by solid waste revenues. The economic slowdown has influenced the amount of waste generated by residents and businesses and its impact has resulted in a 2% decline in tonnage disposed at the landfill this fiscal year. Based on tonnage for this fiscal year, the estimated Class I residential waste projection for fiscal year 2013 is 311,535 tons and the class I commercial waste projection is 249,782 tons. Total estimated waste delivered to the Orange County landfill in FY 2013 is projected to be 782,750 tons. See Exhibit 13 for a list of solid waste tonnage projections through FY 2190. The southern expansion of the landfill included Cells 9 through 12 and is expected to provide disposal capacity for at least the next 27 years. The existing landfill and the land contiguous to it should meet disposal needs for the next fifty to seventy-five years. See Exhibit 14 for an aerial of the Orange County landfill, located on 5901 Young Pine Road. As development continues to move closer to solid waste facilities, there will be increasing conflicts over land use in the vicinity of the landfill. However, Orange County does not support the sitting of landfills near existing or proposed residential areas that would be adversely impacted by landfill activities. Therefore, current recycling programs are being implemented by Orange County that will reduce the volume of solid waste accepted at the landfill and further increase the life expectancy of the landfill.
36
Yea
rF
Y 1
1F
Y 1
2F
Y 1
3F
Y 1
4F
Y 1
5F
Y 2
0F
Y 2
5F
Y 3
0F
Y 3
5F
Y 4
0F
Y 4
5F
Y 5
0F
Y 5
5F
Y 6
0F
Y 6
5F
Y 7
0F
Y 7
5F
Y 8
0F
Y 8
5F
Y 9
0
Was
te P
roje
ctio
ns
(in
Ton
s)
Proj
ecte
d G
row
th R
ate1
21.
24%
1.24
%1.
24%
2.02
%1.
78%
1.53
%1.
35%
1.21
%1.
21%
1.21
%1.
21%
1.21
%1.
21%
1.21
%1.
21%
1.21
%1.
21%
1.21
%
Tab
le 1
Solid
Was
te T
onn
age
Pro
ject
ion
s B
ased
on
Med
ium
Pop
ula
tion
Gro
wth
Ora
nge
Cou
nty
Sol
id W
aste
Sys
tem
Lan
dfi
ll -
Cla
ss I
Resid
entia
l14
8,07
514
3,96
314
7,82
514
9,65
515
1,50
716
7,42
618
2,88
719
7,32
421
0,97
122
4,03
723
7,91
225
2,64
726
8,29
428
4,91
030
2,55
532
1,29
334
1,19
236
2,32
338
4,76
340
8,59
2Co
mm
ercia
l69
,144
64,5
1967
,658
68,4
9669
,343
76,6
2983
,706
90,3
1396
,559
102,
540
108,
890
115,
634
122,
796
130,
401
138,
477
147,
053
156,
160
165,
832
176,
102
187,
009
McL
eod
Tra
nsf
erRe
siden
tial
46,5
5440
,210
43,9
1944
,462
45,0
1249
,742
54,3
3658
,625
62,6
7966
,561
70,6
8375
,061
79,7
1084
,646
89,8
8995
,456
101,
368
107,
646
114,
312
121,
392
Com
mer
cial
143,
741
136,
777
141,
994
143,
752
145,
531
160,
821
175,
673
189,
541
202,
649
215,
200
228,
528
242,
681
257,
711
273,
672
290,
621
308,
620
327,
734
348,
031
369,
586
392,
475
Por
ter
Tra
nsf
erRe
siden
tial
117,
731
118,
921
119,
790
121,
273
122,
774
135,
673
148,
203
159,
902
170,
960
181,
548
192,
792
204,
732
217,
412
230,
877
245,
176
260,
360
276,
485
293,
609
311,
793
331,
103
Com
mer
cial
36,7
6042
,518
40,1
3040
,626
41,1
2945
,450
49,6
4853
,567
57,2
7160
,818
64,5
8568
,585
72,8
3377
,343
82,1
3487
,220
92,6
2298
,358
104,
450
110,
919
Tot
al C
lass
IRe
siden
tial
312,
359
303,
094
311,
535
315,
390
319,
293
352,
841
385,
426
415,
851
444,
610
472,
146
501,
387
532,
440
565,
415
600,
433
637,
620
677,
109
719,
045
763,
577
810,
868
861,
087
Com
mer
cial
249,
645
243,
814
249,
782
252,
873
256,
003
282,
901
309,
027
333,
421
356,
480
378,
558
402,
003
426,
900
453,
339
481,
416
511,
231
542,
893
576,
516
612,
222
650,
138
690,
403
Lan
dfi
ll -
Oth
er C
ateg
orie
sO
ther
Clas
s I83
365
227
230
233
257
281
303
324
344
366
388
412
438
465
494
524
557
591
628
Slud
ge2,
658
7,07
14,
925
4,98
65,
047
5,57
86,
093
6,57
47,
028
7,46
47,
926
8,41
78,
938
9,49
210
,079
10,7
0411
,367
12,0
7112
,818
13,6
12Y
ard
Was
te (L
F+Co
mpo
st)
91,0
3884
,496
88,8
5389
,953
91,0
6610
0,63
410
9,92
811
8,60
512
6,80
813
4,66
114
3,00
115
1,85
816
1,26
317
1,25
018
1,85
619
3,11
920
5,07
921
7,78
023
1,26
824
5,59
1Cl
ass I
II12
2,59
512
5,95
512
5,81
312
7,37
012
8,94
614
2,49
415
5,65
416
7,94
117
9,55
519
0,67
620
2,48
521
5,02
522
8,34
224
2,48
425
7,50
227
3,45
029
0,38
530
8,37
032
7,46
834
7,74
9A
sbes
tos
202
134
170
172
174
193
210
227
243
258
274
291
309
328
348
370
393
417
443
470
Tire
s1,
575
702
1,15
21,
167
1,18
11,
305
1,42
61,
538
1,64
51,
747
1,85
51,
970
2,09
22,
221
2,35
92,
505
2,66
02,
825
3,00
03,
185
,,
,,
,,
,,
,,
,,
,,
,,
,,
,
Tot
al W
aste
Pro
cess
ed b
y C
ateg
ory
Clas
s I56
2,08
754
7,27
356
1,54
456
8,49
357
5,52
863
5,99
969
4,73
474
9,57
580
1,41
485
1,04
890
3,75
695
9,72
81,
019,
167
1,08
2,28
71,
149,
316
1,22
0,49
61,
296,
085
1,37
6,35
61,
461,
597
1,55
2,11
8Sl
udge
2,65
87,
071
4,92
54,
986
5,04
75,
578
6,09
36,
574
7,02
87,
464
7,92
68,
417
8,93
89,
492
10,0
7910
,704
11,3
6712
,071
12,8
1813
,612
Yar
d W
aste
- Cl
ass I
II L
andf
ill18
,052
22,1
5320
,351
20,6
0320
,858
23,0
4925
,178
27,1
6629
,044
30,8
4332
,753
34,7
8236
,936
39,2
2441
,653
44,2
3246
,972
49,8
8152
,970
56,2
51Y
ard
Was
te -
Com
post
72,9
8662
,343
68,5
0269
,350
70,2
0877
,585
84,7
5091
,440
97,7
6310
3,81
811
0,24
811
7,07
612
4,32
713
2,02
614
0,20
314
8,88
615
8,10
716
7,89
917
8,29
818
9,34
1Cl
ass I
II12
2,59
512
5,95
512
5,81
312
7,37
012
8,94
614
2,49
415
5,65
416
7,94
117
9,55
519
0,67
620
2,48
521
5,02
522
8,34
224
2,48
425
7,50
227
3,45
029
0,38
530
8,37
032
7,46
834
7,74
9A
sbes
tos
202
134
170
172
174
193
210
227
243
258
274
291
309
328
348
370
393
417
443
470
Tire
s1,
575
702
1,15
21,
167
1,18
11,
305
1,42
61,
538
1,64
51,
747
1,85
51,
970
2,09
22,
221
2,35
92,
505
2,66
02,
825
3,00
03,
185
Whi
te G
oods
Rec
ycled
305
273
292
296
300
331
362
390
417
443
471
500
531
564
598
636
675
717
761
808
Tt
lPr
d78
046
076
590
378
275
079
243
680
224
288
653
496
840
61
044
851
111
711
01
186
296
125
976
71
337
788
142
064
11
508
625
160
205
91
701
279
180
664
41
918
535
203
735
52
163
534
Tot
al P
roce
ssed
780,
460
765,
903
782,
750
792,
436
802,
242
886,
534
968,
406
1,04
4,85
11,
117,
110
1,18
6,29
61,
259,
767
1,33
7,78
81,
420,
641
1,50
8,62
51,
602,
059
1,70
1,27
91,
806,
644
1,91
8,53
52,
037,
355
2,16
3,53
4
Tot
al W
aste
Pro
cess
ed b
y E
nd
Use
Clas
s I W
aste
564,
745
554,
344
566,
469
573,
479
580,
575
641,
577
700,
827
756,
149
808,
442
858,
512
911,
682
968,
145
1,02
8,10
51,
091,
778
1,15
9,39
51,
231,
200
1,30
7,45
21,
388,
426
1,47
4,41
51,
565,
730
Clas
s III
Was
te14
0,64
714
8,10
714
6,16
414
7,97
314
9,80
416
5,54
418
0,83
219
5,10
620
8,60
022
1,51
923
5,23
824
9,80
726
5,27
828
1,70
829
9,15
531
7,68
233
7,35
735
8,25
138
0,43
840
4,00
0
Clas
s I L
andf
ill -
Cells
7B
& 8
Clas
s I L
andf
ill -
Cells
9-1
256
4,74
555
4,34
456
6,46
957
3,47
958
0,57
564
1,57
770
0,82
775
6,14
980
8,44
285
8,51
291
1,68
296
8,14
51,
028,
105
1,09
1,77
81,
159,
395
1,23
1,20
01,
307,
452
1,38
8,42
61,
474,
415
1,56
5,73
0Cl
ass I
II L
andf
ill C
ell 1
Clas
s III
Lan
dfill
Cell
214
0,64
714
8,10
714
6,16
414
7,97
314
9,80
416
5,54
418
0,83
219
5,10
620
8,60
022
1,51
923
5,23
824
9,80
726
5,27
828
1,70
829
9,15
531
7,68
233
7,35
735
8,25
138
0,43
840
4,00
0W
TiP
iA
157
570
21
152
116
71
181
130
51
426
153
81
645
174
71
855
197
02
092
222
12
359
250
52
660
282
53
000
318
5W
aste
Tire
Pro
cess
ing
Are
a1,
575
702
1,15
21,
167
1,18
11,
305
1,42
61,
538
1,64
51,
747
1,85
51,
970
2,09
22,
221
2,35
92,
505
2,66
02,
825
3,00
03,
185
Asb
esto
s Disp
osal
Are
a20
213
417
017
217
419
321
022
724
325
827
429
130
932
834
837
039
341
744
347
0Y
ardw
aste
Com
post
72,9
8662
,343
68,5
0269
,350
70,2
0877
,585
84,7
5091
,440
97,7
6310
3,81
811
0,24
811
7,07
612
4,32
713
2,02
614
0,20
314
8,88
615
8,10
716
7,89
917
8,29
818
9,34
1W
hite
Goo
ds R
ecyc
led30
527
329
229
630
033
136
239
041
744
347
150
053
156
459
863
667
571
776
180
8
Tot
al P
roce
ssed
780,
460
765,
903
782,
750
792,
436
802,
242
886,
534
968,
406
1,04
4,85
11,
117,
110
1,18
6,29
61,
259,
767
1,33
7,78
81,
420,
641
1,50
8,62
51,
602,
059
1,70
1,27
91,
806,
644
1,91
8,53
52,
037,
355
2,16
3,53
4
No
te:
Rec
yclin
g to
nnag
es fo
r th
e R
eco
vere
d M
ate
rial
Pro
cess
ing
Fa
cilit
y, a
nd p
ublic
and
pri
vate
rec
yclin
g p
rogr
am
s ar
e no
t acc
ou
nte
d fo
r in
this
tab
le.
1.T
he
"P
roje
cte
d G
row
th R
ate
" is
ba
sed
on
the
me
diu
m g
row
th p
op
ula
tion
pro
ject
ion
fro
m F
lori
da P
opul
atio
n S
tudi
es -
Pro
ject
ion
of
Flo
rid
a P
op
ula
tion
by
Co
un
ty, 2
01
1 -
20
40,
Bu
rea
u o
f Eco
no
mic
an
d B
usi
ne
ss R
ese
arc
h, U
niv
ers
ity o
f Flo
rid
a, M
arc
h 2
01
2.
Th
e p
roje
ctio
ns
incl
ud
ed
in th
e P
op
ula
tion
Stu
dy
ext
end
only
unt
il 20
40.
The
pop
ulat
ion
grow
th r
ate
fo
r su
bse
qu
en
t ye
ars
are
ass
um
ed
to b
e e
qu
al t
o t
he
gro
wth
ra
te p
roje
cte
d b
etw
ee
n th
e y
ea
rs o
f 20
35
to 2
04
0.
2. T
he
pro
ject
ion
s fo
r F
Y 1
3 a
re c
alc
ula
ted
by
ave
rag
ing
the
pre
vio
us
two
ye
ars
of
da
ta a
nd
infla
ting
by
the
gro
wth
ra
te s
ho
wn
. S
ub
seq
ue
nt y
ea
r p
roje
ctio
ns
are
ca
lcu
late
d b
y in
cre
asi
ng
the
pre
vio
us
yea
r's d
ata
by
the
pro
ject
ed
gro
wth
ra
te fo
r th
at y
ea
r.
Ora
ng
e C
ou
nty
Lan
dfi
ll (2
012
Aer
ial)
State Ro
ad 417
Youn
g Pine
Rd
State Ro
ad 528
Inno
vatio
n Way
S Alafaya Trail
37
Stormwater Orange County’s Comprehensive Plan and adopted Concurrency Management System establishes varying Stormwater minimum capacity standards for Orange County drains as the level of service (LOS) standard upon which development will be measured and permits issued. Table 6.1 below specifies the generalized quality LOS standards for drains identified by Orange County in policy 1.5.8 of the Stormwater Management Element.
Table 6.1. Generalized Peak Hour LOS Standards for Stormwater Facilities Traditionally, standards for stormwater management facilities have been based on anticipated facility performance rather than the quantity of infrastructure required per capita. Thus, level of service or level of protection for a particular type of stormwater management facility is based on the frequency of a rainfall event, the duration of the event, and the performance of the facility concerning flood control and water quality treatment for the specified event. Existing LOS for drainage defines the system-wide and sub-system functioning of the system. The adequacy of a drainage system can be defined and analyzed in two main categories: flood control (volume and rate of run-off from site) and water quality (reduction in the pollutant load of the run-off). Early efforts at managing stormwater run-off were geared toward controlling the amount of stormwater run-off; however, water quality is increasingly becoming a concern at the state, local and regional levels. An adequate stormwater management system should prevent flood damage and ensure run-off does not degrade the quality of existing water bodies. Subdivision regulations contain minimum stormwater design requirements, including the requirements to retain the first one-half inch of run-off or run-off resulting from the first inch of rainfall, whichever is greater. Orange County has established a minimum LOS standard for existing and proposed stormwater systems. For proposed systems, the County's Subdivision Regulations establish stormwater requirements by specified storm event. These regulations
Facility Design Storm
Bridges 50 Years Canals, ditches or culverts for drainage external to the development
25 Years
Crossdrains, storm sewers 10 Years Roadside swales for drainage internal to the development
10 Years
Detention basins 25 Years Retention basins (no positive outfall) 100 Years
38
reduce flooding potential by requiring peak discharge from a developed site to not exceed that from the site in an undeveloped condition. Pollution abatement is accomplished by requiring specific detention/retention and filtering capabilities for drainage facilities. In addition, the County's LOS standard for drainage includes a component protecting surface water bodies from degradation by run-off. In contrast, the task is much more difficult for existing stormwater systems because of the operational characteristics of many older developments built before enactment of the County's current Subdivision Regulations. Based on the current level of information, significant flood problems in Orange County have been localized to developments in several of the drainage basins. In subdivisions where treatment is not provided, impervious surface area has increased the flow of run-off into area lakes, causing lake overflow. This normally occurs after major storm events during the rainy season. For example, flood concerns in the Big Econlockhatchee Basin are due to the high water table, preventing effective recharge. In addition, the basin's flat terrain can create settling areas. To correct this, the County is taking measures to increase and direct the flow of run-off to better-suited storage areas. This is being accomplished through road paving and grading. Orange County addresses flood concerns by various means. Flooded lakes are connected to other water bodies that have storage capacity by drainage pipes, canals, and channels. In addition, temporary storage areas, such as retention/detention ponds, are provided to reduce the occurrence of flooding. When problem areas are identified, such as the Big Econ Basin, the Stormwater Management Division investigates the problem and determines the priority of necessary improvements. Numerous miles of minor drainage channels are in place throughout the County and provide localized drainage for individual developments and older, unimproved street systems. As streets are improved, these drainage canals or ditches are replaced with pipes and inlets, or more routine maintenance is provided. Managing stormwater run-off using deep-water drainage wells raises concerns that the Floridian Aquifer could become contaminated. However, the Orange County Environmental Protection Division has not identified serious water quality problems due to aquifer recharge from drainage wells. The Florida Department of Environmental Protection has implemented several groundwater monitoring programs to determine if the water drained into the underlying aquifers through drainage wells has adverse impacts. The United States Geological Service also monitors some drainage wells in Orange County. More information on drainage wells is found in the Aquifer Recharge Element of the Comprehensive Plan. The County manages stormwater management funds in two ways: funds for deficiency correction and funds for projects designed to improve existing and anticipated future drainage needs in the area. In addition to these funds, drainage improvements can also be completed in conjunction with road improvement projects.
39
The funds committed to correct system deficiencies are used to manage canals, retention or detention ponds, install pipes, create sufficient outfall areas, and purchase additional right-of-way. Funds allocated for drainage projects identified to improve the existing system and necessary to meet future demand include projects such as mapping floodplains County-wide, preparing drainage basin studies, and maintenance of existing facilities. As flood and pollution problems emerge throughout Orange County, and corrective actions become more expensive, it may be necessary for the County to consider alternative funding mechanisms. A stormwater management utility assessment is one possible financing method designed to help finance drainage concerns throughout the County. A utility fee system is user-oriented, with costs allocated according to the service received.
A master stormwater plan for each individual basin that details stormwater management information at the basin and sub-basin level is another potential means of improving the County's ability to comprehensively plan for system improvements. Master stormwater plans would include a detailed inventory of all drainage facilities, evaluate facility condition and assess replacement repair costs, identify predominant types of land use by watershed, provide LOS analyses (quality and quantity), include a needs assessment, and an evaluation of the problems and opportunities associated with improving the performance of the County's stormwater management facilities. In addition, the master plan would complement the Water Management Districts' efforts to correct drainage problems occurring in the County. An important component to the master stormwater plan discussed above could also be an emphasis on nonstructural drainage improvements and maintenance. Nonstructural drainage improvements are often both less expensive and environmentally superior. Further, the County could ensure that its revised Land Development Code continues to protect its natural drainage features. This could be accomplished by including the Orange County Conservation Ordinance in the Land Development Code. Also, joining forces with other local governments by developing Interlocal Agreements related to establishing a communication network, sharing information, coordinating the management of existing projects and conducting joint master stormwater planning would help ensure that a master stormwater plan is developed in a more unified and cost-effective manner. As part of the County's stormwater management process, the County will continue to support development of detailed basin-wide mapping, and continue the acquisition of drainage right-of-ways for the operation and maintenance of the County's drainage system when appropriate. The use of existing stormwater management facilities and available capacity could also be maximized through the implementation of appropriate technology. Thus, by completing master stormwater plans, systematically addressing the County's stormwater needs and promoting good stormwater practices, the County will continue to manage its stormwater facilities and meet projected capacity demands in compliance with concurrency requirements.
40
41
Wastewater Orange County’s Comprehensive Plan and adopted Concurrency Management System establishes a minimum capacity of 300 gallons of wastewater per day per equivalent residential unit (gpd/ERU) as the level of service (LOS) standard upon which development will be measured and permits issued (Wastewater Element 1.2.5). Orange County’s wastewater LOS is based on the estimated equivalent residential unit demand for capacity at the Orange County Utilities (OCU) Water Reclamation Facilities (WRFs). An ERU is estimated as the single-family residential population divided by the average person per household of 2.73. OCU owns and operates three major WRFs, Eastern WRF (EWRF), South WRF (SWRF), and Northwest WRF (NWRF). Each of these WRF’s serves distinct districts that together comprise the OCU Service Area. OCU also has a fourth service area referred to as the Southwest Service Area. Wastewater collected from this service area is currently treated at OCU’s SWRF. Historic annual average wastewater flows collected at the three existing facilities for the past five years are presented in Table 7.1 below.
Table 7.1. Historic Wastewater Flow Collected1
WRF 2008 (mgd)
2009 (mgd)
2010 (mgd)
2011 (mgd)
20122 (mgd)
EWRF 17.3 17.6 17.5 17.2 17.2 SWRF 29.3 30.3 29.3 32.3 32.5 NWRF 5.1 5.3 5.2 5.4 5.3
Total 51.7 53.2 52.0 54.9 55.0 (1) Based on OCU’s operational data. (2) 12 month period from October 2011 to September 2012
The quantity of annual average wastewater projected to be collected in 2013 is presented below in Table 7.2. In addition, the treatment capacity of each facility is also presented.
Table 7.2. WRF Treatment Capacity and Projected Wastewater Flows
WRF
Existing Treatment Capacity
(mgd)
2013 (mgd)
EWRF 24.0 20.2 SWRF 43.0 33.9 NWRF 7.5 5.9 Total 74.5 60.0
42
Based on Table 7.2, OCU has sufficient treatment capacity at its EWRF, SRWF and NWRF to accommodate projected wastewater flows in 2013. Last year, OCU implemented projects that expanded the treatment capacity at the EWRF to 24 mgd. As a result of these expansions, OCU has sufficient treatment capacity at the EWRF to meet future projected demand. Overall, OCU has enough capacity to accommodate projected wastewater flows through 2013. In addition to the LOS established in the Comprehensive Plan, OCU has implemented LOS standards for planning and engineering based on the Florida Department of Environmental Protection’s capacity analysis standards. OCU will evaluate the need for WRF expansion over a ten-year planning horizon if the observed three-month moving average flows at the WRF is equal to or greater than 50 percent of the permitted annual average capacity of the treatment facility. Table 7.3 summarizes existing peak three-month moving averages observed at each of OCU’s three WRFs in 2012 and the permitted capacity of each facility.
Table 7.3. Orange County 2012 Peak 3-Month Moving Average Wastewater Flow and Permitted Treatment Capacity
WRF
Existing Permitted Treatment Capacity
(mgd)
Observed Peak 3-Month Moving
Average (mgd)
Observed Peak 3-Month Moving Average
Ratio (%)
EWRF 24.0 18.2 75.9 SWRF 43.0 35.5 82.6 NWRF 7.5 6.0 80.0 Total 74.5 59.7 80.1
(1) 12 month period from October 2011 to September 2012 Based on Table 7.3, OCU should evaluate the need for treatment expansions at the EWRF, NWRF and SWRF. OCU has already performed this evaluation and is currently implementing projects to re-rate the treatment capacity at the EWRF to 27.8 mgd, expand the treatment capacity at the NWRF to 11.25 mgd, and expand the treatment capacity at the SWRF to 56 mgd within the next several years. OCU is also in the process of implementing a new Southwest WRF to serve its Southwest Service Area. OCU has encumbered funds to support each of these treatment capacity expansions. Based on the projects OCU is currently implementing, no additional capacity expansions will be necessary within the next several years. See Exhibit 15 for a map of all wastewater lines in Orange County.
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