CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project...

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Transcript of CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project...

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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

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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

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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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Page 24: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
Page 25: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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Page 26: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
Page 27: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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Page 28: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

LYN

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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.

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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

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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.

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Page 35: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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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.

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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.

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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.

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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.

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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

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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.

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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

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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

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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.

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30

Page 47: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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)

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)

Page 48: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
Page 49: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

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ctC

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nal

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ve (

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roy

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tW

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---

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958

4B

Remaining

 Capacity

 as o

f Jun

e 30

, 201

21

Page 50: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

ORA

NGE CO

UNTY

Inventory of Available Capacity on the Co

unty's Network of M

ajor Roadw

ays

(Con

currency Segment Information)

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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

Page 51: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 52: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 53: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 54: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 55: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 56: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 57: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 58: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 59: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 60: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 61: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 62: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 63: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 64: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Line

Bea

chlin

e E

xpy

ST

CP

rin A

rt -

Exp

yU

6D

---

5580

6292

00

F

501

Inte

rsta

te 5

Bea

chlin

e E

xpy

John

You

ng P

kwy

ST

CP

rin A

rt -

Exp

yU

6D

---

5580

5640

00

E

502

Inte

rsta

te 6

John

You

ng P

kwy

Col

onia

l Dr

ST

CP

rin A

rt -

Exp

yU

8D

---

7420

5356

020

64C

503

Inte

rsta

te 7

Col

onia

l Dr

Lee

Rd

ST

CP

rin A

rt -

Exp

yU

8D

---

7420

5829

015

91C

504

Inte

rsta

te 8

Lee

Rd

Sem

inol

e C

ount

y Li

neS

TC

Prin

Art

- E

xpy

U8

D--

-74

2059

130

1507

C

510

Wes

tern

Bltw

yO

sceo

la C

ount

y Li

neP

orte

r R

dS

TP

rin A

rt -

Exp

yU

4C

---

3020

753

4422

23B

511

Wes

tern

Bltw

yP

orte

r R

dF

lorid

a's

Tur

npik

eS

TP

rin A

rt -

Exp

yU

4C

---

3020

1576

114

43B

512

Wes

tern

Bltw

yF

lorid

a's

Tur

npik

eP

lant

St /

Fra

nklin

St

ST

Prin

Art

- E

xpy

U4

C--

-30

2021

960

824

B

513

Wes

tern

Bltw

yP

lant

St /

Fra

nklin

St

Cla

rcon

a-O

coee

Rd

ST

Prin

Art

- E

xpy

U4

C--

-30

2017

610

1259

B

514

Wes

tern

Bltw

yC

larc

ona-

Oco

ee R

dA

popk

a B

ypas

sS

TP

rin A

rt -

Exp

yU

4C

---

3020

1578

014

42B

515

Wes

tern

Bltw

yA

popk

a B

ypas

sO

rang

e B

loss

om T

rS

TP

rin A

rt -

Exp

yU

4C

---

3020

1371

016

49B

516.

02Y

oung

Pin

e R

dD

ean

Rd

Ora

nge

Cou

nty

Land

Fill

Cnt

yC

olle

ctor

U2

E--

-88

017

332

675

B

520

Loka

noto

sa T

rR

ouse

Rd

Ala

faya

Tr

Cnt

yC

olle

ctor

U2

E--

-88

046

07

413

B

522

McC

ullo

ch R

dR

ouse

Rd

Ala

faya

Tr

Cnt

yC

olle

ctor

U2

E--

-88

051

50

365

C

523

McC

ullo

ch R

dA

lafa

ya T

rLo

ckw

ood

Blv

dC

nty

Col

lect

orU

4E

---

1960

1445

051

5B

524

McC

ullo

ch R

dLo

ckw

ood

Blv

dN

. Tan

ner

Rd

Cnt

yB

Col

lect

orU

2E

---

880

1091

00

F

Remaining

 Capacity

 as o

f Jun

e 30

, 201

216

Page 65: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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)

Page 66: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
Page 67: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

nctio

nal

AT

LNC

onst

Min

Cap

Peak

E+R

emai

nLO

S

3.1

Ala

faya

Tr

Sem

inol

e C

ount

y Li

neU

nive

rsity

Blv

dS

TM

in A

rtU

6E

---

2830

2917

340

F

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

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

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

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

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

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

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

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

237

Lake

Und

erhi

ll R

dA

nder

son

St

Con

way

Rd

ST

BM

in A

rtU

2E

---

880

974

00

F

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

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

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

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

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

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

348.

5P

alm

er A

veP

ark

Ave

Lake

mon

t Ave

Cnt

yB

Col

lect

orU

2E

-0.2

704

769

00

F

373.

1R

eam

s R

dC

ast D

rO

ld R

eam

s R

dC

nty

Col

lect

orU

2E

---

880

522

746

0F

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

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

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.

5S

and

Lake

Rd

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Page 70: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
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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.

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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%

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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

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34

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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.

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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.

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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.

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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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Page 82: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
Page 83: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

Sch

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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

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DreamLake

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0612

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916

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693

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669

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661

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660

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331,466

1,596

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171,466

1,576

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371,466

1,585

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281,466

1,616

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01,466

1,650

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724

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656

730

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721

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659

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643

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0820

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820

613

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820

606

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820

592

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820

577

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Sub‐Total

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145

1,390

1,341

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188

1,390

1,337

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192

1,476

1,336

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288

1,476

1,313

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311

1,476

1,236

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388

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749

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778

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838

779

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792

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882

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0754

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754

860

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754

840

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823

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754

829

110%

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591

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0754

586

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754

561

74%

754

570

76%

754

577

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754

586

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795

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0828

799

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828

776

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828

763

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828

761

92%

828

785

95%

StoneLakes

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757

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784

95%

828

757

91%

828

671

81%

828

631

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828

624

75%

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535

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0663

472

71%

663

437

66%

663

399

60%

663

340

51%

663

309

47%

Waterford

ESB

570

727

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0790

723

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790

709

90%

790

711

90%

790

714

90%

790

724

92%

Sub‐Total

B5,239

5,038

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725

5,455

5,064

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937

5,455

4,849

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1,152

5,455

4,732

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1,269

5,455

4,625

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1,376

5,455

4,649

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1,352

Durrance

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540

433

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0540

422

78%

540

423

78%

540

422

78%

540

409

76%

540

396

73%

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ESBB

464

804

173%

0810

838

103%

810

887

110%

810

900

111%

810

920

114%

810

936

116%

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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

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859

766

89%

0859

825

96%

859

912

106%

859

998

116%

859

619

72%

859

679

79%

SunRidge

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720

830

786

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830

814

98%

830

836

101%

830

858

103%

63‐E‐W

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C830

730

88%

830

730

88%

16‐E‐W

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856

923

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0838

1,051

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838

1,050

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838

1,128

135%

838

888

106%

838

918

110%

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767

1,436

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0767

785

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767

778

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767

798

104%

767

833

109%

767

874

114%

Sub‐Total

C2,482

3,125

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03,306

3,381

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256

3,294

3,526

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973,294

3,738

113%

04,124

3,906

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630

4,124

4,059

98%

477

Millenia

ESCC

828

876

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0828

952

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828

1,009

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828

921

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828

1,015

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828

1,067

129%

81‐E‐SW‐5

830

800

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830

800

96%

830

800

96%

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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

Page 84: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 85: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 86: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 87: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 88: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 89: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 90: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 91: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 92: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 93: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 94: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

Page 95: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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.

Page 96: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

36

Page 97: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

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

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Page 99: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the

 

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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

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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.

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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.

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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

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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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Page 108: CAR 2012 Final · 2013-07-15 · Mirna Barq, Project Manager Ivelisse Torres, Assistant Project Manager Public Works Department ... This report provides an overall synopsis of the
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