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HomeMy WebLinkAboutItem VI (B) Resolution No. 93-08, Adopting Concurrency Report and Infrastructure Deficiencies Map AGENDA 10-5-93 Item VI B "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Ocoee S.SCOTT VANDERGRIFT ' o IO CITY OF OCOEE RUSTMIYMIJJOHNNSSON ... 4 fia a- 150 N.LAKESHORE DRIVE PAUL W.FOSTER v 0 OCOEE,FLORIDA 34761 VERN COMBS re0 `?C' (407)656-2322 SAM WOODSON $� Gf GOOD , CITY MANAGER ELLIS SHAPIRO STAFF REPORT 4 TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS FROM: JANET RESNIK, DEVELOPMENT ADMINISTRATOR, CONCURRENCY MANAGEMENT DATE: SEPTEMBER 23, 1993 SUBJECT: CONCURRENCY MANAGEMENT SYSTEM - ANNUAL REPORT ISSUE Should the Honorable Mayor and Board of City Commissioners approve the attached Resolution 93-08 which formally adopts the annual concurrency report and Infrastructure Deficiencies Map? BACKGROUND The state requires that municipalities monitor traffic circulation, sanitary sewer, potable water, solid waste, stormwater drainage, and recreation/open space. All facilities must be available either concurrent with the impacts of new development or as outlined in the recently passed Elms III Legislation, Chapter 93-206 Laws of Florida. DISCUSSION Attached as part of Resolution 93-08 is the annual concurrency assessment. Article IX of the Land Development Code requires that the City look at several different areas in determining the status of infrastructure and services in the City. Traffic: Although not all vested developments will begin building within the upcoming fiscal year, all of the trips that they will put on the roads have been calculated into the concurrency management system to show the effects they would have on the roadway network as it exists today. Reliability of the counts allows the use of 115 percent in determining need. Since not all of these developments will build during the upcoming fiscal year - and certainly will not complete development within that time period - planning the capacity of any given roadway to maximize at 115 percent details a realistic picture. Any segment that shows a figure greater than 115 percent must be either in the planning stages of improvement or the municipality must explain why development may continue to be approved without any plans for improvements to that infrastructure. Page 2 Concurrency Staff Report September 23, 1993 Maguire Road from Roberson to State Road 50 has surpassed the allotted 115 percent; however, more than half the trips are from vested projects with build out not projected to occur for many years. The City's Capital Improvement Program has $500, 000 for necessary right of way acquisition (in impact fees) allocated over the next five years for design of the necessary improvements to Maguire Road south of State Road 50. The new legislation offers some alternatives for municipalities in dealing with transportation concurrency including long-term transportation concurrency management plans and "pay as you go" plans. Staff is reviewing these alternatives and will present its recommendations to the City Commission in the near future. Until the City incorporates a method of addressing situations such as Maguire Road, utilizing the techniques available in the new legislation, it is recommended that the Infrastructure Deficiencies Map show Maguire Road from Roberson to State Road 50 as deficient. Although Maguire Road is the only area that staff recommends be shown as deficient, there are a few other areas that warrant explanation. Maguire Road from State Road 50 to Story Road and Kissimmee Avenue from Story Road to Bowness Road are approaching the maximum allowable capacity for Level of Service D. The major problem in this area is the Kissimmee/Story intersection. Design for this intersection as well as Marshall Farms/Maguire which will further enhance the flow of traffic, has been completed. The Capital Improvement Program has $1,828,000 (through road impact fees and the stormwater utility) allocated for these improvements. Silver Star Road from Clarke Road to Good Homes Road shows a deficiency and State Road 50 from Maguire Road to Old Winter Garden Road is nearing the 115 percent margin. These segments are not over capacity with existing traffic, but the vested developments put those segments close to or over capacity. Because these are state roadways, the City of Ocoee does not have primary responsibility for the necessary improvements and has not included these roadways in its Capital Improvement Program. As reported previously, the City has vested 16 projects and issued four Final Certificates of Concurrency accounting for more than 3,000 single family units, two shopping centers, and two commercial parks. All the traffic to be produced by these vested or concurrent developments has been included in Table 1 in the attached report. Page 3 Concurrency Staff Report September 23, 1993 Sanitary Sewer: There are no deficiencies in this area, even when the flows for unbuilt development are factored into existing facilities. The design capacity will increase from 2 million gallons per day (MGD) to 3 MGD with the completion of the plant expansion which is scheduled for early 1994. The City is also working with the Department of Environmental Protection (DEP) to increase the permitted treatment capacity once the golf course is finished and our effluent disposal capacity is increased. Both these things will help to add capacity to the overall sanitary sewer system. Potable Water: The existing system is capable of handling current customers and those developments that have construction permits from the Department of Environmental Regulation (now DEP) which are either not yet in the construction phase or which are in the process of building but still have unconnected ERUs. In order to keep up with anticipated growth and continue to maintain adequate levels of service, the City is researching sites for new wells. Solid Waste: The City falls well under the six (6) pounds per capita per day level of service that is used by Orange County. Strong participation in the recycling program accounts for the low production of solid waste. Stormwater Drainage: As part of the overall development review process, all new development must meet all City and state requirements for stormwater drainage. The existing drainage conditions are being analyzed on a basin-by-basin schedule and recommendations are forthcoming. Recreation/Open Space: The Planning Department is in the process of amending the Recreation and Open Space Element of the Comprehensive Plan. With the revised requirements, current park land and facilities meet or exceed the current and vested populations' needs. Each of the above described areas is monitored continuously to ensure an adequate level of service and the data are updated as projects either receive vested rights or complete the development review process. Staff is currently reviewing the new administrative rules being issued by the Department of Community Affairs in light of the new legislation and will report to the Commission any resulting changes Page 4 Concurrency Staff Report September 23, 1993 to the City's concurrency management system. Particular attention will be paid to the various methods approved for managing transportation issues. RECOMMENDATION Staff respectfully recommends that the Honorable Mayor and Board of City Commissioners adopt Resolution 93-08. cc: Ellis Shapiro, City Manager Montye Beamer, Director of Administrative Services RESOLUTION NO. 93-08 A RESOLUTION OF THE CITY OF OCOEE, FLORIDA, RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER THE CONCURRENCY MANAGEMENT SYSTEM; ACCEPTING A CONCURRENCY MANAGEMENT SYSTEM INFRASTRUCTURE REPORT; FINDING THAT THERE ARE NO INFRASTRUCTURE DEFICIENCIES WITHIN THE CITY, EXCEPT FOR A TRAFFIC INFRASTRUCTURE DEFICIENCY ON MAGUIRE ROAD FROM ROBERSON ROAD TO STATE ROAD 50; ADOPTING AN INFRASTRUCTURE DEFICIENCIES MAP; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Commission of the City of Ocoee has received a report from the Development Administrator on the status of all infrastructure covered under the Ocoee Concurrency Management System, said report being attached hereto as Exhibit "A" and by this reference made a part hereof ("the Concurrency Management System Infrastructure Report") ; and WHEREAS, the Development Administrator has collected and made available to the public information on certain infrastructure facilities as required by Article IX of Chapter 180 of the Ocoee City Code; and WHEREAS, based upon the Concurrency Management System Infrastructure Report and in accordance with the procedures set forth in Section 9-5 of Article IX of Chapter 180 of the Ocoee City Code, the Development Administrator has prepared an Infrastructure Deficiencies Map, said map being attached hereto as Exhibit "B" and by this reference made a part hereof ("the Infrastructure Deficiencies Map") ; and WHEREAS, the Development Administrator has advised the Ocoee City Commission that, as of October 1, 1993, there are no areas of the City served by infrastructure which do not meet the level of service standards established by the Ocoee Comprehensive Plan, except for Maguire Road from Roberson Road to State Road 50 which does not meet the level of service standards established by the Ocoee Comprehensive Plan for traffic circulation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: 1. The above recitals are true and correct and are made a part of this Resolution. 2. The City Commission of the City of Ocoee hereby accepts the Concurrency Management System Infrastructure Report attached hereto as Exhibit "A" . 3 . The City Commission of the City of Ocoee hereby finds that, as of October 1, 1993, there are no areas of the City served by infrastructure which do not meet the level of service standards established by the Ocoee Comprehensive Plan, except for Maguire Road from Roberson Road to State Road 50 which does not meet the level of service standards established by the Ocoee Comprehensive Plan for traffic circulation. 4. Pursuant to Section 9-5.0 of Article IX of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida, the Ocoee City Commission hereby adopts the Infrastructure Deficiencies Map attached hereto as Exhibit "B" . The Infrastructure Deficiencies Map will be effective from October 1, 1993 through September 30, 1994 unless revised at an earlier date in accordance with the procedures set forth in Article IX of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida. 5. The Infrastructure Deficiencies Map attached hereto as Exhibit "B" supersedes and replaces all previously adopted Infrastructure Deficiencies Maps. 6. This Resolution shall become effective immediately upon adoption. PASSED AND ADOPTED this day of October, 1993 . APPROVED: ATTEST: CITY OF OCOEE, FLORIDA Jean Grafton, City Clerk S. Scott Vandergrift, Mayor (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. APPROVED AS TO FORM AND LEGALITY this day of , 1993 . FOLEY & LARDNER APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 1993 By: UNDER AGENDA ITEM NO. City Attorney C:\WP51\DOCS\OCOE\CONCURR.MAP l 10/1/93 1 18N0021 PER:cet 2 EXHIBIT A CONCURRENCY ASSESSMENT OF INFRASTRUCTURE AND SERVICES The following inventories, in conjunction with the Infrastructure Deficiencies Map, shall be maintained by the Development Administrator to be used for the concurrency assessment of new development: TRAFFIC CIRCULATION A. Design capacity of different roadway types. The attached Table 1 outlines the volumes and capacities of all of the roadway segments monitored by the City of Ocoee. The total capacity (vehicles per day) shown for all roadway segments is for a Level of Service (LOS) D. The Ocoee Comprehensive Plan adopted an LOS C; however, the City has since made application to the state to change Ocoee's designation from "Urbanized" to "Urban". The "Urban" classification allows a municipality to use LOS D in formulating its traffic volumes and capacities for all roadways under FDOT functional classification. The Federal Highway Administration and the Florida Department of Transportation approved the new Urban boundary in May of this year. The City will now process a Comprehensive Plan Amendment to formally change the classification and to make it coincide with the concurrency management system. B. The existing level of service measured by the average number of trips per day on a roadway as provided by the Florida Department of Transportation. The existing traffic figures for the various road segments are shown on Table 1 under Existing Daily Volumes (vehicles per day) . Comparing this existing trip data with the Total Allowable Capacity, all segments measured LOS D or above. C. The adopted level of service standards for all roadways classified under the Florida Department of Transportation's roadway functional classification system. The adopted LOS for all roadways is LOS D. D. The existing capacities or deficiencies of the roadway network. With existing traffic on the road today, there are no deficiencies in the roadway network. The capacities remaining may be calculated by taking the maximum allowable capacity and subtracting the existing traffic. E. The capacities reserved for approved but unbuilt development. Approved but unbuilt development is any development which has vested rights or has received a Final Certificate of Concurrency. These projects are listed, with their respective traffic volumes, on Pages 2-6 of Table 1. For those developments which are currently in the building stage, units which are already adding trips on the road have been subtracted from the overall total trips that are vested or concurrent. The total number of trips which are reserved for vested or concurrent developments are shown on Page 1 of Table 1 under Reserved Daily Volumes for each roadway segment. F. The projected capacities or deficiencies due to approved but unbuilt development. Although not all vested developments will begin building within the upcoming fiscal year, all of the trips that they will put on the roads have been calculated into the concurrency management system to show the affects they would have on the roadway network as it exists today. Because the state realizes that not all of these developments will build during the upcoming fiscal year - and certainly will not complete development within that time period - it allows the actual capacity of any given roadway to peak at 115 percent. The last column on Page 1 of Table 1 shows the percentage of the capacity used. Any segment that shows a figure greater than 115 percent must be either in the planning stages of improvement or the municipality must explain why development may continue to be approved without any plans for improvements to that infrastructure. G. The improvements to be made to the roadway network in the current fiscal year by any approved developments pursuant to previous development orders or permits and the impact of such improvements on the existing capacities or deficiencies. Hackney-Prairie Road is currently planned to be improved to a 2-lane, paved roadway, from Apopka-Vineland Road to its present terminus. Monitoring of traffic will occur following completion of the improvements. H. The improvements to be made to the roadway network in the current fiscal year by the City of Ocoee, Orange County, the Florida Department of Transportation, or other public agency and the impact of such improvements on the existing capacities or deficiencies. Roadway segments that are included in Table 1 will be monitored if any improvements are made by either the City of Ocoee, Orange County, or the Florida Department of Transportation. Table 1 will be kept current if the number of lanes change or existing traffic changes as a result of an improvement. II. SANITARY SEWER A. The design capacity of the wastewater treatment facility. The City of Ocoee has one wastewater treatment facility. It is currently designed to treat two (2) million gallons per day (MGD) . The Department of Environmental Regulation (DER) Construction Permit allows the City of Ocoee to treat up to 1.235 million gallons per day. This figure represents the current effluent disposal capacity of the ponds at the plant site and at the north effluent disposal site. The City is currently negotiating with DER (effective July 1, the Department of Environmental Protection) to have the permit amount increased upon completion of the golf course. B. The existing level of service standard for average daily flows per equivalent residential unit. The existing level of service (LOS) for average daily flows per equivalent residential unit (ERU) is calculated by dividing the average daily flows into the number of ERUs represented by the existing customer base. The average daily flows (average taken over the 30 day period for June 1993) is .823 MGD (823,000 gallons per day) . There are 2,613 customers on the system for a total of 3, 067 ERUs which amounts to an existing LOS of 268.34 gallons per day per equivalent residential unit. C. The adopted level of service standard for average daily flows per equivalent residential unit. The adopted LOS per the Ocoee Comprehensive Plan is 270 gallons per day (GPD) per ERU. D. The existing deficiencies of the system. There are no existing deficiencies of the system. E. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding sanitary sewer, the City of Ocoee defines "approved but unbuilt development" as any development which has a construction permit from DER and has either not yet begun construction or is in the process of building but still has ERUs which are not yet being used. These "unused" ERUs represent the capacities reserved that must be taken into account before any new development can be approved. Table 2 outlines the developments which have DER permits and the number of ERUs each represents. The current system as permitted by DER can handle a total of 4,574 ERUs. With the 3,067 currently in use and the 1,506 ERUs reserved for unbuilt development, the system appears to be at the maximum allowable capacity; however, the City will continue to work with DER to increase the permitted amount. The golf course is slated for completion sometime during the upcoming year. Not all permitted developments will have begun construction during that time. F. The improvements to be made to the facility in the current fiscal year by any approved developments pursuant to previous development orders and the impact of such improvements on the existing capacities or deficiencies. According to the City Engineer/Utilities Director, there will be no improvements made to the facility by any developers which would have an impact on existing capacities of the facility. G. The improvements to be made to the facility in the current fiscal year by the City of Ocoee and the impacts of such improvements on the existing capacities or deficiencies. The City of Ocoee is currently in the process of enlarging its wastewater treatment facility. The project will expand the design capacity from 2 MGD to 3 MGD. The plant expansion is scheduled to be completed by January 1994. III. POTABLE WATER A. The design capacity of the water system. There are four water plants in the City of Ocoee permitted to pump a total of 12.51 MGD: Forest Oaks Plant: 2.52 MGD Jamela Plant: 2.88 MGD Kissimmee Ave. Plant: 2.89 MGD South Water Plant: 4.32 MGD Each plant has a maximum allowable ERU amount that the City is permitted to base its capacity on: Forest Oaks Plant: 3, 182 ERUs Jamela Plant: 3, 636 ERUs Kissimmee Ave. Plant: 3,674 ERUs South Water Plant: 4. 191 ERUs Total For All Plants: 14, 683 ERUs B. The existing level of service measured by the average number of gallons per day per unit based on the average flows experienced. The average number of gallons per day based on a 12-month average is 2.870 MGD. The adopted LOS is 300 GPD/ERU. There are currently 5, 606 customers representing 8, 132 ERUs in the system. Taking the number of ERUs and the average flow, and factoring 15% for unmetered losses for such things as hydrant flushing, leakages, and calibration variances in the meters, the existing LOS is 299.99 GPD/ERU. C. The existing potable water storage capabilities of the water system. The water storage capabilities are as follows: Forest Oaks Plant: 400,000 gallons Jamela Plant: 1,000,000 gallons Kissimmee Ave. Plant: 250,000 gallons South Water Plant: 600. 000 gallons Total storage: 2,250,000 gallons D. The existing minimum water pressure. The Ocoee Land Development Code requires a minimum water pressure of 20 pounds per square inch (20 psi) . New development is required to show that it meets this requirement (which is usually done through computer modelling) . Existing development is tested by the Ocoee Fire Department on a regular basis through gauging fire hydrants. E. The adopted level of service standards for the potable water facility components. The adopted LOS is 300 GPD/ERU. F. The existing capacities or deficiencies of the system. The existing LOS of 299.99 GPD/ERU is consistent with the adopted LOS of 300 GPD/ERU. The 8, 132 ERUs that respresent the current customer usage falls well below the maximum permitted 14, 683 ERUs. There are no existing deficiencies in the water system. G. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding potable water, the City of Ocoee defines "approved but unbuilt development" as any development which has a construction permit from DER and has either not yet begun construction or is in the process of building but still has ERUs which are not yet being used. These "unused" ERUs represent the capacities reserved that must be taken into account before any new development can be approved. Table 3 outlines the developments which have DER permits and the number of ERUs each represents. With the current water plants, the system can handle 14,683 ERUs. With the 8, 132 ERUs currently in use and the 1,798 ERUs reserved for unbuilt development, there are 6,551 ERUs to provide for new development. H. The improvements to be made to the facility in the current fiscal year by any approved developments pursuant to previous development orders or permits and the impact of such improvements on the existing capacities or deficiencies. According to the City Engineer/Utilities Director, there are no improvements planned by developers that would impact existing capacities. I. The improvements to be made to the facility in the current fiscal year by the City of Ocoee and the impact of such improvements on the existing capacities or deficiencies. The current water system is being reviewed to determine optimum site(s) for new wells. IV. SOLID WASTE A. The percentage of the total amount of solid waste disposal capacity allocated to the City of Ocoee by Orange County or other applicable solid waste disposal facilities. The City of Ocoee currently provides residential solid waste collection services. Commercial garbage is franchised to a private contractor. The City of Ocoee does not have a contract with Orange County for a certain allotment of solid waste disposal capacity. Orange County has not notified the City of any limitations or of any maximum allowable waste that will be accepted from the City. To this end, the City will permit additional customers until notified otherwise by the County. Orange County's landfill permit is valid through December 4, 1997. B. The existing level of service measured by the solid waste per pound per capita per weekly collection. Orange County currently places no limitations on the amount of solid waste generated by the City of Ocoee; however, the City does limit the amount of solid waste it collects from its residential customers and anything over that limit is only collected after the customer pays an additional fee. The current LOS for residential customers is 6.0 pounds per capita per day. Service is provided as required by state statute for the separation of Class I garbage from recyclables and yard waste. From July 1, 1992 through June 30, 1993, a total of 4,555.40 tons of residential garbage was transported by the City of Ocoee to the Orange County landfill. That figure averages out to 379.62 tons per month or 759,240 pounds per month or 25,308 pounds per day. There are currently 4,915 residential garbage customers in Ocoee. At 25,308 total pounds per day that equates to 5.15 pounds per day per customer or 1.72 pounds per day per person. This is well below the 6 pounds per person per day adopted LOS. The overall decrease from last year (last year the figure was 2.01 pounds per person per day) is a result of recycling and because yard waste is no longer taken to the landfill. C. The projected capacities reserved for approved but unbuilt development. Because Orange County has not placed any limitation on the amount of solid waste generated by the City of Ocoee, the City will reserve capacity for approved but unbuilt development in one-year increments for those developments that receive Final Certificates of Concurrency. V. STORMWATER DRAINAGE A. The existing level of service measured by storm event as determined by the City of Ocoee and its consulting engineers. The basins are currently being analyzed. Data collection is complete. Analysis is being accomplished on a basin-by-basin schedule. The Northwest Basin study was recently completed and recommendations are forthcoming. B. The adopted level of service standard for storm drainage. The LOS for stormwater/drainage is the ability to contain a 25 year/24 hour storm event, consistent with Chapter 17-25 of the Florida Administrative Code. Development must meet all requirements for stormwater/drainage as outlined in the City of Ocoee's Land Development Code or other such stormwater drainage approvals as may be required by the Land Development Code or state agencies. VI. RECREATION AND OPEN SPACE A. The existing acreage of park land. There are more than 300 acres of recreational land in the City of Ocoee. B. The existing level of service measured by the number of acres of park land available per 1,000 residents of the City of Ocoee based on an inventory of park lands in the City and the population of the City. The City of Ocoee will soon be submitting a Comprehensive Plan Amendment to the Department of Community Affairs amending the Recreation and Open Space Element. Based on the proposed amended requirements, the LOS for recreation has been somewhat revised to take into consideration three different types of parks, each with their own levels of service: "Community Parks" must be a minimum of 20 acres in size and serve a population of 10,000. "Neighborhood Parks" must be a minimum of 4 acres in size and serve a population of 7,500. "Special Purpose Facilities" do not have a minimum acreage since they are based on the facilities provided. Each serves a population of 10,000. The Comprehensive Plan Amendment will delete formal requirements for number of facilities such as tennis courts, ball fields, and playground equipment. These facilities will remain an important part of the Recreation Element but there will be more flexibility insofar as what facilities must be built and at what level of population. The Department of Community Affairs has indicated verbally to City staff that it is amenable to such an amendment. The LOS for open space for this year's concurrency assessment will remain the same at 25 acres per 1, 000 population. C. The existing capacities or deficiencies of the recreation facility system. The current population figure for the City of Ocoee as provided by the Bureau of Economic and Business Research at the University of Florida (the official state agency for the estimation of population) was 16,418 as of April 1993 . Using that figure the City would need one community park, two neighborhood parks, and one special purpose facility to meet the concurrency requirements. There are currently two community parks, four neighborhood parks, and four special purpose facilities in the City of Ocoee as follows: COMMUNITY PARKS: Central Park Complex (23 +/- acres) John Vignetti Park (21 +/- acres) NEIGHBORHOOD PARKS: Municipal Complex Park (10 +/- acres) Parkside Park ( 4 +/- acres) Silver Glen Park ( 5 +/- acres) Tiger Minor Park ( 5 +/- acres) SPECIAL PURPOSE FACILITIES: Middle School Gymnasium ( 2 +/- acres) Municipal Golf Course (240 +/- acres) Sorenson Field ( 8 +/- acres) West Orange Girls Club (12 +/- acres) For Open Space, using the population of 16,418, the City would need 410.5 acres of open space to meet concurrency. The City defines "open space" as park areas, lakes, wetlands and conservation areas, and a percentage of rights-of-ways within the City. According to the City of Ocoee's Planning Department, the City has 692 acres of open space. D. The capacities reserved for approved but unbuilt development. For concurrency purposes, the City of Ocoee defines "approved but unbuilt development" as any development which has a Certificate of Vesting or a Final Certificate of Concurrency. Table 4 outlines those developments and the additional population which will result from those residential units. In figuring the estimated population these units will add to Ocoee's existing population, three (3) people per single family unit is used as the average. E. The projected capacities or deficiencies due to approved but unbuilt development. The total population (current plus vested/concurrent) of 25,529 still does not result in any deficiencies. Not all vested developments will begin building or complete all their units during this fiscal year; however, the existing parks would still be adequate in number to handle that population given the levels of service. P. The improvements to be made to the recreation facilities in the current fiscal year by any approved developments pursuant to previous development orders and the impact of such improvements on the existing capacities or deficiencies. Developers currently must provide a certain amount of private recreational/open space to meet the needs of their residents. Developers also pay recreational impact fees towards community- wide and neighborhood recreation. The recreational impact fees are then used by the City to fund improvements to the overall recreational system including land purchases and the construction of additional facilities. G. The improvements to be made to the recreation facilities in the current fiscal year by any approved developments pursuant to previous development orders and the impact of such improvements on the existing capacities or deficiencies. There are improvements slated for the 1993-94 fiscal year for facilities within existing parks but these improvements will not affect the existing capacities. OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 1 of 6 Traffic Volumes and Capacities by Road Segments Overall Summary 09/23/93 '.i;:S:c4:'::;�::•:::;•':;; .,....... 4.,.�.....;...y ..e:..; .;.,• ...•:: •'moo.;•:, ..; :: .w...4.444. :ste•,\:A�a \+c,.\\ �t,4:\'�;i\:':, \,4', ♦4. �µ .4..:�+.zi.:ft. ;t i<:ii:::::i:: ia,..M r•:•':"" \...,1,•4+,+� , ,.,:4 \4\.���\\.4•�A•, ,��� \ ,• .v. 4 ..�.t�i12:: \�>aw.va.�y.� 7�. p h o:::'.••: any :i:i.:\4..v.....4\�. ,'.� , , ....\ \...',\�+� +., �1''•.. ... }��iC,'�`. .+.,...M/.iii.:>��1i 1W:f3faS::'.:; � ii\'>.}t:.>.y::,.. 'i�Mf: *`:; .:.,4... ti ,r, n��,@, , :;\ * itiii p ay yam. i■{■.�;.v�,'�j�.�liii.�..., ©l1 �t Wty iiiri1iiit. ....:i:1:4:t: �•>: � .4�����,�1•.4+:*•:'4�O�RIVl:f�)�1�:�\� �• `.^��flSi �iF�1�l3:fCAeF���=�7i'#� i•:•T\�`:i�.Y1�ii'^'�F�r:1.:14SHI7i�1��TtdO::i']3R41:::: AD.Mlms Rd Wurst Rd/Clarice Rd 2 7,343 691 8,034 16,900 8,866 48% Clarke Rd/Apopka-Vineland Rd 2 5,950 3,872 9,822 16,900 7,078 58% Adair St Wurst Rd/C(arcona-Ocoee Rd 2 1,500 1,006 2,506 9,000 6,494 Apopka-Vineland Rd S.R.438/A.D.Mims Rd 2 12,031 1,699 13,730 15,100 1,370 AD.Mims Rd/Clarcona-Ocoee Rd 2 12,285 1,621 13,906 15,100 1,194 Clarcona-Ocoee RdfvicCormick Rd 2 12,762 1,151 13,913 15,100 1,187 r. • • •ve . , -1 enema '' '•k •4R '•.• . Geneva St/White Rd 2 11,110 365 11,475 12,800 1,325 90% White Rd/McKey St 2 9,800 134 9,934 12,800 2,866 78% McKeYSt/S.R.438 2 11,557 373 11,930 12,800 870 93% Bowness Rd Kissimmee Ave/S.R.438 2 9,457 0 9,457 15,300 5,843 62% ;iii::;: i;::.i<>+ ..:: .. <:i::i::i::i<:» :i;i i:xi>::i. .::>::: <!::::i clarcona-6coeeAd S.R.4384irst Rd 2 ' ,96.5 456 8,421 16,200 7j79 52% (aka Lakewood Ave) Wurst Rd/Clarke Rd 2 4,380 1,099 5,479 16,200 10,721 34% Clarke Rd/Apo -Vineland Rd 2 3,569 1,481 5,050 16,200 11.150 31% Clarke Rd S.R.50/White Rd 4 8,274 10,432 18,706 33,300 14,594 56% White Rd/S.R.438 4 8,896 12,255 21,151 33,300 12,149 64% S.R.438/A.D.Mims Rd 4 4,020 13,857 17,877 33,300 15,423 54% AD.Mims Rd/Clarcona-Ocoee Rd 4 - 9,767 9,767 33,300 23,533 29% Flewelling St Ocoee Hills Rd/Russeil Dr 2 2,800 0 2,800 8,600 5,800 33% Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 2 7,499 778 8,277 11,500 3,223 72% Geneva St Kissimmee Rd/Blufcrd Rd 2 6,799 220 7,019 14,700 7,681 48% Good Homes Rd S.R.50/White Rd 2 10,000 373 10,373 15,500 5,127 67% White Rd/S.R.438 2 10,289 390 10,679 15,500 4,821 69% Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 2 - 858 858 12,400 11,542 7% Johlo Shares Rd S.R.438/A.D.Mims Rd 2 4491 954 1,403 12,000 10,597 12% Kissimmee Ave Magure Rd/Bowness Rd 2 13,703 1,419 15,122 15,300 178 99% Magure Rd Gotha Rd/Roberson Rd 2 8,338 1,124 9,462 17,400 7,938 54% Roberson Rd/Tomyn Rd 2 8,560 13,009 21,569 17,400 (4,169) 124% Tomyn Rd/Professional Prkwy 2 9,155 12,685 21,840 17,400 (4,440) 126% Professional Ricwy/S.R.50 2 12,013 11,796 23,809 17,400 (6,409 137% S.R.50/Story Rd 2 14,439 1,584 16,023 15,300 (723) 105% Marshall Farms Rd S.R.50/Maguire Rd 2 3,884 0 3,884 11,000 7,116 35% McKey St Kissimmee Ave/Blufcrd Ave 2 4,200 0 4,200 11,200 7,000 38% Ocoee-Apopka Ra 't,R.43U/Beltway 2 6,818 r 0 6,818 17,400 10,582 39% Beitway/McCormick Rd 2 10,130 0 10,130 17,400 7,270 58% Ocoee Hills Rd S.R.438/Flewelling St 2 2,800 0 2,800 8,600 5,800 33% Old Winter Garden Rd S.R.50/Bladcwood Ave 2 7,878' 1,706 9,584 15,500 5,916 62% Blackwood Ave/Hempel Ave 2 13,768 838 14,606 15,500 894 94% Professional Orkwy Maqure Ra/ID(c)Winter Garden Rd 2 3,423 1, 1 4 10 6d0 51056 44% ::::::;:::i:?•::::::::i:iii::i::ii:;i::i:i::::::isi:::::: ::::::r?;:x:::::;•.: ::: :.:: . ::.::: :..... :.. m .�:;::�:; :::::::1:1 :: ::1:;:;:;::;:1111;:;:;::. �.. Russell Or riwellina StUlllilow Creek Rd 2 3,200 0 3200 8,600 5,400 37% ::x*::::i:x:ii:3i:i i:::c:: ::::;E>;;[Sd<z:::::...,::::::a::'til:::::i xy::::;;i*x: :::... :: S.A.50 9th St1W?offord Ind 4 32,441 0 32,441 43,400 10,959 75% (West Colonial Dr) Wofford Rd/Maguire Rd 4 35,300 2,474 37,774 43,400 5,626 87% Magure Rd/Old Winter Garden Rd 4 36,800 8,934 45,734 43,400 (2,334) 105% Old Winter Garden Rd/Clarke Rd 4 29,300 11,235 40,535 43,400 2,865 93% Clarke Rd/Good Homes Rd 4 22,500 1,497 23,997 43,400 19,403 55% S.R.438 E.Crown Point Rd/Bowness Rd 4 10,400 0 10,400 16,600 6,200 63% (Sliver Star Rd) Bowness Rd/Blufcrd Ave 4 8,500 706 9,206 16,600 7,394 55% Blufcrd Ave/Clarke Rd 2 10,500 3,887 14,387 16,600 2,213 87% Clarke Rd/Good Homes Rd 2 13 906 5,483 19,389 16,600 (2,789) 117% Story Rd 9th SUWofford Rd 2 6,430+ 0 6,430 14,700 8,270 44% ,Wotfard Rd/Kissimmee Ave 2 6,075 79 6,154 14,700 8,546 42% White Rd Bluford Ave/Clarke Rd 2 3,981 924 4,905 13,200 8,295 37% Clarke Rd/Good Homes Rd 2 5,168 756 5.924 13,200 7.276 45% Willow Creek Rd Russell Dr/Wurst Rd 2 2,700 0 2,700 8.600 5.900 31% Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 2 6,237 1,235 7,472 12,000 4,528 62% I. TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 2 of 6 Traffic Volumes and Capadtles by Road Segments Traffic Volume Assignments (Sheet 1) 09/23/93 AD.Mims Ra durst Rd/L�arke Rd 27 27 Clarke Rd/Apopka–Vineland Rd 211 211 Adair St Wurst Rd/Clarcona–Ocoee Rd 470 273 06 Apopka–Vineland Rd S.R.438/A.D.Mims Rd 106 1 106 AD.Mims Rd/Clarcona–Ocoee Rd 317 317 Clarcona–Ocoee Rd/McCormick Rd 0 .'. -.1 eneva '— , Geneva St/White Rd p White Rd/McKey St - 0' McKey St/S.R.438 344 344 Bowness Rd KissimmeeAvefS.R.438 0' Iarcona–Ocoee Rd SA.438 WL rst Fid 24 193 236 453 (aka Lakewood Ave) Wurst Rd/Clarke Rd 118 427 545 Clarke Rd/Apopka–Vineland Rd 0 Clarke Rd S.R.50/White Hd 1,164 1,164 White Rd/S.R.438 1,234 1,234 S.R.438/A.D.Mims Rd 1,145 1,145 AD.Mims Rd/Clarcona–Ocoee Rd 386 386 Flewelling St Ocoee Hills Rd/Russell Dr 0 Fullers Cross Hd Ocoee–Aoopka/CIarcona–Ocoee 45 167 212 Geneva St Kissimmee Rd(8lufordrid 0 Good Homes Rd S.R.50/Whrte Rd 70 70 White Rd/S.R.438 0 Hackney–Prairie Rd Clarice Rd/Apopka–Vineland Rd 35 I 35 .........:... Johio Shores Rd SA.438/A.D.Mims Rd r....... 0 ..}::•;:�}>}:�;:�::�;;;};.;:�:;::;::::.:;>:::::;;::�;:�;>:�::;;;;:<�;:�;:�;:�;:�:;::::::�}:�:::::ro-:::.' .....:.: ;._::c>:�:;,�:;;;':.�:iiiii:iii::•}:;:•i:8;.'�iii:;�ii:4:�:. Kissimmee Ave Maguire Fid/Bowness Rd Magu'e Rd Gotha Rd/Roberson Rd 0 Robeson Rd/Tomyn Rd0 Tomyn Rd/Professional Prkwy 0 Professional Prkwy/S.R.50 0 S.R.50 tory Rd 0 Marshall Farms Rd S.R.50 use Rd 0 McKey St Kissimmee Ave/Blufcrd Ave 0 • :>::::>::':>:<::«<::i:::�',:•::::i:siri::i::::::i::i:::it;:>::i::>>i>::;ii::;�i:<}:::>' :>::>::i::>::::<:::t.>::is�:<•i::::>::i:•:::::>.<<::»::;::;::;::;........ ::>;:<-::>::::;::i»>::>::::>::::::::i.i:.i:::;::.:;:::.:i:.i::i::: 6coee-,(popka Ad... S.F1438VBe4tway ..._ 0 Bettway/McCormldc Rd 0 Ocoee Hills Rd S.R.438/Fleweilinq St 0 Old Winter Garden Rd S.R.50/Bladcwood Ave 0 Bladcwood Ave/Hempel Ave 0 Protesssonal Prkwy Maou re Rd/Old Writer Garden Ra 0 Russell Dr Flewelling St/Willow Creek Rcf 0 S.R.50 9th St/Wofford Rd 0 (West Colonial Dr) Wolford Rd/Maguire Rd 0 Maguire Rd/Old Winter Garden Rd 0 Old Winter Garden Rd/Clarke Rd 344 344 Clarke Rd/Good Homes Rd 628 628 S.R.438 E.Crown Point Rd/Bowness Rd 0 (Silver Star Rd) Bowness Rd/Bluford Ave 683 683 Bluf cid Ave/Clarke Rd 1,051 1,051 Clarke Rd/Good Homes Rd 878 878 Story Rd 9th St/Wofford Rd 0 Wolford Rd/K lsslmmee Ave 0 White Rd Blufard Ave/Clarke Rd 136 136 Clarke Rd/Good Homes Rd 70 70 Willow Creek Rd Russell DrfWurst Rd 0 Wurst Rd Clarcona–Ocoee Rd/A.D. Mims Rd 27 277 273 577 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 3 of e Traffic Volumes and Capacities by Road Segments Traffic Volume AssInnments (Sheet 2) 09/23/93 'ci 3 \ v , v .\ � . . : vv..v.\ .: .: .. \ .. ......... .,.v ... .....: :: :.....n\ : v\x;? ;;: �E::.::\ '.v :: ;}� : ...\1\ ��: �{.4:_X A��?:1};•;. s\v : \A„-•:;'.';',.`; .=o-.. : v .�1ft \ v.: ki,,i,',..$,, .:.d : 0: . te ;:?�ti` ? tiv ;;:::MOM \\ : \ 1.. \;.:Si!jstiii46f4if ... • ICD.Mims Ad Wurst RdRlar1ce Rd 21 21 Clarke Rd/Apopka—Vineland Rd 128 16 144 Adair St Wurst Rd/Clarcona—Ocoee Rd Apopka—Vineland Rd S.R.438/A.D.Mims Rd 0 0 A.D.Mims Rd/Clarcona—Ocoee Rd 128 128 Clarcona—Ocoee RdMicCormlcc Rd 0 Blufard Ave Sr50/Geneva St , Geneva St/White Rd 0 White Rd/McKey St 0 McKey St/S.R.438 29, 29 Bowness Rd Kissimmee Ave/S.R.438 ' Clarcona-bcoee Ra 'S:117438wurst Ad 3 (aka Lakewood Ave) Wurst Rd/Clarke Rd 0 Clarke Rd/Apopka—Vineland Rd 0 Clarke Rd S.R.50/White Rd 119 119 White Rd/S.R.438 260 137 35 432 S.R.438/A.D.Mims Rd 20 7 27 AD.Mims Rd/Clarcona—Ocoee Rd 13 13 Flewellinq St Ocoee Hills Rd/Russell lir 0 Fullers Cross Rd Ocoee—Apopka/Oa-cone—Ocoee Geneva St Kissimmee A dieluford Rd 0 Good Homes Rd S.R.50/White Fid 0 White Rd/S.R.438 0 Hackney—Prairle Rd Clarke Rd/Apopka—Vineland Rd 0 Johio Shores Rd SA.438/A.D.Mims Rd 539' 10 J4$ Kissimmee Ave Magute Hd/Bowness Rd Magute Rd Gotha Rd/Roberson Rd 0 Roberson Rd/Tomyn Rd 0 Tomyn Rd/Professional Prkwy 0 Professional Prkwy/S.R.50 0 S.R.50/Story Rd 0 Marshall Farms Rd S.R.50/Maqure Rd 0 McKey St Kissimmee Ave/Blufcrd Ave 0 Ocoee—Apopka Rd S.R.438/Beltway 0 Beltway/McCormick Rd 0 Ocoee Hills Rd S.R.438/Flewellingg St 0 Old Winter Garden Rd S.R.50/Blackwood Ave 0 Blackwood Ave/Hempel Ave 0 Professional Prkwy i katiure Rd/bid WFn(er'berdenAd 4 0 Ffusse i br 'F(ewe(lina gtAIVII6v Creek Rd . :: 0 s.A.50 `9tti,Svv4offor•d Aa. .. ».. .. .....: 0 (West Colonial Dr) Woffo-d Rd/Maguire Rd 0 Magure Rd/Old Winter Garden Rd 0 Old Winter Garden Rd/Clarke Rd 0 Clarke Rd/Good Homes Rd 0 S.R.438 E.Crown Point Rd/Bowness Rd 0 (Silver Star Rd) Bowness Rd/Bluford Ave 23 23 Bluford Ave/Clarke Rd 107 76 77 260 Clarke Rd/Good Homes Rd 367 95 51 513 Story Rd 9th St/Wofford Rd 0 Wofford Rd/iassimmee Ave 0 White Rd Blufard Ave/Clarke Rd 0 Clarke Rd/Good Homes Rd 17 17 Willow Creek Rd Russell Dr/Wurst Rd0 Wurst Rd Clarcona—Ocoee Rd/A.D. Mims Rd 0 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 4 of 6 Traffic Volumes and Capacities by Road Segments Traffic Volume AssiS]nments (Sheet 3) 09/23/93 iffi:::::,,::.:•:,��.::.,:,; .:�:�:•:•:::;•>:::�:.,.,.,..,.: .•:•.:.•;:•:;.;..,.....:.;•:;:�:; .............,.,. iii..,...,. . . . .. .... .:.. \ a•:\a P.'.\ .�;i, \;•x,;\iti\ stir;., a•, •\; +�•..�.ti., •; :;•: ::• ::. .::1: ............. p ..\.........:... ...*l\. �{�( y� ; •n\.vvn\i}:.,•,,,�'h,••{`{•.itii> r /�y� /1�.�. �( }{�`,v`+.{i..Y::•v:n•.tiv i,•: ............:::iatv.....•........ ;:........��.. }} 9Tl�4Fi��.........................F..�i��� titflt '�i�i:� � •Y:•:1�� ':� �''.v'.'�:•.•.:•.�.�:::.�I•:`::�^:�v: '�•'•v::•vr.�?ft•:;: •'t'3)i::R��` I; AD.Mims Rd Wurst C�arke Rd 502 _ 502 Clarke Rd/Apopka-Vineland Rd 3,011 3.011 Adair St Wurst Rd/Crarcona-Ocoee Rd 0 Apopka-Vineland Rd S.R.438/A.D.Mims Rd 1,384 1,384 AD.Mims Rd/Ciarcona-Ocoee Rd 987 987 Clarcona-Ocoee Rd/McCormick Rd 1,151 1,151' I:1Iaord Ave S.R.50/Geneva St ". 201 3g' I 239 Geneva St/White Rd r 134 114 248- White 48White Rd/McKey St 134 134 McKey St/S.R.4380 Bowness Rd Kissimmee Ave/S.R.438 p Clarcona-bcoee Rd S.t.438i urst Rd (aka Lakewood Ave) Wurst Rd/Clarke Rd 502 502 Clarke Rd/Apopka-Vineland Rd 1481 1,481 Clarke Rd S.R.50/White Fid 248 1,471 5,972 7,691 White Rd/S.R.438 348 6,228 6,576 S.R.438/A.D.Mims Rd 8,753 8,753 AD.Mims Rd/Clarcona-Ocoee Rd 8,824 g 8,824 Flewellinq St Ocoee Hills Rd/Russell or 0 Fullers Cross Rd Ocoee-Apopka/Cla-cona-Ocoee568 566 Geneva St klssimmee Rd(Bluford Rd 61 A143 Good Homes Rd S.R.50/White Rd 58' 58 White Rd/S.R.438 Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 823 I 823 Johio Shares Rd S.R.438/A.D.Mims Rd 29' `................2s Kissimmee Ave Megure Rd/Bowness Rd 335' 513 848 Magure Rd Gotha Rd/Roberson Rd 585 19 604 Roberson Rd/fomyn Rd 281 6,086 385 6,752 Tomyn Rd/Professional Prkwy 281 5,931 3756,587 Professional Prkwy/S.R.50 140 5,530 350 6,020 S.R.50/Story Rd 268 628 896 Marshall Farms Rd S.R.50/Maqure Rd 0 McKey St Kissimmee Ave/Bluford Ave 0 Ocoee-Apopka Rd S.R.43$Wettway 0 Bettway/McCormidc Rd 0 Ocoee Hills Rd S.R.438/Fleweliinqq St 0 Old Winter Garden Rd S.R.50/Blackwood Ave 760 401 1,161 Blackwood Ave/Hempel Ave 162 326 488 Professional prfcwy Maqu�re Rdbrd winterttarden Rd.......:. 41 401 25 567 Russell Dr Flewellino 5f/IMnow d�reeic Ad 0 S.R.50 9th SUWofford Rd 0 (West Colonial Dr) Wofford Rd/Maguire Rd 505 947 1,452 Maguire Rd/Old Winter Garden Rd 913 3,955 4,868 Old Winter Garden Rd/Clarice Rd 2,359 3,992 6,351 Clarke Rd/Good Homes Rd 696 696 S.R.438 E.Crown Point Rd/Bowness Rd 0 (Silver Star Rd) Bowness Rd/Bluford Ave 0 Blufcrd Ave/Clarke Rd 1,170 1,170 Clarke Rd/Good Homes Rd 1,384 1,384 Story Rd 9th St/Wofford Rd 0 Wolford Rd/KOssimmee Ave 39 39 White Rd Blufcrd Ave/Clarke Rd 682 682 Clarke Rd/Good Homes Rd 86 256 342 Willow Creek Rd Russell Dr/Wurst Rd 0 Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 502 502 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 5 of 8 Traffic Volumes and Capacities by Road Segments Traffic Volume Assignments (Sheet 4) 09/23/93 w...;J:•i:•i:::;:4:•:{i:;;;;;;vi:Avii:•ti;•'•i:J};r*l.};:.;:;..::::::::::::::•::•::::•:•:•.:•.v:•w:•::•::::::•.�::.:. !{�.�...�::::.@�y.�.y.�.v..; ....� ..... ......:•`.:�::�•'�•1��'�'>:•:k:::.,•.....�.......�,:. may.,, >:.ti:�\ ••::.•`.•:• ...c yy�,,��..\•:3% ..\:•.�.1:.,::.. `., ..k;,�\. `�•...•�••: '•;$;.. Jpl��>���......::............,.... I��1:Ii7ii i`�C7.Wit`.: ..i:��'rt�• _`�:L .,.. . • : AD.Mims Rd Wurst Rd/Clarke Rd 9 124 133 Clarke Rd/Apopka—Vineland Rd 8 77 246 331 Adair St Wurst Rd/C arcona—Ocoe a Rd 263 263 Apopka—Vineland Rd S.R.438/A.D.Mims Rd 189 189 AD.Mlms Rd/Clarcona—Ocoee Rd I 189 189 Clarcona—Ocoee RdAMcCarmidc Rd p i�luford Ave S.R.50/Geneva St ,---.6., ,---a Geneva St/White Rd p White Rd/McKey St 0 McKey St/S.R.4380 Bowness Rd 'Kissimmee Ave/S.R.438 0 Clarcona—dcoee Rd S.R.4381WurstMT 0 (aka Lakewood Ave) Wurst Rd/Clarke Rd 52 52 Clarke Rd/Apo —Vineland Rd _ 0 Clarke Rd S.R.50/White Rd 513 473 - 986 White Rd/S.R.438 619' 542 1,587 294 3,042 S.R.438/A.D.Mims Rd 53 520 2,721 3,294- AD. ,294AD.Mims Rd/Clercona—Ocoee Rd 36 89 404 529 Fleweiiing St Ocoee Hills Rd/Russell Cr 0 Fullers Gross Rd Ocoee—Apopka'Clarcona—Ocoee 0 Greneva St 7kIssim me a'Pldlt fuTordAd0 Gaod Homes Rd S.R.50/White Rd 187 187 White Rd/S R 438 238 238 Hackney—Prairie Rd Clarke RdJ —Vineland Rd Johio Shares Rd S.R.438/A.D.Mims Rd 49 23 72 Kissimmee Ave Magure Rd/Bowness Rd Magure Rd Gotha Rd/Roberson Rd 0 Roberson Rd/Tomyn Rd 0 Tomyn Rd/Professional Prkwy 0 Professional Prkwy/5.R.50 0 S.R.50/Story Rd 0 Marshall Farms Rd S.R.50/Magure Rd 0 Md{ey St Kissimmee Ave/Blufard Ave 0 ::>..: ::::z:?:::_::'::`::::::::::i:::<::: :?rYR3i:: ^'` ::, .:.:;::;'.;;:;:;:;::`'ti:.;i.``i'? i33i3>::.:>i:>:E:S; �:::. _.......:> .:.::.::::;: :>':;.::::.<:. .:..:.::.'::<:::.:k:::::::;;:iE::: ;i:%:`•::i Ocoee—Apoi a Ad S.R.438/Beitway 0 Beltway/McCormidc Rd 0 Ocoee Hills Rd S.R.438/FlewellIn St 0 Old Winter Garden Rd S.R.50/Blackwood Ave 0 Blackwood Ave/Hempel Ave 0 IlrotessionalPrkwy gure,la :...._ Rd/Old y�in�er Garden Ra p Russell Dr Flewellino St/W llow dreefc Rd 0 S.R.50 9th St/Wof{ord Ra 0 (West Colonial Dr) Wofford Rd/Maguire Rd 0 Magure Rd/Old Winter Garden Rd 0 Old Writer Garden Rd/Clarke Rd 0 Clarke Rd/Good Homes Rd 0 S.R.438 E.Crown Point Rd/Bowness Rd 0 (Silver Star Rd) Bowness Rd/Biuford Ave 0 Bluford Ave/Clarke Rd 154 478 357 126 1,115 Clarke Rd/Good Homes Rd 496 456 777 420 2,149 Story Rd 9th StjWofford Rd 0 Wolford Rd/Kissimmee Ave 0 White Rd Bluford Ave/Clarke Rd 27 27 Clarke Rd/Good Homes Rd 78 68 13 159 Willow Creek Rd Russell Dr/Wurst Rd 0 Wurst Rd Clarcona—Ocoee Rd/A.D. Mims Rd 156 156 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 6 of 6 Traffic Volumes and Capadties by Road Segments Traffic Volume Assignments (Sheet 5) 09/23/93 NSNy� +:\• +. ..\..\.;.�;.:..\?: . 'Cw.•.>:�;..:r.+..;?•::..... ...:'+'•:�Y':.',.o:i<::.;v:.:. +• \+".:.;.,• Sz\•.:: a:.:+•• ♦\,++•.+•.�::•. 't�S:ii+::::::i:`t•:::till•. i.W&+\\i \�.\\., .o ��^ ..ai y.M ° 1. \;.. ?.:<:.\} \::;�,UP:w a:.::+.+ \•.;Bili .xz.. .++:v.... \ .: �•z•:2a•;;��\++ �\\;y.:\\�\:•+7i1}�f�i���•:::..,,,..::::�::.�\+��•. �!•`��;�:t�l��:%� � a'�� :,.+a+a��:';:: ;.,\\,�.z...`�,\��„:„ .v�.:..x£;:+\'`•.zo:;:S: \`;`::: Sii'.�'. .... . LIf3'`•``'�'i7 AD.Mims Rd Wurst Rd/Clarke Rd 8 8 Clarke Rd/Apopka—Vineland Rd 175 175 Adair St Wurst Rd/Clarcona—Ocoee Rd 0 Apopka—Vineland Rd S.R.438/A.D.Mims Rd 20 20 AD.Mims Rd/Clarcona—Ocoee Rd 0' Clarcona—Ocoee RdiMcCcrmidc Rd 0' uta. •ve .-. '1u eneva 39 25 64' Geneva St/White Rd 117 117 White Rd/McKey St 0 McKey St/S.R.438 0 Bovmess Rd Kissimmee Ave/S.R.438 0 Olarcona-6coee Pid SS438/VOurst Rd 0 (aka Lakewood Ave) Wurst Rd/Clarice Rd 0 Clarke Rd/Apopka—Vineland Rd 0 Clarke Rd S.R.50/White Rd 472 472 White Rd/S.R.438 438 533 971 S.R.438/A.D.Mims Rd 545 93 638 AD.Mims Rd/Clarcona—Ocoee Rd 15 15 Hewelling St Ocoee Hills Rd/Russeil Or 0 Fullers Cross Rd Ocoee—Apopka/Clacona—Ocoee 0 Geneva Sit Kissimmee Ad(Blu{ord Rd 77 77 Good Homes Rd S.R.50/White Rd 58 58 White Rd/S.R.438 42 110 152 Hackney—Prairie Rd Clarke Rd/Apocka—Vineland Rd 0 Johio Shores Rd S.R.438/A.D.Mims Rd 304 304 Kissimmee Ave Magure Hd/Bowness Rd 525 46 571' Magure Rd Gotha Hd/Roberson Rd 520 520 Roberson Rd/Tomyn Rd 6,221 36 _ 6,257 Tomyn Rd/Professional Prkwy 6,062 36 6,098 Prufessional Prkwy/S.R.50 5,652 124 5,776 S.R.50 tory Rd 642 4.6 6881 Marshall Farms Rd S.R.50/Maqure Rd 0 McKey St Kissimmee Ave/Bluford Ave 0 Ocoee—Apopka Rd S.R.438/Beltway 0 Beitway/McCormid<Rd 0 Ocoee Hills Rd S.R.438/Flewellin9 St 0 Old Winter Garden Rd S.R.50/Blackwood Ave 410 135 545 Blackwood Avee}Hempel Ave 333 17 350 Arolessional OrIciiK gure 1981t18 Winter Geirden1N6 415 244 66644 Ausse 16r F'Ieweninp St/Wilow Cree(c Rd 0 S.R.50 9th SVWoffard Rd o (West Colonial Dr) Wofford Rd/Maguire Rd 968 54 1,022 Magure Rd/Old Winter Garden Rd 4,042 24 4,066 Old Winter Garden Rd/Clarke Rd 4,079 226 235 4,540 Clarke Rd/Good Homes Rd 173 173 S.R.438 E.Crcwn Point Rd/Bowness Rd 0 (Sliver Star Rd) Bowness Rd/Bluford Ave 0 Bluf ad Ave/Clarke Rd 136 155 291 Clarke Rd/Good Homes Rd 275 284 559 Story Rd 9th St/Woftord Rd 0 Woffard Rd/Kssimmee Ave 40 40 White Rd Bluford Ave/Clarke Rd 79 79 Clarke Rd/Good Homes Rd 168 168 Willow Creek Rd Russell Dr/Wurst Rd 0 Wurst Rd Clarcona—Ocoee Rd/A.D. 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