HomeMy WebLinkAboutItem VI (B) Resolution No 94-07, relating to Concurrency Management and Infrastructure Deficienies AGENDA 4-5-94
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150 N.LAKESHORE DRIVE PAUL W FOSTER
10 OCOEE FLORIDA 34761-2258 VERN COMBS
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Of GOO C rYMANAGER
STAFF REPORT ELLIS SHAPIRO
TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS
FROM: JANET RESNIK, CAPITAL PROJECTS/CONCURRENCY ANALYST)
DATE : MARCH 24 , 1994 ANALYST)
SUBJECT: REVISED CONCURRENCY REPORT AND
INFRASTRUCTURE DEFICIENCIES MAP
ISSUE
Should the Honorable Mayor and Board of City Commissioners
approve Resolution 94- 07 , adopting a revised Concurrency Report
and Infrastructure Deficiencies Map?
BACKGROUND
Article IX of the Land Development Code provides at a minimum,
that the City adopt a Resolution each budget year revising the
Infrastructure Deficiencies Map. The map may be revised more
frequently if the City. Commission finds that areas are no longer
deficient, or that there are additional areas of deficiency that
need to be added.
The purpose of the Infrastructure Deficiencies Map is to show in
simplest form the areas of the City served by infrastructure
which do not meet the level of service standards established by
the City' s Comprehensive Plan.
The current Concurrency Report and Infrastructure Deficiencies
Map were adopted by Resolution on October 5, 1993 . The Map shows
Maguire Road from Roberson Road to State Road 50 as deficient .
This determination was made as part of the annual concurrency
assessment for the various facilities and services that the City
must monitor.
DISCUSSION
Article IX is before the City Commission with some proposed
changes that, if approved, would alter the way the City
calculates reserved transportation capacity on the various
roadway segments that must be monitored. Traffic from the vested
projects would not be counted as existing traffic unless building
permits were issued; therefore, Maguire Road from Roberson Road
to State Road 50 would no longer be considered deficient under
the City' s revised concurrency management system. No new
deficiencies were created as a result of any of the changes made
to Article IX.
S
Page 2
Staff Report - Concurrency
March 24 , 1994
The only change made to the Concurrency Report from the one
approved in October is Table 1, which outlines traffic volumes
and capacities by road segments . This change is in keeping with
the proposed changes to Article IX regarding vested projects .
RECOMMENDATION
Staff respectfully recommends that the Honorable Mayor and Board
of City Commissioners approve Resolution 94- 07 , revising the
Concurrency Report and Infrastructure Deficiencies Map to show no
deficiencies in the City.
cc : Montye Beamer, Director of Administrative Services
Russ Wagner, Director of Planning
Don Flippen, Building and Zoning Official
RESOLUTION NO. 94- 07
A RESOLUTION OF THE CITY OF OCOEE, FLORIDA,
RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER
THE CONCURRENCY MANAGEMENT SYSTEM; FINDING
THAT AREAS SHOWN ON THE EXISTING
INFRASTRUCTURE DEFICIENCIES MAP AS HAVING
INADEQUATE LEVELS OF SERVICE IN FACT ARE NOT
DEFICIENT; ACCEPTING A CONCURRENCY MANAGEMENT
SYSTEM INFRASTRUCTURE REPORT; FINDING THAT
THERE ARE NO INFRASTRUCTURE DEFICIENCIES
WITHIN THE CITY; ADOPTING AN INFRASTRUCTURE
DEFICIENCIES MAP; REPEALING RESOLUTION NO. 93-
08; 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, the Development Administrator has advised the
City Commission that areas shown on the Infrastructure Deficiencies
Map adopted by Resolution No. 93-08 as having inadequate levels of
service in fact are not deficient under the criteria and standards
set forth in certain amendments to Article IX of Chapter 180 of the
Ocoee City Code adopted on this date by Ordinance No 94-03 ; and
WHEREAS, based upon the Concurrency Management System
Infrastructure Report and in accordance with the procedures set
forth in Section 9-5.0 of Article IX of Chapter 180 of the Ocoee
City Code, the Development Administrator has prepared a revised
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 April 5, 1994, 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.
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 hereby finds that areas shown on
the Infrastructure Deficiencies Map adopted by Resolution No. 93-08
as having inadequate levels of service in fact are not deficient
under the criteria and standards set forth in certain amendments to
Article IX of Chapter 180 of the Ocoee City Code adopted on this
date by Ordinance No. 94-03 . The City Commission further finds
that the foregoing finding is consistent with the Ocoee
Comprehensive Plan.
3 . The City Commission of the City of Ocoee hereby
accepts the Concurrency Management System Infrastructure Report
attached hereto as Exhibit "A".
4. The City Commission of the City of Ocoee hereby
finds that, as of April 5, 1994, 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.
5. 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 revised Infrastructure
Deficiencies Map attached hereto as Exhibit "B" . The revised
Infrastructure Deficiencies Map will be effective from April 6,
1994 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.
6. The revised Infrastructure Deficiencies Map attached
hereto as Exhibit "B" supersedes and replaces all previously
adopted Infrastructure Deficiencies Maps.
7. Resolution No. 93-08 is hereby repealed in its
entirety.
8 . This Resolution shall become effective immediately
upon adoption.
PASSED AND ADOPTED this day of April, 1994.
APPROVED:
ATTEST: CITY OF OCOEE, FLORIDA
Jean Grafton, City Clerk S. Scott Vandergrift, Mayor
(SEAL)
2
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
APPROVED AS TO FORM AND LEGALITY
this day of , 1994.
FOLEY & LARDNER APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING
HELD ON , 1994
By: UNDER AGENDA ITEM NO.
City Attorney
C:1WP31\DOCS1OCOEIC.NCURMAP.213/+3/941 DEBBIE I PQtddh
3
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:
I• 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.
B. 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 (ERII) 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.
P. 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/IItilities 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.
Iy. 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:
CO1'iUNITv 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.
F. 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 CON CURRENCY MANA MENT SY TEM 1 of 4
Traffic Volumes and Capacities by Road Segments
Overall Summary
03/24/94
94
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A.D.Mims RdWurst Rd/Clarke Rd 1 2 7,3431 271 7,3701 16.9001 9,530 44%
'Clarke Rd/Apooka-Vineland Rd I 2 5.9501 2111 6.161 I 16.9001 10.739 36%I
11 Adair St Wurst Rd/Clarcona-Ocoee Rd 1 2 1 1.5001 2731 1.773! 9,0001 7.227 20%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 1 2 12.0311 1061 12.137P 15,1001 2,9631 80%
A.D.Mims Rd/Clarcona-Ocoee Rd 2 12,285 I 3171 12.6021 15,1001 2.4981 83%1
Clarcona-Ocoee Rd/McCormick Rd I 2 12.7621 01 12.7621 15.1001 2.3381 85%
1 1:: I:: 1 I
Blufor'd Ave S.R.50/Geneva St ( 2 9,1001 47 f 9.147( 12,8001 3.6531 71%1
Geneva St White Rd 1 2 11,1101 0 r 11,1101 12,800 1,690 87%
White Rd/McKey St 2 I 9,8001 0 9.800 12,800 3.0001 77%
1 McKey St/S.R.438 I 2 I 11.5571 3561 11.913 12.800 8871 93%1
Bowness Rd (Kissimmee AveIS.R.438 I 2 9.4571 141 9,4711 15.3001 5.8291 62%1
II 1. I;: 1,
1 Clarcona-Ocoee Rd S.R.438/Wurst Rd ( 2 7,965 I 261 1 8.226.1 16,200 7,9741 51%
(aka Lakewood Ave) Wurst Rd/Clarke Rd 2 I 4,3801 4271 4,8071 16.200 11,393 30%1
Clarke Rd/Apooka-Vineland Rd 2 1 3.5691 0 3.5691 16.200 12.631 I 22%1
Clarke Rd S.R.50/White Rd 4 l 8.274 1,1641 9.4381 33.300! 23,8621 28%1
White Rd/S.R.438 4 I 8,896 1.267, 10,1631 33.3001 23,1371 31%
S.R.438/A.D.Mims Rd 4 4,0201 r 1.161 5,181' 33,3001 28.1191 16%
A.D.Mims Rd/Clarcona-Ocoee Rd 4 I - 3861 3861 33,3001 32.914 1%1
Flewellinq St (Ocoee Hills Rd/Russell Dr I 2 2.8001 01 2.800 8.6001 5.8001 33%
Fullers Cross Rd (Ocoee-Apopka/Clarcona-Ocoee 2 7.4991 1671 7,6661 11,500 3.8341 67%
Geneva St (Kissimmee Rd/Bluford Rd I 2 I 6.7991 86 I 6.8851 14.7001 7,815 47%1
Good Homes RdS.R.50/White Rd 1--2--' 10,0001 701 10,0701 15.5001 5,430 65%1
(White Rd/S.R.438 I 2 1 10.2891 01 10.2891 15.5001 5.2111 66%1
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1 Hackney-Prairie Rd 'Clarke Rd/Apopka-Vineland Rd I 2 it - I 35 35 12.4001 12.365 I 0%I
1 I1- :..,I 1 II I.,, 1 I
it Johio Shores Rd ,S.R.438/A.D.Mims Rd 1 2 .I 4491 01 4491 12.0001 11.5511 4%1,
1Kissimmee Ave ,Maguire Rd/Bowness Rd i I.
I 1 I' I 1
i
I g I 13.703 I 1731 13.8761 15.3001 1.4241 91%1
I 1. II II. I I I- I, I 1
Maguire Rd (Gotha Rd/Roberson Rd 1 2 1 8,3381 01 8,3381 17.4001 9.0621 48%I
I 'Roberson Rd/Tomyn Rd 1 2 ! 8,5601 361 8,596! 17,400 8,8041 49%1
Tomyn Rd/Professional Prkwy I 2 I 9.1551 691 9.2241 17,4001 8,1761 53%1
I Professional Prkwy/S.R.50 1 2 ! 12.0131 1661 12.1791 17,4001 5,221 70%1
j S.R.50/Story Rd 1 2 14.4391 2591 14.6981 15.3001 602 96%1
Marshall Farms Rd IS.R.50/Maguire Rd 1, 2 3.8841 1211 4.0051 11.0001 6.9951 36%I
I McKey St 'Kissimmee Ave/8luford Ave 11.__ _!2 4,2001 31 4.2031 11.200 i 6,9971 38%1
. . .:.::
Ocoee-Apopka Rd IS.R.438/Beltway 1 2 1 6,8181 31 6.821 I 17,4001 10.5791 39%1
j Beltway/McCormick Rd 1 2 1 10.1301 01 10.1301 17.4001 7.2701 58%1
Ocoee Hills Rd !S.R.438/Flewellinq St 1 2 1 2.8001 01 2.80011 8.6001 5.8001 33%1
I Old Winter Garden Rd 'S.R.50/Blackwood Ave .1 2 11 7,8781 1831 8,06111 15,5001 7,4391 52%i
'Blackwood Ave/Hempel Ave 112 13.768 I 21 I 13.78911 15.5001 1.7111 89%1
:-- , II, i1, Ir E.,: "I. .I.; I .:.
1 Professional Prkwv (Maguire Rd/Old Winter Garden Rd !I 2 1 3.4231 266 I 3.68911 10.6001 6.9111 35%I
I
F. I I. - t it ,_ p. t '.:.I_ ! I
1 Russell Dr IFlewellina St/Willow Creek Rd I 2 1 3.2001 01 3,20011 8.6001 5.4001 37%I
1 I 1
S.R.50 9th St/Wofford Rd i 4 • 32.4411 601 32,5011 43,4001 10,8991 75%1
(West Colonial Dr) Wofford Rd/Maguire Rd I 4 1 35,3001 4101 35,7101 43,4001 7,6901 82%1
Maguire Rd/Old Winter Garden Rd i 4 I 36.8001 1481 36.948! 43,4001 6.4521 85%!
'Old Winter Garden Rd/Clarke Rd 1 4 29,3001 6801 29,9801 43.400 13,4201 69%1
Clarke Rd/Good Homes Rd 4 1 22.5001 6471 23.1471 43,4001 20,2531 53%1
S.R.438 E.Crown Point Rd/Bowness Rd 1 4 , 10,4001 21 10,4021 16,6001 6,198 63%1
(Silver Star Rd) Bowness Rd/Bluford Ave I 4 8,5001 7351 9.2351 16,600 7,365 56%
Bluford Ave/Clarke Rd 1 2 I 10,5001 1.1621 11,6621 16,600 4,938 70%
Clarke Rd/Good Homes Rd 2 1 13.9061 9011 14.8071 16,600 1.793 89%1
Story Rd9th St/Wofford Rd 2 ! 6,4301 21 6,432!1 14,7001 8,268! 44%�
IWoffordRd/KissimmeeAve 2 6.0751 231 6.098 14.7001 8.6021 41%
i : 1 _ II.; I 1 t1. I :.; 1 . I
White Rd IBluford Ave/Clarke RdI 2 I 3.9811 01 3,981 II 13 2001 9,2191 30%,
'Clarke Rd/Good Homes Rd 2 5.1681 701 5.2381 13,2001 7,9621 40%1
11 Willow Creek Rd Russell DriWurst Rd 1 2 I 2.7001 01 2.70011 8,6001 5,9001 31%!
Wurst Rd Clan:ona-Ocoee Rd/A.D.Mims Rd 'I 2 6.237 I 3001 6.5371 12.0001 5.4631 54%I
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 2 of 4
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 1)
/24/94
\,:\•.,?j>i,.:v}?v +v}\•t•:ti;iJ:ij�\•:..1:..p.\t\.'ti\kk�4\vni:?.\\`v:;\\\iitvit;;i4?v<:>.:+::;;i'< \:1:jj'-w
• •;ti.?;\x<t;\•,m?.?y,�?`�.(:`;k,:.;?x•:vw.t :,'�\ ..:\�:.+.+•a.1,tik ',+ +::•?xx2•:a?:,y:;:.:.;...:+::.?.i�.y{� ayy�}�� •:::fi. ... :'.`T:c-, .,,:4?:,:;. '•:•,:':•:•';":'•,.•,'
•�V• ..yi
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I I. I I I i I
A.D.Mims Rd `Wurst Rd/Clarke Rd 271 I I i I 271
[Clarke Rd/A000ka-Vineland Rd i 211 1 i I 1 2111
Adair St 'Wurst Rd/Clarcona-Ocoee Rd 1 i t 2731 I 2731
Apopka-Vineland Rd `lS.R.438/A.D.Mims Rd I 1061 l I I 1061
A.D.Mims Rd/Clarcona-Ocoee Rd j 3171 f
Clarcona-Ocoee Rd/McCormick Rd I I f I
3171
I I I> 1. I, 1 I 0,. I
Bluford Ave S.R.50/Geneva St I I 151 151
Geneva St/White Rd ( + , 1 0
White Rd/McKey St I I
McKev St/S.R.438 I 3441 I I I 1 3441
Bowness Rd (Kissimmee Ave/S.R.438 i I I ! 01
1, I_ I; �
Clarcona-Ocoee Rd S.R.438/Wurst Rd I 24 1 I 2361 1 2601
(aka Lakewood Ave) Wurst Rd/Clarke Rd I 4271 j 4271
Clarke Rd/Apopka-Vineland Rd f
Clarke Rd S.R.50/White Rd 1,1641 1,1641
White Rd/S.R.438 1,234 1,2341
S.R.438/A.D.Mims Rd 1,145 1,145
A.D.Mims Rd/Clarcona-Ocoee Rd 1 386 1 3861
1 1:. 1 . :1.:, I I I . 1
Flewellinq St (Ocoee Hills Rd/Russell Or I I I I 1 01
Fullers Cross Rd (Ocoee-A000ka/Clarcona-Ocoee I I I 1671 ii 167
Geneva St !Kissimmee Rd/Bluford Rd 79! 791
Good Homes RdS.R.50/White Rd 70 I 1 701
(White Rd/S.R.438 ( i 0
Hackney-Prairie Rd (Clarke Rd/Aoopka-Vineland Rd I 35 i I I 351
I
Johio Shores Rd S.R.I438/A.O.Mims Rd II I I II 01
it I E. r: I 1 1
Kissimmee Ave !Maguire Rd/Bowness Rd [ 4 3 I 998 1061
: _ I , 1, 1._
Maguire RdGotha Rd/Roberson Rd i i I I 10-1
Rd !
Roberson Rd/Tomyn Rd I I I I I 0
Tomyn Rd/Professional Prkwy ( I I 301 30
Professional Prkwy/S.R.50 I I I 391 39
IS.R.50/Story Rd I 1 41 I 1981 202
Marshall Farms Rd IS.R.50/Maguire Rd 'I 281 901 118
it McKev St Kissimmee Ave/Bluford Ave 1 I I I I 'I 0
, 11
it Ocoee-Apopka Rd S.R.438/Beltway I I I I 1 01
Beltway/McCormick Rd I I I I I 01
!1 Ocoee Hills Rd S.R.I438/Fleweilinq St P i I I 4 01
j Old Winter Garden Rd 1S.R.50/Blackwood Ave I( 181 31 254 4611
[Blackwood Ave/Hemoel Ave I 1 1 31 I 411
1 Professional Prkwv 'Maguire Rd/Old Winter Garden Rd 4 I 13! 911 221
i1 I. I I, I i::. I
Russell Or IFlewelling St/Willow Creek Rd 1 i I i 4 01
I i 1 1
S.R.50 19th St/Wo ora Rd i I 41 511 551
(West Colonial Dr) 1Wofford Rd/Maguire Rd 1 41 201 I 3281 3521
Maguire Rd/Old Winter Garden Rd i 31 181 I 991 1201
1Old Winter Garden Rd/Clarke Rd I 3441 101 151 I 761 4451
!Clarke Rd/Good Homes Rd 6281 191 I I 6471
S.-.438 E.Crown Point Rd/:owness Rd I I I I 01
(Silver Star Rd) Bowness Rd/Bluford Ave 683 I I I I 1 6831
�
Bluford Ave/Clarke Rd i 1.0511 I I I 1 1.0511
!Clarke Rd/Good Homes Rd 8781 I I I 8781
tory Rd 19th t/Wo"ord Rd I I I r------(71
Wofford Rd/Kissimmee Ave I I I 2011 201
I L I:. 1:: p: 1; 101
11 j
Blutord Ave/Clarke Rd
White Rd Clarke Rd/Good Homes Rd i1 701 I I ` 701
1 Willow Creek Rd !Russell DriWurst Rd II I d 01
1 Wurst Rd 'Clarcona-Ocoee Rd/A.D.Mims Rd I 27! I I 2731 II 3001
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 3 of 4
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 3) 03/24/94
gW:HVOLVKA
:A} •:' •b.,•?: k.4 ..'•'a. •tiff\\. •\4i• \'•�ti.\..
1 I 1 I 1
A.D.Mims Rd Wurst Rd/Clarke Rd I I 01
Clarke Rd/Apooka-Vineland Rd i I `il O II
Adair St ,Wurst Rd/Clarcona-Ocoee Rd 11 0 I
Apopka-Vineland Rd S.R.438/A.D.Mims Rd I I 01
A.D.Mims Rd/Clarcona-Ocoee Rd 1 01
Clarcona-Ocoee Rd/McCormick Rd ! 1 I ! 01
• 1 1 1 1 I.
Bluford Ave S.R.50/Geneva St I 181 II 01
Geneva St/White Rd I 51 01
White Rd/McKey St j 31 I 1 01
McKev St/S.R.438 I 11 91 1 s1
Bowness Rd !Kissimmee Ave/S.R.438 271 I !1 01
1 L I II I
Clarcona-Ocoee Rd S.R.438/Wurst Rd I 1 1 11
(aka Lakewood Ave) Wurst Rd/Clarke Rd I 01
Clarke Rd/Apopka-Vineland Rd I I 1 o1
Clarke Rd S.R.50/White Rd I 01
White Rd/S.R.438 I 33 331
S.R.438/A.D.Mims Rd I 161 161
A.D.Mims Rd/Clarcona-Ocoee Rd I 1 1 01
:•I ••••-- 1 .. I. I. . ; _1.. 1
Flewellinq St (Ocoee Hills Rd/Russell Dr I I I I 01
Fullers Cross Rd !Ocoee-Apopka/Clarcona-Ocoee I I 11 0(
I I i 1I
Geneva St !Kissimmee Rd/Bluford Rd 231 I Il 01
Good Homes RdS.R.50/White Rd I I 1 01
'White Rd/S.R.438 I I 1 01
1 I 1 II. i
Hackney-Prairie Rd (Clarke Rd/A000ka-Vineland Rd ! II 01
1 . _ ! -• 1 'k: _1
Johio Shores Rd S.R.! 438/A.D.Mims Rd 'I 01
1 I I 11-7=7.1
Kissimmee Ave 'Maguire Rd/Bowness Rd I 9 101
1 1, !r7-7-7.7=71
Maguire Rd 'Gotha Rd/Roberson Rd ' 1 01
'Roberson Rd/Tomyn Rd I I 1 OI
Tomyn Rd/Professional Prkwy I t 1 01
Professional Prkwy/S.R.50 I I 1 01
S.R.50/Story Rd I 101 I ! 01
Marshall Farms Rd IS.R.50/Maguire Rd 21 I iI 01
McKey St :Kissimmee Ave/Bluford Ave ' ' !1 01
i. .rr.. >: I 1. 1 I. •1
Ocoee-Apopka Rd iS.R.438/Beltway I I1 01
Beltway/McCormick Rd I I • 01
Ocoee Hills Rd ;S.R.438/Flewelling St I I 01
Old Winter Garden Rd S.R.! 50/Blackwood Ave :1 01
!Blackwood Ave/Hempel Ave I I 01
k 1 ,1 I
professional Prkwy Maguire Rd/Old Winter Garden Rd I 01
I:.. p 1 !".7777=71
Russell Dr Flewellinq St/Willow Creek Rd I I 01
I,, 1 _ ,I
S.R.50 9th St/Wofford Rd ! I ,1 01
(West Colonial Dr) Wofford Rd/Maguire Rd I 01
Maguire Rd/Old Winter Garden Rd i 1 I 01
Old Winter Garden Rd/Clarke Rd i 1 i_ 01
ICIarke Rd/Good Homes Rd I 1 II 01
S.R.438 �E.Crown Point Rd/Bowness Rd I I � 01
(Silver Star Rd) ,Bowness Rd/Bluford Ave ! I 431 ! 431
1Bluford Ave/Clarke Rd i I 991 991
!Clarke Rd/Good Homes Rd ' I 23 I 1 231
Story Rd 19th St/Wofford Rd I 7 1 1 01
1Wofford Rd/Kissimmee Ave 421 I 1 01
White Rd IBluford Ave/Clarke Rd 21 01
'Clarke Rd/Good Homes Rd i 01
Willow Creek Rd Russell DriWurst Rd I I 011
Wurst Rd .Clarcona-Ocoee Rd/A.D.Mims Rd I i I 0!I
TABLE 1
_ OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 4of4
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 5) 03/24/94
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, \n ... •\\•::..,:v.v.:vn\v ;.: .. t::i v.�ti}:t; �v ::\;..n..:\::::v+::.::.;i�:F>::
1F>::.:,.....,,..SSfiiL•ti:�::t:\:{\\v:;.,:.....\•................:�• :\�\\\n.v\i�\ T. �1�ACf:•lSV� 1}i:n\:�}}::+: .:::J''.5�.��;.��y
SSS... •'.P:
A.O.Mims RdWurst Rd/Clarke Rd J I I 01
'Clarke Rd/A000ka-Vineland Rd I I I 1 01
Adair St Wurst Rd/Glarcona-Ocoee Rd I I i I I 01
Apopka-Vineland Rd S.R.438/A.D.Mims Rd I I L 01
A.D.Mims Rd/Clarcona-Ocoee Rd ! f I 1 01
Clarcona-Ocoee Rd/McCormick Rd I I I F ! 01
Blutord Ave S.R.50/Geneva St 25 i 71 I 1 321
Geneva St/White Rd I I i 01
White Rd/McKey St I I 01
IMcKev StS.R.438 I 3 ) 31
Bowness Rd Kissimmee Ave/S.-.438 ! I 141 I II 141
I. I I I. 1. II I
Clarcona-Ocoee Rd S.R.438/Wurst Rd I I 01
(aka Lakewood Ave) Wurst Rd/Clarke Rd 1 01
Clarke Rd/Apooka-Vineland Rd 1 i 01
Clarke Rd S.R.50/White Rd 01
White Rd/S.R.438 ! 01
S.R.438/A.D.Mims Rd 01
A.O.Mims Rd/Clarcona-Ocoee Rd I 01
p: i I< 17-777- -.
Flewellinq St !Ocoee Hills Rd/Russell Dr I ! I I !1 01
Fullers Cross Rd (Ocoee-Apopka/Clarcona-Ocoee I I I I 'I 01
b: k II 1
Geneva St !Kissimmee Rd/Bluford Rd I ! 71 I II 71
Good Homes RdS.R.50/White(AdI 0101
!White Rd/S.R.438 11
Hackney-Prairie Rd 'Clare Rd/Apopka-Vineland Rd I ! I I 1 01
t. I I I 1
Johio Shores Rd S.R.I438/A.O.Mims Rd I t I ,I 01
q 1. {_ 1 { t.. ! 1
11 Kissimmee Ave Maguire Rd/Bowness Rd 161 21 1 671
I r L .1 I
Maguire Rd Gotha Rd/Roberson Rd 1 I I I 01
Roberson Rd/Tomyn Rd I 361 1 I 36 i
Tomyn Rd/Professional Prkwy I 361 31 11 391
Professional Prkwy/S.R.50 I 1241 31 127
S.R.50/Story Rd I 461 111 I i 57
I Marshall Farms Rd S.R.50/Maquire Rd ! I 31 I I 31
McKey St 'Kissimmee Ave/Bluford Ave ! 31 1 31
Ocoee-Apopka Rd IS.R.438/Beltway I 31 1 31
Beltway/McCormick Rd 1 I I 1 , 01
Ocoee Hills Rd IS.R.438/Flewellinq St I I I i :i 01
Old Winter Garden Rd 1S.R.50/Blackwood Ave 1351 21 I 1 1371
(Blackwood Ave/Hemoel Ave I 171 i I i 171
l 1 1 1: :I
Professional Prkwv 'Maguire Rd/Old Winter Garden Rd I 2441 I 1 244 i!
I Russell Dr ,Flewellinq St/Willow Creek Rd ! I ; 0 i
S.R.50 19th St/Wofford Rd I 51 i 1 5
(West Colonial Dr) Wofford Rd/Maguire Rd 541 41 I 581
Maguire Rd/Old Winter Garden Rd 241 41 J 281
Old Winter Garden Rd/Clarke Rd I 2261 91 I 235 i
Clarke Rd/Good Homes Rd ! I I O1
S.R.438 IE.Crown Point Rd/Bowness Rd I 21 I 2!
(Silver Star Rd) 1Bowness Rd/Bluford Ave I I 91 1 91
IBluford Ave/Clarke Rd I I 121 121
!Clarke Rd/Good Homes Rd I 1 01
Story Rd 9th St/Wofford Rd 21 1 2!
Wofford Rd/Kissimmee Ave 31 31
I White Rd iBluford Ave/Clarke Rd � ! 1 0!
!Clarke Rd/Good Homes Rd 1 ! i 01
Willow Creek Rd :Russell OrIWurst Rd I I OI
I Wurst Rd ,Clarcona-Ocoee Rd/A.D.Mims Rd 1 I 0I
TABLE 1
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EXHIBIT B