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Home My WebLink About2005 02 07 Informational - Transportation Study Date: February 7, 2005 The following Documents were distributed during the February 7, 2005 Workshop. SUPPLEMENT NO.3 Update To CITY OF WINTER SPRINGS TRANSPORTATION STUDY February 2005 CPH Engineers, Inc. 1117 E. Robinson Street Orlando, Florida 32801 (407) 425-0452 CPH Project No. W04124 TABLE OF CONTENTS CHAPTER I - INTRODUCTION Background Purpose Methodology Summary and Conclusion CHAPTER II - FINANCIAL RESOURSES ANALYSIS Financial Analysis Format Data Base Local Option Gas Tax One-Cent Sales Tax Federal Revenue Sharing (FRS) Special Assessment Projects General Fund Appropriations Transportation Impact Fees Roadway Revenue Resources CHAPTER 111- TRANSPORTATION PLAN Goals and Objectives Existing Conditions Update Development Final Transportation Plan CHAPTER IV - CONCURRENCY PLANNING Objective of This Review Available Capacity Definitions Tables A-1 1 2 3 4A 5 Transportation Impact Fee Fund Available Transportation Revenues for Roadway Improvements 2004/2005 Functional Classification 2004 Daily Seminole County Counts 2001 Average Annual Daily Traffic County Results (City Roadwork) 1996 Peak Average Annual A.M. and P.M. Peak Hour Traffic Count Results Programmed and Planned Highway System Improvements Winter Springs Transportation Study Area Statewide Minimum Level of Service Standards For the Urbanized Highway System Generalized Annual Average Daily Volumes for Florida's Urbanized Areas 6 7 8 Paqe No. 1 1 2 2 3 3 4 4 4 4 4 4 6 7 7 12 12 35 35 38 5 6 10 13 14 15 16 17 19 9 Trip Generation Expressions (Vehicle Trips) Winter Springs Transportation Study - 2004 21 14 Year 2004 Roadway Link Levels of Service with 2010 Network (Original Computer Model) 24 14A Year 2004 Roadway Link Levels of Service with Existing Network 27 15 2010 Road Needs - Other Agency Funding 31 15A State and County Road Projects Adjacent to or Within Winter Springs 32 16 City Road Needs - City of Winter Springs Funding 33 19 Primary Impact Area for Traffic Impact Analysis (TIA) (Development with 300 or More ADT) 37 FiQures 1 2 3A 4 8 Study Area Location 2004 Existing Roadway Classification and Number of Lanes 2004 Existing Deficiencies and LOS 2004 Traffic Zones Needed Improvements Plan 8 9 20 22 30 Appendix Development Data By Traffic Zone CHAPTER I INTRODUCTION BackQround The Transportation Study was completed in 1997 and identified some deficiencies in the transportation infrastructure of the City of Winter Springs' local system for the projected 2010 traffic loadings. These deficiencies were corrected by projects performed by FDOT and Seminole County. No major deficiencies were identified for 2010 for the roadways controlled by the City of Winter Springs. In subsequent updates in December, 1999, Supplement No.1, and in February, 2001, Supplement No.2, the Traffic Study was updated by traffic counts and changes in projects. Roadways identified for improvements included U.S. 17-92, S.R. 434, Seminola Boulevard, Lake Drive, and Tuskawilla Road, which are under the control of the County and FDOT. The U. S. 17-92 six-lane improvement project from Shepard Road (Winter Springs) south to Melody Lane (Casselberry) has been completed. State Road 434 has been improved to four lanes from S.R. 419 to the Greeneway, providing four lanes through to U.S. 17- 92. Seminola Boulevard has been improved to four lanes; Tuskawilla Road has been improved to four lanes divided from S.R. 434 to Red Bug Road; and Lake Drive is currently under design for four lanes divided with a realignment and direct connection to Seminola Boulevard. This Supplement NO.3 updates the 1997 study and Supplements No. 1 (December, 1999) and NO.2 (February, 2001) to acknowledge these improvements and the ones also constructed by the City. No changes were made to the land use, existing uses, or projected development. We are presenting current data to allow for a comparison of where we were in 1996 and where we are today. We can also use this data to evaluate the accuracy of our projections. Roadway capacities have been updated based on the FDOT 2002 Level of Service Handbook, the latest edition of this reference/manual. In Supplement NO.1 we addressed that a collector road system was required for the undeveloped area around City Hall. This area has been designated as the Town Center and is scheduled for continued growth within the planning period. The roadway collector system identified in Supplement No. 1 has been expanded to serve more of this area. Since these roads are for new growth, the funding is projected to come from the transportation impact fee. This collector system is shown on the attached revised drawings and now includes improvements to Orange Avenue, which would eventually go through Central Winds Park and connect to S.R. 434 west of the park. Only updated materials are attached to this supplement. The overall traffic study remains valid and all supplements and the original document are to be considered as a whole item and not separately or independently. Purpose The primary purposes of Supplement NO.3 are as follows: 1. Update traffic counts to analyze trends and to verify that the projections of the original Study in 1997 were reasonably accurate. Also, monitor that concurrency efforts are City of Winter Springs Transportation Study - Supplement NO.3 Page 1 effective. 2. Analyze projects and determine whether updates are required, such as addition or deletion, i.e., define new capital improvements plant to maintain a satisfactory level of service. a. Update Table 15, 2010 Road Needs - Developer and Other Funding. b. Update Table 15A - State and County Road Projects Adjacent to Winter Springs. c. Update Table 16 - 2010 Road Needs - City of Winter Springs Funding. 3. Monitor the plan to verify that the roadway improvements needed or required are in accordance with the long-range needs of the City. 4. Review and update current financial resources available for transportation funding in the City. MethodolOQV This Supplement No. 3 utilizes existing available data to monitor and update the original planning document. New computer modeling was not performed nor were counts made on city roadways. We have updated the proposed development of the vacant areas with known and projected projects. If significant changes are made, they are noted in the reports. Summary and Conclusion Based on available information, the City network is operating within normal parameters and within established goals/capacities. S.R. 419 is at or exceeds lOS "0" criteria and any increased development along the S.R. 419 corridor from S.R. 434 to U.S. 17-92 will require a traffic analysis prior to approval. Existing and future roadway project needs are identified in Tables 15, 15A and 16. City of Winter Springs Transportation Study - Supplement NO.3 Page 2 CHAPTER II FINANCIAL RESOURCES ANALYSIS Local governments continually confront the fiscal situation of ever increasing demands for services and capital facilities contrasted with declining assistance from traditional State and Federal sources. The State Comprehensive Planning legislation mandates that adequate infrastructure capacity be present or programmed by the governing jurisdiction as a condition precedent to new development approval. The local manifestations of these policy changes are two-fold. First, local governments must develop alternative funding strategies to accommodate new growth and development. Second, the local government must ensure that the timing of the revenue collections and the subsequent improvement construction are such that new infrastructure capacity is available when required to accommodate new growth. For purposes of the Supplement to the Transportation Study, funding will only be evaluated from the perspective that projects contained herein are growth-induced. In cases where a roadway improvement is clearly required to satisfy travel demand related to new growth and development, local governments are entitled to pass this cost along to development in the form of regulatory fees collected prior to the occupancy of the building. On the other hand, highway construction required as a result of existing capacity deficiencies must be funded through traditional general revenue sources. These deficiencies are being covered by other City programs and resources. The transportation impact fee should provide the City of Winter Springs with sufficient revenue to maintain the desired level of services on the highway network within its jurisdiction and periodic changes to this fee are required due to inflation and project changes. Financial Analysis Format This analysis evaluates the City of Winter Springs Transportation Impact Fee Funding to establish the following: 1. Historical revenue collection and expenditure patterns; 2. Project revenue sources available to amortize any roadway deficiencies and/or construct growth induced improvements; 3. Provide a Capital Improvement Program format for the next five-year period of 2005 to 2010. Data Base Data for this portion of the report have been taken from the following sources: 1. City of Winter Springs Annual Budgets. 2. City of Winter Springs Annual Financial Statements. All data contained herein have been provided by the City of Winter Springs and are shown in Table A-1 and represent all funding sources and expenditures for transportation purposes available to the City. City of Winter Springs Transportation Study - Supplement No.3 Page 3 Local Option Gas Tax Winter Springs utilizes the Local Option Gas Tax (LOGT) funds for re-surfacing, minor roadway improvements and maintenance of existing roads. All funds have been allocated from this fund to improve existing deficiencies and maintenance and are not available for construction of the growth related roadway improvement projects. One-Cent Sales Tax Seminole County, in conjunction with the individual cities in Seminole County, has a one-cent sales tax which is used specifically in the County for transportation/roadway improvements. City projects were identified in the referendum passed by the voters. Federal Revenue Sharin" (FRS) This revenue source has typically not demonstrated stability in year-to-year appropriations. Local entitlements are always uncertain as a result of the Federal budget process, and the program is always in danger of termination. For these reasons, it is recommended that this revenue source be considered expendable. The City of Winter Springs should not consider funding any critical roadway project primarily from FRS funds. Instead, to the extent that FRS funds are available, if at all, the City should accelerate its Capital Improvement Program, or consider adding projects which are not considered financially feasible when using only hard revenue sources. Special Assessment Proiects During the past thirty years, the City of Winter Springs has only used this mechanism on improvements to Moss Road from S.R. 434 to SR. 419. It is recommended that the City of Winter Springs use special assessment projects as little as possible to improve local streets. General Fund Appropriations These revenues, generally derived from ad valorem assessment, are not used for funding major capital improvements in the roadway system. They are appropriated to repair and replacement (R&R) expenditures, and to operation and maintenance (O&M) expenditures. In addition, these revenues are generally used for major debt service by most cities in the State of Florida. The City of Winter Springs has adhered to these principles during the five-year period of the financial inventory. Transportation Impact Fees These are fees collected from new development/growth for the construction of new and improved roadways. The improvements must provide capacity for growth. Impact fees are not used for correcting existing roadway deficiencies or repair and maintenance projects. These funds are used to provide roadway capacity when and where it is needed in a timely fashion in order to allow growth in an orderly fashion. It is advisable to periodically review the projects funded by impact fees to determine that the funds are going to the area with the most need. City of Winter Springs Transportation Study - Supplement NO.3 Page 4 Table A-1 TRANSPORTATION IMPACT FEE FUND Projected FY 02/03 FY 03/04 FY 04/05 Description of Revenues Actual Actual Budget Interest Earned $ 28,193 $ 15,000 $ 13,500 Residential Impact Fees $198,682 $120,000 $140,000 Commercial Impact Fees $125.089 $140.000 $100.000 TOTAL TRANSPORTATION IMPACT FEE REVENUES $351,964 $275,000 $253,500 Appropriation from Fund Balance $ 0 $521.500 $275.000 TOTAL TRANSPORTATION IMPACT FEE REVENUES AND APPROPRIATIONS FROM FUND BALANCE $351.964 $796.500 $528.500 Description of Expenditures Consulting Services $ 26,180 $ 11 ,500 $ 25,000 Unrecognized Gain/Loss $ 3,661 $ 0 $ 0 Transfer to General Fund (proj. Adm. Reimb.) $ 39,000 $ 0 $ 0 30006 CIP-SR 434/Central Winds Parkway Signal $113,618 $ 20,000 $ 0 30007 CIP-Deceleration Study $ 0 $ 20,000 $ 0 30008 CIP-Fisher Road $ 39,268 $675,000 $ 0 30021 CIP-419/Moss Turn Lane $ 1 ,460 $ 50,000 $275,000 30022 CIP-SR 434/Doran Dr Signal $ 0 $ 20.000 $225.000 TOTAL TRANSPORTATION IMPACT FEE EXPENDITURES $223,187 $796,500 $525,000 Appropriation to Fund Balance $128.777 $ 0 $ 3.500 TOTAL TRANSPORTATION IMPACT FEE EXPENDITURES & APPROPRIATIONS TO FUND BALANCE $351.964 $796.500 $528.500 CHANGE IN FUND BALANCE FUND BALANCE - October 1 $1,256,905 $1,385,682 $864,182 APPROPRIATION TO (FROM) FUND BALANCE $ 128.777 ($ 521.500) ($271.500) FUND BALANCE - September 30 $1.385.682 $ 864.182 $592.682 Source: City Records / Note: Projected Actual is unaudited data. City of Winter Springs Transportation Study - Supplement No.3 Page 5 Roadwav Revenue Resources As noted earlier, this review emphasizes only hard revenue sources. Therefore, while Federal Revenue Sharing or State DOT discretionary funding may playa role in funding some roadway segments, this analysis assumes that only those revenues identified as hard revenue sources will be used to fund improvements. Table 1 Available Transportation Revenues for Roadway Improvements One Cent Sales Tax Transportation Impact Fees City of Winter Springs Transportation Study - Supplement No.3 Page 6 CHAPTER III TRANSPORTATION PLAN This Chapter documents the updating of the transportation plan for the City of Winter Springs. This Supplement was developed using procedures and data from similar planning activities in the surrounding jurisdictions as well as previous documents. The City of Winter Springs is an integral part of the Orlando Urban Area. In order to be compatible with planning efforts in the Orlando area, extensive use was made of data sources from the "Metroplan Orlando (2005 Long Range Transportation Plan)" and the "Seminole County Transportation Management Program (TMP) and the "State of Florida District Five Construction - Seminole County", Goals and Obiectives No changes are purposed or required to the traffic circulation Goals and Objective of the Comprehensive Plan. ExistinQ Conditions To plan for the future transportation of the City of Winter Springs, a complete understanding of the community's existing transportation system is necessary and an ongoing analysis of the system is required. This includes a thorough understanding of existing transportation conditions and existing transportation deficiencies. To accomplish this, an extensive data collection and review process was accomplished This effort included an evaluation of the previous categorization of the existing roadways in the city and their functional use or classification, an evaluation of existing traffic flows within the city and its surrounding area as revealed in daily and peak hour traffic counts, an update of the development data for the area, and a review of existing transportation plans within the area including the city, county and the region. Study Area - The development of a transportation plan update for the City of Winter Springs requires an evaluation of transportation plans and systems in the city and the surrounding area. In addition to the City's Comprehensive Plan, current transportation planning activities consider Metroplan Orlando, which is defined as Seminole, Orange and Osceola County, and the State of Florida Department of Transportation. The study area is shown in Figure 1. This study area is generally bounded on the north by Lake Jesup, on the east by the north-south section of S.R. 434, on the south by Red Bug Lake Road, and on the west by U.S. 17-92. These boundaries are compatible with traffic zone boundaries established in Seminole County. Functional Classification of Existinq System - Seminole County has developed a set of definitions in order to functionally classify the roadways in the county according to their usage. These definitions were adopted as a part of this study effort so that compatibility with local planning efforts could be maintained. The list of the roadways within the study area boundary is shown in Table 2. The functional classifications are described below and also shown in Figure 2. City of Winter Springs Transportation Study - Supplement NO.3 Page 7 I, I .....;. - "4-~ '1 ~ :,...,.,.~. 1 ~I ~~ ~ .a\ Ii; ~. /!l!" .' ". . 'I1SA I ~., \ ,W 'SANFORD."...~ ~~, :' ~ ; J I 1-4.kt"*'&m~ ~ tl'''l, " Fl. "~ r;' I.' 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Planners/ Landscape Architects ~ Environmental Scientists Construction Management www.cphengineers.com 1117 East Robinson Stred, Orlando, FL 32801 PholU: 407.425.0452 Fa: 407.648.1036 Scale: NONE @2004 STUDY AREA LOCATION FIGURE 1 Date: 1-10-2005 Job No.: W04124 CITY OF WINTER SPRINGS TRANSPORTATION STUDY - REVISED 1-10-05 Page 8 Certificate of Authorization No. 3215 ~ C') ~ ci en rn u. .. z ---ems: t-= 0 Z :J: l- I- (110.l) z :::> w 0 :E C/) W ~ ~ ~ 0 Z Z (!) S z z <{ ::::i ~ <C :::> :::> :J: ~ 0 0 0:: l- e ~ ~ 0 a:: ci w -l I- 0 C/) <C 0:: 0:: () C/) ~ a:: a:: 0 ii: 0 0 w w UJUJ 0- W l- I- -l Z I-C/) 0 I- () () -l z:::> 0:: a:: w w 0 :5 UJo 0- <C -l -l () LL -l -l co -l 0 0 -l 0 0 <C () <C 0 0- () 0- a:: N U 0:: a:: () w z 0 0 lD It) -, z :E 0 ii: <C Z :::> :::> 0 N 0- :E :E :E z . . . I 0 . I @ z w . (!) I w . -l ci a:: UJ ::.:: ::i (!) :::> co o UJ a:: SUPPLEMENTAL NO.3 Date: 1-10-2005 2004 EXISTING ROADWAY CLASSIFICATIONS AND NUMBER OF LANES @2004 _Engineers Surveyors ~. Planners/Landscape Architects IIii Environmental Scientists Construction Management www.cphengineers.com 1117 East Robinson Street, Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 Scale: NONE FIGURE 2 Job No,: W04124 CITY OF WINTER SPRINGS TRANSPORTATION STUDY - REVISED 1-10-05 Page 9 Certificate of Authorizlltion No, 3215 TABLE 2 (Revised January 2005) 2004/2005 FUNCTIONAL CLASSIFICATION WINTER SPRINGS TRANSPORTATION STUDY Freeways Eastern Beltway (State) Principal Arterials (State) 1 ) 1 ) 2) Maior Collectors (County) S.R. 434 S.R.419 Minor Collectors (County) 1 ) 2) 3) East Lake Drive Red Bug Lake Road Tuskawilla Road 1 ) 2) 3) Municipal Collectors (City) 1) Bahama Road - Shore Road to Moss Road 2) Dyson Drive - Tuskawilla Road to Shetland Avenue 3) Edgemon Avenue 4) Fisher Road 5) Greenbriar Lane - Northern Way to Winter Springs Boulevard 6) Hayes Road - S.R. 434 to Bahama Road 7) Moss Road - SR. 419 to Panama Road 8) Northern Way - All 9) Panama Road - Shore Road to Edgemon Avenue 10) Shepard Road 11) Sheoah Boulevard - Shepard Road to S.R. 434 12) Shore Road - Panama Road to End 13) Winding Hollow Boulevard - S.R. 434 to End 14) Winter Springs Boulevard - Tuskawilla Road to Eastern Beltway 15) Trotwood Boulevard - Tuskawilla Road to Northern Way 16) Tuscora Drive - S.R. 434 to Northern Way 17) Vistawilla Drive - S. R. 434 to Northern Way 18) Tuskawilla Road - North of S.R. 434 19) Town Center East Collectors - S.R. 434 to Tuskwilla 20) Orange Avenue Collector (Proposed) 21) Southwest Loop - Town Center 22) Southeast Loop - Town Center 23) Doran Drive 24) Blumberg Boulevard 25) Tree Swallow 26) Cliff Rose Drive 27) Central Winds Park Way 28) Spine Road (Town Center North and South) City of Winter Springs Transportation Study - Supplement No.3 Dodd Road Eagle Boulevard Shepard Road - U.S. 17-92 to Winter Springs City Limit Page 10 The basic classification system consists of the following fiye (5) components: Residential - A residential street functions only to serve a local residential community and does not connect any higher classified roadways. Local - The primary functions of a local street or highway is to serve the adjacent property by providing the initial access to the highway network. These facilities are characterized by short trip lengths, low speeds and small traffic volumes. The design of the networks should be directed toward eliminating traffic from these facilities. Collector - Collectors are intended to serve as the connection link for local streets and highways and to provide intra-neighborhood transportation. The traffic characteristics generally consist of relatively moderate trip lengths and moderate speeds and volumes. Access to collectors should be restricted to local streets and highways and major traffic generators. Collectors should penetrate neighborhoods without forming a continuous network, thus discouraging through traffic which is better served by arterials. Streets or highway may be classified as major or minor depending upon the traffic volume. . Minor - (Examples: Chapman Road, Lake Emma Road and Longwood-Lake Mary Road) · Major - (Examples: Central Parkway, Red Bug Lake Road and Wekiva Springs Road) Arterials - Arterial streets and highways are intended to serve moderate to large traffic volumes traveling relatively long distances. Requirements for speed and level of service are usually quite high. Access to arterials should be well controlled and, in general, limited to collector streets and highways. Arterials are used to surround neighborhoods and connect widely separated rural and suburban communities. The arterial system should form a continuous network designed for a free flow of through traffic. In urban areas drivers will generally accept lower speeds and level of service. Economic constraints in urban areas are also generally more severe. Minor modifications in design criteria are, therefore, appropriate for urban streets. . State Roads - (Examples: Interstate 4, U.S. 17-92 and S.R. 436) · Urban Arterials - Serve moderate to large traffic volumes traveling relatively long distances. (Examples: Airport Blvd., Howell Branch Road and Tuskwilla Road) Freeway - A freeway is a limited access divided arterial street or highway with a minimum of two lanes in each direction. Access of these facilities is completely controlled and is accomplished by special auxiliary lanes. The function of a freeway is to serve large traffic volumes traveling long distances at high speeds. The safety and operational characteristics should be developed to the highest level. Existinq Traffic Counts - Seminole County maintains a comprehensive traffic counting program within the study area and the city. The most recently published counts from this agency were reviewed and posted within the study area. These county counts were available for 2004 and City of Winter Springs Transportation Study - Supplement NO.3 Page 11 are summarized in Table 3. Municipal collectors are not counted by Seminole County; thus, the City retained a subconsultant in February 2001 as part of Supplement Number 2 to perform machine counts on all of the roadways, shown in Table 4A. Table 4 - 1996 Average Annual Daily Traffic Count Results was updated as Table 4A - 2001 Average Annual Daily Traffic county Results (replacing Table 4 in Supplement Number 2 and is provided herein for information); Table 5 - 1996 Average Annual A.M. and P.M. Peak Hour Traffic County Results was not updated and is included from the original study report for information; Existinq Transportation Plans - Metroplan Orlando has produced a transportation plan that includes the Winter Springs Study Area. This plan has been reviewed and updated. A listing of the transportation improvements presently planned and programmed for the City of Winter Springs study area is provided in Table 6 - Programmed and Planned Highway System Improvements. This table was updated to match area governmental and planning agency plans. Update Development In order to detail the transportation improvements that are needed in a particular area, the future demand for transportation facilities must be quantified and periodically updated. This is normally done by using forecasts of future socioeconomic activity to generate future trip making potential. These trips are then assigned to a network in order to determine the transportation facilities necessary to meet these demands. Socioeconomic Forecast - The basis for the forecast of socioeconomic (SE) data for the January 2005 Winter Springs Transportation Study Update was developed by the consultant with the cooperation of the City of Winter Springs. The 1996 Winter Springs Transportation Study involved the creation of 29 micro-zones within the City as previously described. The micro-zones were updated to match existing Seminole County traffic zones. These micro-zones permitted the kind of detailed analysis of socioeconomic growth that is critical to the detailed forecasts of future traffic that was required in order to fully measure transportation impacts on municipal collector streets. This type of detailed analysis was accomplished for the micro-zones within the city and changes to the previously published socioeconomic projections for the city resulted. The final 2010 forecast of socioeconomic data for the 29 micro-zones within the city is provided in the Appendix. It is important to understand that this 2010 city projection is based on current vested projects, approved PUDs and growth trends. Final Transportation Plan Table 6 shows the currently programmed and planned transportation projects affecting the Winter Springs Transportation Area. The computer modeling was not redone as part of this Supplement No 3. Transportation improvements needed within the City Limits that are funded by sources other than the City or are under the jurisdiction of the State or County are shown in Table 15. Other related State and County projects/items are described in Table 15A. Transportation projects within the City Limits that are the City's responsibility are shown in Table 16. City of Winter Springs Transportation Study - Supplement NO.3 Page 12 f Table 3 2004 DAILY SEMINOLE COUNTY COUNTS WINTER SPRINGS TRANSPORTATION STUDY UPDATE Roadway Location 2004 ADT U.S. 17-92 Dog Track Road to S.R. 434 51,190 S.R. 434 toS.R.419 39,579 S.R. 434 S.R. 419 to Belle Avenue* 25,731 Belle Avenue to U.S. 17-92* 24,410 S.R. 419 to Tuskawilla Road 29,983 Tuskawilla Road to Springs Avenue 21,008 Spring Avenue to Eastern Beltway 22,091 S.R.419 S.R. 434 to Edgemon Avenue 16,808 Edgemon Avenue to U.S. 17-92 19,265 Red Buq Lake Road Eagle Circle to Tuskawilla Road* 37,300 Tuskawilla Road to Rising Sun* 33,757 Rising Sun Boulevard to Slavia Road* 30,230 Slavia Road to Eastern Beltway 28,307 Tuskawilla Road SR. 434 to Trotwood Boulevard 20,294 Trotwood Boulevard to Winter Springs Boulevard 23,044 Winter Springs Boulevard to Dyson Drive 23,898 Dyson Drive to E. Lake Drive 28,150 E. Lake Drive to Eagle Boulevard 30,532 Eaqle Boulevard to Red Bug Lake Road 31,981 Red Bug Lake Road to Dike Road 30,731 E. Lake Drive Seminola Boulevard to Park Drive* 13,338 Park Drive to Sterling Oak Drive* 11 ,324 Sterling Oak Drive to Azalea Road* 12,171 Azalea Road to Tuskawilla Road* 11,600 Eagle Boulevard Dodd Road to Tuskawilla Road 7,113 *Sample point revised by the County after the original study was completed in 1997. City of Winter Springs Transportation Study - Supplement NO.3 Page 13 -- rJJ. ~ ~ ~ o ~ >- E-- .-c U '-' rJJ. 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'0 c: <Jl CIl 3= Q) ::c CIl I- .~ ..c: I- LU I- o Z TABLE 6 (Revised January 2005) PROGRAMMED AND PLANNED HIGHWAY SYSTEM IMPROVEMENTS WINTER SPRINGS TRANSPORTATION STUDY AREA Roadway Segment Improvement programmed1 Planned 3 S,R. 434 US 17-92 to SR 419 Traffic Control 2004/2006 Lake Drive Seminola Boulevard to Add 2 Lanes 2002-2005 Tuskawilla Road Moss Road S.R. 434 to S.R. 419 Add 2 Lanes 2005-2010 Red Bug Lake SR 436 to Eagle Circle Widen to 6 2000-2005 Rd Lanes Seminola Blvd. US 17-92 to Lake Drive Widen to 6 20153 Lanes U.S, 17-92 Shepard Road to Lake Add 2 Lanes Design 2006/2007 20103 Mary Boulevard ROW -2008-2009 SR 419 Moss Road Turn Lane 2004-2005 SR419 SR 434 to US 17-92 Turn Lanes 2005/2006 Pavement Overlay SR 426 Mitchell Hammock To Widen to 4 2006/2007 Pine Street Lanes SR 426 Pine Street to SR 434 Widen to 4 20103 Lanes 1. Contained in construction program of FDOT or Seminole County. 2. Latest date based on need. 3. 2025 Long Range Transportation Plan. City of Winter Springs Transportation Study - Supplement No.3 Page 16 Level of Service Policies - Level of service (LOS) standards are essential for transportation planning to determine both existing traffic conditions as well as project future deficiencies and required facility improvements. The LOS of a roadway or roadway section analyzes the conditions of an existing facility in terms of its operating condition. There are six levels of service used in transportation planning that are ranked in descending order of safety and convenience of travel from Level A to Level F. A description of the accepted service levels is as follows: Level of Service Description A Highest quality of service of a particular segment can provide. General condition of free flow in which there is very little or no restriction on spread or maneuverability caused by the presence of other vehicles. B Reasonable unimpeded traffic and stable flow. Ability to maneuver within the traffic stream is only slightly restricted, and stopping delays are not bothersome. C Characterized by stable flow, but restrictions in freedom to select speed, to change lanes, or to pass is becoming restricted for most drivers. D Approaching unstable flow. Tolerable average operating speeds are generally maintained but are subject to considerable and sudden variation. Driving comfort and freedom to maneuver are low because of increased lane density, adverse signal progression, inappropriate signal timing, or some combination of these factors. E Indicates significant delays and lower operating speeds. Such operations are caused by some combination of adverse progression, high signal density, extensive queuing at critical intersections, and inappropriate signal timing. Driving comfort is low and accident potential is high. F Forced flow operations at extremely low speeds. Roadway tends to act as a storage area and intersection congestion is likely at critical signalized intersections, with high approach delays resulting. Adverse signal progression is frequently a contributor to this condition. City of Winter Springs Transportation Study - Supplement NO.3 Page 17 The FDOT outlines in their "Quality/Level of Service Standards Handbook (2002)" the minimum acceptable operating LOS standards. Table 7 was not revised. TABLE 7 STATEWIDE MINIMUM LEVEL OF SERVICE STANDARDS FOR THE STATE HIGHWAY SYSTEM (Urbanized Areas Over 500,000) Transitioning Existing Inside Transportation Urbanized or Urbanized Concurrency Management Incorporated Rural Roadway Type Areas Areas Areas Areas Freeways D D C B Other Multi-lane D * C B Two-lane D * C C *Means that level of service standard will be set in a transportation mobility element that meets requirements of Rule 9J-5.0057. The City of Winter Springs has established an LOS D in their Comprehensive Plan. This corresponds with FDOT recommendations. Level of Service standards have been reduced to daily roadway capacity (service volumes) terms in order to permit assessment of both existing and forecast conditions. The FDOT daily roadway capacities as shown in Table 8 for LOS D were used (boxed service volumes). Existinq Deficiencies - Given the standards defined above, the existing roadway system in the study area and the City of Winter Springs were evaluated (see Table 14A). This evaluation was based upon existing roadway volumes as documented in the previous discussion on traffic counts. These analyses indicated that only S.R. 419 from S.R. 434 to U.S. 17-92 and U.S. 17-92 from S.R. 434 to S.R. 419 are currently at or exceeding capacity LOS D. S.R. 419 is not contained in Table 6 as committed improvement projects. U.S. 17-92 currently exceeds LOS D criteria and is on the FDOT planned list and is shown in Table 6. City of Winter Springs Transportation Study - Supplement NO.3 Page 18 T ABLE 8 GENERALlZEO ANNUAL AVERAGE DAILY VOLUMES FOR FLORIOA'S URBANIZED AREAS* ( UNINTERRUPTED FLOW IDGHWAYS Level of Service Lanes Divided A B C D E 2 Undivided 2,000 7,000 13,800 19,600 27,000 4 Divided . 20,400 33,000 47,800 61,800 70,200 6 Divided 30,500 49,500 71,600 92,700 105,400 STATE TWO-WAY ARTERIALS Class I (>0.00 to 1.99 signalized intersections per mile) , Level of Servi~ Lanes Divided A BCD ' E 2 Undivided .. 4,200 13,800 16,400 16,900 4 Divided 4,800 29,300 34,700 35,700 ... 6 Divided 7,300 44,700 52,100 ~ ... 8 Divided 9,400 58,000 66,100 67,800 ... Class II (2.00 to 4.50 signalized intersections per mile) Level of Service Lanes Divided A B C --rr E 2 Undivided .. 1,900 11,2 00 15,400 16,300 4 Divided .. 4,100 26,000 32,700 34,500 6 Divided .. 6,500 40,300 ~ 51,800 8 Divided .. 8,500 53,300 63,800 67,000 Class III (more than 4.5 signalized intersections per mile and not within primary city central business district of an urbanized area over 75 0,000) FREEWAYS Interchange spacing ~ 2 mi. apart Level of Service Lanes A B C D E 4 23,800 39,600 55,200 67,100 74,600 6 36,900 61,100 85,300 103,600 115,300 8 49,900 82,700 115,300 140,200 156,000 10 63,000 104,200 145,500 176,900 196,400 12 75,900 125,800 175,500 213,500 237,100 Interchange spacing < 2 mi. apart Level of Service Lanes A B C D E 4 22,000 36,000 52,000 67,200 76,500 6 34,800 56,500 81,700 105,800 120,200 8 47,500 77,000 111,400 144,300 163,900 10 60,200 97,500 141,200 182,600 207,600 12 72,900 118,100 170,900 221,100 251,200 BICYCLE MODE (Note: Level of service for the bicycle mode in this table is based on roadway geometrics at 40 mph posted speed and traffic conditions, not number ofbicyclists using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/ Level of Service Bicycle Lane Level of Service Lanes Divided A B C D E Coverage A B C D E 2 Undivided .. .. 5,300 12,600 15,500 0-49% .. .. 3,200 13,800 > 13,800 4 Divided .. .. 12,400 28,900 32,800 50-84% .. 2,500 4,100 >4,100 ... 6 Divided .. .. 19,500 44,700 49,300 85-100% 3,100 7,200 >7,200 ... ... 8 Divided .. .. 25,800 58,700 63,800 Class IV (more than 4.5 signalized interse<;ti ons per mile and wi thin primary ci ty central business district of an UIbanized area over 750,000) Level of Service Lanes Divided A B C D E 2 Undivided .. .. 5,200 13,700 15,000 4 Divided .. .. 12,300 30,300 31,700 6 Divided .. .. 19,100 45,800 47,600 8 Divided .. .. 25,900 59,900 62,200 PEDESTRIAN MODE (Note: Level of service for the pedestrian mode in this table is based on roadway geometrics at 40 mph posted speed and traffic conditions, not number of pedestrians using the facility.) (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Level of Service C D .. 6,400 .. 9,900 11,300 > 11,300 Sidewalk Coverage 0-49% 50-84% 85-100% A B E 15,500 19,000 ... .. .. .. .. .. 2,200 NON-STATE ROADWAYS BUS MODE (Scheduled Fixed Route) Major City/County Roadways (Buses per hour) Level of Service (Note: Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow.) Lanes Divided A B C ~ E Level of Service 2 Undivided .. .. 9,100 15,600 Sidewalk Coverage A B C D E 4 Divided ... .. 21,400 31100 32,900 0-84% .. >5 ~4 ~3 ~2 6 Divided .. .. 33,400 46,800 49,300 85-100% >6 >4 ~3 ~2 ~1 Florida Department of Transportation Systems Planning Office 605 Suwannee Street,MS 19 ONE-WAY FACILITIES Tallahassee, FL 32399-0450 Decrease corresponding two-directional volumes in this table by 40% to http://wwwll.myflorida.comlplanning/systems/sm/losldefault.htm obtain the eQuivalent one directional volume for one-way facil ities. *This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Values shown are twcrway annual average daily volumes (based on K100 factors) for levels of service and are for the automobile/truck modes unless specifically stated. Level of service letter grade thresholds are probably not comparable Jaoss modes and, therefore, cross modal comparisons should be made with caution. Furthermore, combining levels of service of different modes into one overa1.l roadway level of service is not recommended. The table's input value de1iwIts and level of service criteria appear on the following page. Calculations are based on planning applications of the Highway Capacity Manual, Bicycle LOS Model, Pedestrian LOS Model and Transit Capacity and Quality of Service Manual, respectively for !be automobile/truck, bicycle, pedestrian and bus modes. "Cannot be achieved using table input value defaults. ...Not applicable for that level of service letter grade. For automobile/truck modes, volumes greater than level of service D become F because intersection capacities have been reached. For bicycle and pedestrian modes. the level of service letter grade (including F) is not achievable, because there is no maximum vehicle volmne threshold using table input value defaults. Lanes Divided 2 Undivided 4 Divided Other Signalized Ro adways (signalized intersection analysis) Level of Service - BCD .. 4,800 10,000 .. 11,100 Zl,70Q E 12,600 25,200 02/22/02 A .. .. .source: Lanes 2 2 Multi Multi ARTERIALlNON-STATE ROADWAY ADJUSTMENTS DIVIDED/UNDIVIDED (alter corresponding volume by the indicated percent) Median Left Turns Lanes Adjustment Factors Divided Yes +5% Undivided No -20% Undivided Yes -5% Undivided No -25% 85 Page 19 en .. z ---cm.o: .....= z ~ ("') '<t 6' (/) L~v .~.~ 0 ..J (/) iL '3A'" C ~ w E)NI~dS w w () () ~ :> 0::: 0::: W 0 (/) @ (/) LL ..J 0 <( ..J ::> W 0 > ~ w ONVlJ.3HS I- ..J Z I- W Z @ U w @ 0:: u:: 0::: w ::> c () Ci I @ z w <.9 w ..J ci a:: a:: w Q @ ~ w :5 ~ :5 <.9 ::> lD Q <9 w a:: _Engineers Surveyors ~. Planners/Landscape Architects _ Environmental Scientists Construction Management www.cphengineers.com 1117 ERst Robinson Street, Orlando; Fl. 32801 Phone: 407.425.0452 FlU: 407.648.1036 SUPPLEMENTAL NO.3 ~ '<t ~ rn @ ...y~p. 0' Scale: NONE Date: 1-10-2005 @2004 2004 EXISTING DEFICIENCIES AND LOS FIGURE 3A Job No.: W04124 CITY OF WINTER SPRINGS TRANSPORTATION STUDY - REVISED 1-10-05 Page 20 Certificate of Authorization No. 32lS Table 9 was used to determine trip generation for future/projected and known development for the original model/study and was not revised for Supplement Number 3. TABLE 9 TRIP GENERATION EXPRESSIONS (VEHICLE TRIPS) Winter Springs Transportation Study - 2004 PRODUCTION EQUATIONS Homebase Work = 1.41 (Dwelling Units) + 0.32 (Hotel-Motel Rooms) = 1.37 (Dwelling Units) + 0.48 (Hotel-Motel Rooms) Homebase Shopping Homebase Pers.-Bus. = 0.68 (Dwelling Units) + 0.48 (Hotel-Motel Rooms) Homebase Social-Rec. = 0.76 (Dwelling Units) + 0.96 (Hotel-Motel Rooms) Homebase School = 0.83 (Dwelling Units) Non-Homebased = Same as attractions ATTRACTION EQUATIONS Homebase Work = 0.43 Retail Employment + 1.13 Other Employment - 8.15 Homebase Shopping = 4.20 Retail Employment + 12.06 Homebase Pers.-Bus. = 0.23 Single Dwelling Units + 0.54 Hotel-Motel Units + 0.59 Total Employment + 19.25 Homebase Social-Rec. = 0.30 Total Dwelling Units + 0.84 High School Attendance + 0.69 Retail Employment + 19.25 Homebase School = 0.08 (1-6 Attendance) + 0.13 (7-12 Attendance) + 3.02 Non-Homebased = 0.56 Total Dwelling Units + 3.80 Retail Employment + 0.32 Total Employment + 6.52 OTHER TRIP PURPOSE PRODUCTION AND ATTRACTION Truck Production = 0.96 Retail Employment + 0.37 Total Dwelling Units + 0.14 Other Employment + 27.56 Truck Attraction = Truck Trip Production Internal-External Attraction = 0.42 Retail Employment + 0.12 Total Dwelling Units + 0.13 Hotel-Motel Units + 0.01 Other Employment + 24.36 Internal-External Attraction = Calculated Through the Use of Growth Factors City of Winter Springs Transportation Study - Supplement NO.3 Page 21 _Engineers Planners -. Landscape Architects IIii Surveyors Construction Management www.cphengineers.com 1117 East Robinson Street, Orlando, FL 32801 Pirone: 4<)7.425.0452 Fax: 4<)7.648.1036 ~ I I ! ____ Z -G'II!I ~ ~ ~ . ~ CJ)0.. CJ<( ~~ a:CJ ~~ a:Z wz ~~ -0.. $a: LLW 01- ~~ O~ SUPPLEMENTAL NO.3 Scale: NONE Date: 1-10-2005 Job No.: W04124 C') ,.... z o ~ ~ z :J w o w z en 0 !:: N :2 u :J u: ~ ~ U I- ti z w (9 W -J @2003 2004 TRAFFIC ZONES FIGURE 4 CITY OF WINTER SPRINGS TRANSPORTATION STUDY - REVISED 1-10-05 Page 22 Certificate of Authorization No. 3215 NOTE: Tables 10, 11, 12 and 13 were not revised. Figures 5, 6 and 7 were not revised. City of Winter Springs Transportation Study - Supplement No.3 Page 23 "., o o N eM' d,- ;:l 0 a- ...... '-' Iioil U - ~ Iioil 00 ~~ oo~ ~o ~~ <Iioillioil ..,.~z -~~ r-1~z ~~- ~....Eo-< <<~ Eo-<~~ ~= <Eo-< 0- ~~ ..,. 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Planners/Landscape Architects IiIi Environmental Scientists Construction Management www.cphengineers.com lI17 ERst Rob1'nson Street, Orlando, FL 32801 Phone: 407.425.0452 FR%: 407.648.1036 Scale: NONE Date: 1-10-2005 @2004 NEEDED IMPROVEMENTS PLAN FIGURE 8 Job No,: W04124 CITY OF WINTER SPRINGS TRANSPORTATION STUDY - REVISED 1-10-05 Page 30 CertificAte of AuthorizlJtion No. 3215 Table 15 2010 ROAD NEEDS OTHER AGENCY FUNDING (Revised January 2005) Countv* 1. Improve Lake Drive from two (2) lanes to four (4) lanes from Tuskawilla to Seminola. (Under design) (Bids 2005) State* 1. Improve U.S. 17-92 from Shepard to Lake Mary Boulevard from four (4) lanes to six (6) lanes. (Under environmental review) 2. Improve SR 419 from SR 434 to U.S. 17-92 from two (2) lanes to four (4) lanes. Note: This project is not funded or planned by the State. NOTE: It appears that the City should start lobbying for improvements to SR 419 as current counts equal and/or exceed the existing roadway capacity. *See also Table 15A for additional information. City of Winter Springs Transportation Study -Supplement No.3 Page 31 Table 15A STATE and COUNTY ROAD PROJECTS ADJACENT TO OR WITHIN WINTER SPRINGS State - District Five Funded Projects 1. SR 434 from US 17-92 to SR 419 - Improve the traffic control devices/system. (City and State Joint Project) 2. SR 419 - Add right turn lanes at Moss Road ($100,000 contribution by State; City and State Joint Project). 3. SR 426 - Four-lane from Mitchell Hammock Road to Pine Street. (Design) State - Metroplan Orlando 2025 Long Range Transportation Plan (Source: Table 5-2; Summary Report, Technical Report No.5) 1. SR 426 from Pine Street to SR. 434 - Widen to 4 lanes. 2. US 17-92 from Shepard Road to Lake Mary Boulevard - Widen to 6 lanes. 3. Aesthetic/traffic improvement project on SR 434 from U.S. 17-92 to SR 419. (To be bid) 4. Resurface U.S. 17-92 from Shepard Road to Airport Blvd. (Bids 2006/2007) (Does not add capacity.) 5. Skid hazard overlay of SR 419 from SR 434 to U.S. 17-92. (Bids 2005/2006) (Does not add capacity.) 6. Grant ($100,000) to Winter Springs to pay for westbound left turn lane at Moss Road. (Under construction) (May add only minor capacity.) County - FY 2004/2005 1. Lake Drive from Seminola Boulevard to Tuskawilla Road - Reconstruct to 4 lanes. County - Metroplan Orlando 2025 Long Range Transportation Plan (Source: Table 5-2; Summary Report, Technical Report No.5) 1. Seminola Boulevard from US 17-92 to Lake Drive - Widen to 6 lanes. County - Metroplan Orlando 2025 Long Range Transportation Plan Unfunded Critical Needs (Source: Table 5-2; Summary Report, Technical Report No.5) 1. Red Bug Lake Road from SR 436 to Eagle Circle - Widen to 6 lanes. City of Winter Springs Transportation Study -Supplement NO.3 Page 32 Table 16 CITY ROAD NEEDS CITY OF WINTER SPRINGS FUNDING (Revised January 2005) Phase I 1. Improve Panama Road from Moss Road to Edgemon Avenue. (Completed) 2. Improve Hayes Road north of Bahama Road to existing paving on Hayes. (Completed) 3. Improve Moss Road from Panama Road north to existing paving on Moss Road. (Completed) 4. Replace Hayes Road bridge. (Completed) 5. Replace Moss Road bridge. (Completed) Phase II 1. Paving and drainage improvements to Bahama Road from Shore Road to Hayes Road. (Completed) 2. Paving and drainage improvements to Panama Road from Shore Road to Moss Road. (Completed) 3. Paving and drainage improvements to Fisher Road from Panama Road to City Limits. (Completed) 4. Add stacking lanes to Hayes Road at the S.R. 434 intersection. (Completed) Phase III 1. Upgrade Moss Road from SR 434 to SR 419 from two lanes to four lanes. * (Not Required/Deleted) 2. Improve Tuskawilla Road north of SR 434 (formerly Brantley Avenue). (Completed) 3. Construct Town Center collector road to accommodate new development. Roads will connect SR 434 and Tuskawilla Road for collection of traffic from this area. (Completed. Roads include Tuskawilla Road, Doran Drive and Blumberg Blvd.) City of Winter Springs Transportation Study -Supplement NO.3 Page 33 (Table 16 continued) Phase IV 1. Improve Winter Springs Boulevard to three-lane capability from Northern Way to Northern Way (east section). This will be accomplished by adding turn lanes at each intersection for both traffic flow directions.* (Not Required/Deleted from Project List.) 2. Paving and drainage improvements to Bahama Road from Shore Road to Moss Road. 3. Construct Orange Avenue as a collector road. 4. Construct Spine Road (North and South of S.R. 434). 5. Construct Tree Swallow. 6. Construct Central Winds Park Way. 7. Construct Cliff Rose Drive. 8. Construct Town Center Townhouse Road. 9. Construct Town Center Highlander Road. 10. Construct Town Center Southeast Loop. 11. Construct Town Center Southwest Loop. 12. Deceleration Lane Projects per Study by P.E.C. New Traffic Siqnals The following traffic signals on major intersections should be installed when warranted by using ITE standards. Signals shall be constructed using County mast arm standards: 1. SR 434 & Tuscora Drive 2. SR 434 & Vistawilla Drive (completed) 3. SR 419 & Edgemon Avenue (completed) 4. SR 419 & Moss Road. 5. SR 434 & Spine Road. 6. SR 434 & Orange Avenue. 7. SR 434 & Dora Drive (under construction). City of Winter Springs Transportation Study -Supplement NO.3 Page 34 CHAPTER IV CONCURRENCY PLANNING In 1985, the Florida Legislature adopted the "Growth Management Act", (Florida Statutes, Chap. 163) to provide a framework for local governments to use as they develop or modify their long- range Comprehensive Plans. One of the major provisions of this Act required local governments to insure that the public facilities and services that are necessary to support development, be available "concurrent" with the impacts of development. This means that all new development must be located where existing services are available or where there are plans and funds to provide these services. Obiective Of This Review Although the City of Winter Springs does not have a concurrency management ordinance for traffic, the City does monitor traffic impacts from new development. Since traffic studies are now required for new development, the City of Winter Springs can now determine if the development may occur based on current roadway capacities. Available Capacity Since the traffic model results are in Average Daily Traffic (ADT), daily capacity was used for this analysis. Peak hour traffic must be used in intersection analysis and for traffic impact studies (see following section). Where capacity is not available using ADT values, the applicant must show that peak hour traffic generated by the development will not cause any roadway link or intersection to exceed the LOS provided for in the Comprehensive Plan (LOS D). To maintain a consistent review, periodic updates to the plan and network are required to determine if capacity remains available. We recommend an annual update be performed and that a complete model with new traffic counts be performed in FY 2005/2006. Tables 17 and 18 should also be updated at that time and are not included in this Supplement. In order to assess and monitor the impact of new development and comply with concurrency requirements, a Traffic Impact Analysis (TIA) is required for all new development, with the exception of that provided by ordinance. The TIA will be used to determine the extent of site related traffic improvements, mitigation for off-site improvements, and will be used as the basis for concurrency determinations. For proposed developments that will add 300 or more new Average Daily Traffic (ADT) to adjacent roads, the TIA will provide a comprehensive assessment of the development's impact on the surrounding road system. For proposed developments that will add less than 300 new ADT, the TIA shall provide information regarding the development's impact on access points onto the adjacent street system. City of Winter Springs Transportation Study -Supplement No.3 Page 35 All developments with more than 300 ADT ("New Trips") shall be required to demonstrate that the additional vehicle trips generated by such development would not cause any road segment or intersection within the distances shown in Table 1 (primary impact area) to exceed the Levels of Service (LOS) as specified in the Comprehensive Plan. The primary impact area shall be determined by drawing a circle with a center point at the centerline of each development's access point(s), using the appropriate radius as provided in Table 1 based on the estimated "New" ADT. Any arterial or collector intersection that is captured within the primary impact area must be evaluated and shall be the starting point for a road segment that must also be evaluated; except that any intersection which cannot be reached by normal driving practices on a paved access from the development's access point may be excluded from the evaluation. City of Winter Springs Transportation Study -Supplement No.3 Page 36 TABLE 19 CITY OF WINTER SPRINGS PRIMARY IMPACT AREA FOR TRAFFIC IMPACT ANALYSIS (TIA) (DEVELOPMENTS WITH 300 OR MORE ADT) DAILY NEW TRIPS (ADT1) GENERATED PRIMARY IMPACT AREA (RADIUS) 300-1500 1501-5000 5001-10,000 10,001 + ~-Mile 1 Mile 2 Miles 3 Miles I Total and "Passer-by" trips to be determined form the latest edition of Trip Generation, Institute of Transportation Engineers or "Microtrans" software (Equations if available). "New Trips" include trips ends above those generated by existing use (parcel must be occupied within last 5 years to quality as existing) less "passer-by" trips. City of Winter Springs Transportation Study -Supplement No.3 Page 37 Definitions The following terms are used to help the procedures necessary for the TIA: Methodoloqy Meetinq - This is a meeting with the City of Winter Springs Staff to discuss the methodology that will be used to prepare the TIA. This meeting is strongly recommended for projects where the trip generation will be over 300 new daily (ADT). It is also suggested for projects where new trip generation is under 300 ADT. Intersection Analysis - Analysis of the Level of Service (LOS) of the intersection using the "Operation Analysis" ad defined by the Quality/Level of Service Handbook (latest edition). Site-Related Road Improvements - These are road capital improvements and right-of-way dedications for direct access improvements to the development in question. These include, but are not limited to: 1. Site Driveways and Roads; 2. Median cuts made necessary by such driveways or roads; 3. Right and left turn deceleration or acceleration lanes, leading to or from those driveways or roads; 4. Traffic control measures for those driveways or roads; 5. Access or frontage roads not considered in impact fee calculations; and 6. Roads or intersection improvements whose primary purpose at the time of construction is to provide access to the development. Traffic Siqnal Warrant Analysis - This is an analysis of the project's site(s) to verify whether a traffic signal will be required. It shall include, at a minimum, an investigation of Traffic Signal Warrants No.1, 2, 9 and 11 from the Manual of Uniform Traffic Control Devices (MUTCD), latest edition. This analysis may not be required if it can be shown that the traffic volumes are too low to warrant such analysis. The need for such analyses should be determined in the Methodology Meeting. Turn Lane - This means the width of pavement required to protect the health, safety and welfare of the public and reduce adverse traffic impacts from turning movements, generated by a development onto and off of a street. Such turn lanes would include separate left-turn, right- turn deceleration lanes, right-turn free-flow traffic lanes, and right-turn acceleration lanes. Traffic Generatinq Development - Land development designed or intended to permit a use of the land which will contain more dwelling units or floor space than the existing use of the land, or to otherwise change the use of the land in a manner that increases the generation of vehicular traffic. Trip End - A one-way movement of vehicular travel from an origin (one trip end) to a destination (the other trip end). For the purpose of this requirement, "trip" shall have the meaning which it has in commonly accepted traffic engineering practice. City of Winter Springs Transportation Study -Supplement NO.3 Page 38 APPENDIX DEVELOPMENT DATA BY TRAFFIC ZONE o o o o o r-- OOCOCO ~g~co o ..... ..... h:: Cl Q) ~ '-Q) ,5 .s::: 0 >"0 E 0 Ollij 't: S 5 Q)...J .s::: Jg <': -::: ~ (/) OQ)Q)OlC-Cl I~ lil f!! ~ 'E g '2 Q8~d3d38c% T"'""" T"'" T"'" T"'" T"'" T"'" r-- r-- r-- r-- r-- r-- r-- o ..... ..... Cl Cl Cl Cl Cl Cl po.. Cl .., CC) .., .... Cl Cl Cl N 10 N OClCOCOr--OMN r.o~CO~tO::~co .... 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Location and scope - TBD by study. Add turn lanes, upgrade signals, align lanes, add Ped X-Walks etc. to hi h accident intersections. Protective Reconstruction Rehabilitate deficient sidewalk installations and add to citywide network, based on plan. Miscellaneous locations. TOTAL WINTER SPRINGS Hickory Grove; Spine Road Reconstruction Intersection improvements SR 434; SR 419; Tuskawilla Road Reconstruction; Intersection improvements Improvements Reconstruction; Turn Lanes Improvements TOTAL '-. ,- r-- I ',"",~ .,...,,-., ,,...,. ,~) "'--' 1\" A Preliminary Cost Estimate $3.701 M $1 .194 M $1.790 M $3.164 M $2.388 M $2.568 M $.895 M $15.7 M $1.7 M $.9 M $1.3 M $.2 M $.959 M $.5 M $1.5 M $1.6 M $1.4 M $.725 M $1.8 M $.4 M $12.984 M 4 of 9 + ~w ~,~ e::::: ;X~ ~ o:~ .. C) ... I lri ,5'tl gg + ,~ ... ~ ....(/) 5i (I) o..Q C/) ~ .~-= t~ ~ ,0 'tJ;S C'l ,~~ = (/) (I) a ~ ~w IC) 0) c: o e.2 00::::: ~ N,E; ~ CW) ~~ tt as(l)~ :::::s .~() it u. . 'b -:--.. 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