The Issue Whether a railroad crossing located at Florida East Coast Line Railroad Mile Post 175.49 should be closed.
Findings Of Fact The City of Rockledge, Florida is constructing a road in the incorporated limits of the city, known as Rovac Parkway. The road has not been completed, but when completed, it will consist of two ten foot driving lanes running east and two ten foot driving lanes running west with a twelve foot median strip and fourteen foot shoulders. This road is scheduled to intersect the Florida East Coast Line Railroad at Mile Post 175.57, and would cross the railroad with the same given dimensions as described above. After crossing the railroad, the Rovac Parkway would intersect with U.S. 1, also known as State Road 5. There is pending with the State of Florida, Department of Transportation, an application far driveway permit from the Rovac Parkway into U.S.1 (State Road 5), and a copy of the application for permit is found in the City's Exhibit #4 entered into evidence in this hearing. The area for which the application for at-grade crossing pertains is zoned R-2. In the general area of the proposed crossing it is intended that a industrial plant be built by Rovac, Inc., a firm from Maitland, Florida. The Florida East Coast Line Railroad which runs through the City of Rockledge is a single track line which runs roughly north and south and 66 percent of the population of the City of Rockledge, is located west of the Florida East Coast Line Railroad, with the remaining 34 percent found east of the Florida East Coast Line Railroad. The population in the City of Rockledge at the time of the hearing was 11,467 people. If the subject railroad crossing was open and the Rovac Parkway completed, approximately 35 percent of the 66 percent of the population lying west of the Florida East Coast Line Railroad would be using the at-grade crossing. The nearest at-grade crossing with signalization is found 1/2 mile north of the proposed crossing at Barton Road, and the implementation of an at-grade crossing at the subject location would releave the traffic at Barton Road and promote safe crossing of the Florida East Coast Line Railroad found in the City of Rockledge. Immediately north of the proposed at-grade cressing and identified as Nile Post 175.49 is an unprotected at-grade crossing. This crossing services a roofing company which services the public and also services a number of homes in the immediate vicinity of the existing crossing. If the new at-grade crossing at Mile Post 175.57 were permitted, the people who utilize the crossing at Mile Post 175.49 would be serviced by the new crossing. This service would be affected by an extension of an existing road known as Edwards Drive, from its present location to intersect with Rovac Parkway at right angles immediately west of the intersection of the proposed crossing with the Florida East Coast Line Railroad. The land that is necessary for the extension of Edwards Drive has been deeded to the City of Rockledge but has not been dedicated, A and public hearings have been held on the question of the service of those persons in the vicinity at the present at-grade crossing, in addition to public hearings on the extension of Edwards Drive. The location of the proposed crossing and the existing crossing at Mile Post 175.49, and their relationship to other landmarks in the area can be seen through the City's Exhibit #13, admitted into evidence. At the time of hearing, eight north and south bound freight trains and two local freight trains operated in the vicinity of the present crossing at Mile Post 175.49 and the contemplated crossing at Mile Post 175.57. The time schedule for the northbound freight trains is 3:00 A.M., 4:00 A.M., 5:00 A.M., 9:00 A.M., 2:00 P.M., 3:00 P.M., 4:00 P.M. and 7:00 P.M. The time schedule for the south bound freight trains is 10:45 A.M., 3:45 P.M., 7:00 P.M., 8:00 P.M. 9:00 P.M., 10:45 P.M., 11:45 P.M. and 6:30 A.M. The two local freight trains run at approximately 4:00 A.M. and 12:00 noon. The speed limit in the area of the crossing at Mile Post 175.49 and the proposed crossing at Mile Post 175.57 is 60 WH for the railroad. There is a left curve approximately 1,550 feet south of the proposed crossing. All parties to the hearing feel that it is necessary to have signalization at the proposed at-grade crossing. The witness for the City acknowledged the need for such an arrangement. The spokesman for the Railroad felt that the crossing should be controlled by an automatic system with flashing lights, ringing bells, and gates, which was train activated, and the witness of the Department of Transportation felt that the safety equipment at the proposed at-grade crossing should be a Type IV, with cantilevered flashing lights, ringing bells and gates. The some witnesses stressed that the existing crossing at Mile Post 175.49 was not signalized and therefore was much more dangerous than a signalized crossing, such as the proposed crossing at Mile Post 175.57. Exhibits which were offered in the course of the bearing which address the propriety of opening a crossing at Mile Post 175.57 and closing the crossing at Mile Post 175.49 were as follows: Exhibit #1, by the City, is a map of the City of Rockledge; Exhibit #2, by the City, is a comprehensive land use plan of the City; Exhibit #3, by the City, is a resolution of the City Council, City of Rockledge, proposing the opening of the crossing at Mile Post 175.57; Exhibit #6, by the City, a traffic count at the Barton crossing; Exhibit #11, by the City, a resolution of the Brevard Economic Development Commission concerning the impact of such a development; and Exhibit #12, by the City, a drawing of the extension of Edwards Drive and the construction of the Rovac Parkway, together with the present crossing and the proposed crossing.
Recommendation It is recommended that the application for closing the Florida East Coast Line Railroad crossing at Mile Post 175.49 be granted, contingent upon the opening of a signalized railroad crossing at Florida East Coast Line Railroad Mile Post 175.57. DONE and ENTERED this 2nd day of July, 1976, in Tallahassee, Florida. CHARLES C. ADAMS, Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Walter C. Sheppard, Esquire City Attorney, for Rockledge 115 Harrison Street Cocoa, Florida 32922 Charles B. Evans, Esquire Florida East Coast Line Railroad One Malaga Street St. Augustine, Florida 32084 Philip Bennett, Esquire Office of Legal Operation Department of Transportation 605 Suwannee Street Haydon Burns Building Tallahassee, Florida 32304
The Issue Whether the application of the Florida East Coast Railway Company (FEC) to close the subject railway crossing should be dismissed for lack of regulatory jurisdiction.
Findings Of Fact Petitioner owns and operates a propane gas distribution facility adjacent and parallel to the FEC railroad track within the Town of Lantana. The railroad track is between Petitioner's facility and U.S. Highway 1. To reach its property from U.S. Highway 1, Petitioner's employees must utilize a railroad crossing commonly known as Gator Culvert. The Gator Culvert is an at-grade railroad crossing. On October 13, 1948, the Town of Lantana acquired a right-of-way for road purposes at the Gator Culvert from Everett Wurtz, Petitioner's predecessor in title. On December 13, 1948, FEC and the Town of Lantana entered into a one-year renewable license to use the crossing for public road crossing purposes contingent upon the Town of Lantana assuming the cost of maintaining the crossing. On June 26, 1979, the Town of Lantana quit-claimed its interest in the right-of-way to Gator Culvert.2 On March 29, 1996, Petitioner filed suit against FEC seeking declaratory and injunctive relief regarding its rights to use the Gator Culvert crossing. This litigation is pending in Circuit Court in Palm Beach County, Florida. On June 28, 1996, FEC filed the subject application with Respondent for authorization to close the Gator Culvert crossing. On October 2, 1996, Petitioner amended the complaint that underpins the Circuit Court litigation to join Respondent and the Town of Lantana as defendants. By Count One of the Amended Complaint, Petitioner (referred to as Plaintiff in the Circuit Court pleadings) requests the Court to: . . . grant a declaratory judgment ruling that Plaintiff has a way of necessity purusant to F.S. Section 704.01(1) and that Defendants FEC, FDOT, and Town of Lantana may not close the crossing and thereby prevent Plaintiff's use of its way of necessity. Plaintiff further requests a trial by jury pursuant to F.S. Section 86.071. By Count Two of the Amended Complaint, Petitioner requests the Court to: . . . grant a declaratory judgment ruling that Plaintiff has a prescriptive easement and that Defendants FEC and the Town of Lantana may not close the crossing and thereby prevent Plaintiff's use of said easement. Plaintiff further requests a trial by jury pursuant to F.S. Sectioln 86.071. By Count Three of the Amended Complaint, Petitioner requests the Court to: . . . enter a temporary and permanent injunction restraining and enjoining Defendant, FDOT from granting FEC's application to close the crossing; to restrain and enjoin Defendant FEC from ceasing to maintain and from closing the railroad crossing which provides the only access to Plaintiff's property; and to restrain and enjoin the Town of Lantana form executing the Stipulation for Approval of Closure3 or participating in any way with the attempted closure of said crossing. Count Four of the Amended Complaint pertained only to the Town of Lantana and did not involve Respondent. On August 14, 1998, Respondent published its Notice of Intent to Dismiss Application to close the subject railroad crossing in the Florida Administrative Weekly. This notice set forth Respondent's rationale for dismissing the application to close the Gator Culvert crossing that FEC had filed June 28, 1996, in pertinent part, as follows: . . . The history of the crossroad, and its current condition indicate that it is not a public road. In particular, on the 26th day of June 1979, the Town of Lantana quit- claimed its interest to the right of way for public road purposes to Gator Culvert. While the prior status of the road as a public road is in doubt, this transaction effectively abandoned the right of way as a potential public roadway. Because the crossing is not a public railroad-highway grade crossing, the location is not subject to the Department's jurisdiction pursuant to Section 335.141, Florida Statutes. . . . On September 4, 1998, Petitioner timely filed its Petition for Formal Administrative Hearing with Respondent, the pleading that underpins this proceeding. On September 10, 1997, the Respondent issued a rails inventory that identified the Gator Culvert crossing as a private crossing. Scott Allbritton, Respondent's Rail Programs Engineer, reviewed and assessed the documents in the public record in processing FEC's application that were necessary and appropriate to determine whether the subject crossing was public or private, thereby determining whether Respondent lacked jurisdiction to regulate the subject crossing. His investigation revealed that the record title to the subject crossing was private. Based on Mr. Allbritton's investigation, Respondent determined that it lacked jurisdiction to regulate the subject crossing since it was not a public crossing. Respondent did not act in an arbitrary or capricious manner in making that determination. Respondent does not attempt to adjudicate real property disputes by its administration of the statutorily mandated railroad/vehicular traffic crossing program.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent enter a final order that dismisses this proceeding. DONE AND ENTERED this 17th day of February, 1999, in Tallahassee, Leon County, Florida. CLAUDE B. ARRINGTON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 17th day of February, 1999.
Findings Of Fact The Applicant is seeking to relocate State Road 80 in Palm Beach County, Florida, and to construct a four lane rather than a two lane highway in order to accommodate increased traffic patterns. The relocated highway would cross the railroad owned by the Respondent 40 feet north of mile post 10. The railroad is a single track line used to haul sugar cane during harvesting seasons. The line is used approximately five months per year. Four trains with from 5 to 50 cars would pass the crossing from each direction every day during the harvesting season. These are low-speed runs, the trains moving at from 20 to 30 miles per hour. Approximately 8,000 vehicles will use the relocated highway daily. Six hundred forty vehicles per hour would pass the crossing during peak traffic hours. The highway will be a four lane rural type divided highway. Each lane will be 12 feet wide. There will be a 64 feet paved median at the crossing. The railroad track is located approximately 2 to 3 feet above ground. The highway design will be graded to meet the track at the level of the existing track. The safety of motorists would be adequately protected by installation of type four, class three warnings. These warnings would include flashing lights, bells, and gates. The lights would be cantilevered across the highway. Signalization would be activated by the trains approximately 30 seconds in advance of the train. The gates would come down 4 seconds later. The longest traffic hold-up would be approximately 2 to 3 minutes. The crossing itself would be a type "L" crossing. Type four signalization is depicted on Page 1 of Respondent's Exhibit #2, and is circled on the page. A type "L" crossing is depicted on page 4 of Respondent's Exhibit #2, and is circled on the exhibit. The safety of motorists would be more fully protected by installation of advanced warning flashers in advance of the track. These flashers would serve to warn motorists that they are approaching a railroad track. The safety of motorists would be most fully protected by installation of an overpass at the crossing. The traffic which will pass the crossing would not, however, justify the very substantial expense involved in constructing an overpass, and the fact that the railroad is used for only a portion of the year further renders the expense unjustified.
The Issue At issue herein is whether or not the City's application to open an at- grade crossing at NE/NW 2nd Street, Boca Raton, Florida (Milepost 324 + 2350') should be granted and is in keeping with the dictates of Section 338.21, Florida Statutes, and Chapter 14-46.03(2)(a), Florida Administrative Code.
Findings Of Fact Based on a careful consideration of the testimony of the witnesses and their demeanor while testifying, the documentary evidence and the other arguments of counsel, ,the following relevant facts are found. The City of Boca Raton filed an application to open an at-grade railroad crossing at NE/NW 2nd Street, which is situated at Railway's Milepost 324 + 2350' and the Florida East Coast Railway Company filed an application to close Palmetto Park Road at-grade crossing, which is situated at Milepost 324 + 2988'. Due to the close proximity of the two crossings, a joint hearing was held. The Railway, in filing its application to close Palmetto Park Road, noted that its application was alternative to and contingent upon the granting of the City's application to open NE/NW 2nd Street. The Railway's position is that one of the two crossings is adequate. The Applicant's position respecting this application was presented through Mr. John Carroll, City Engineer since approximately September of 1977, and Mr. Joseph Pollack, P.E., of Kimley-Horn and Associates. Palmetto Park Road is a major east/west arterial road serving the City. The most recent traffic counts for Palmetto Park Road in May, 1978, indicate a peak traffic count of approximately 24,000 vehicles per day at the intersection of Palmetto Park Road, Dixie Highway and the existing crossing. This represents a volume/capacity ratio for that intersection of approximately 1.35 or approximately 35 percent greater than the designed capacity for the intersection. Such a condition is known as "forced flow." Based thereon, the City argues that there have been an increasingly high number of vehicle-to- vehicle and vehicle-to crossing gate accidents at the subject intersection and crossing. Thus, for example, the City points out that during calendar year 1977, the most current year that statistics were available, there were eighteen accidents at the intersection and crossing, with seven of those accidents directly involving the crossing gates closing on vehicles waiting to clear the crossing (See City Exhibit 10). According to Dr. Carroll, several additional crossing gate accidents were never reported. The West Palm Beach Urban Area Transportation Study (WPBUATS) indicates a 1955 traffic volume on Palmetto Park Road of 18,000 vehicles per day and 1990 traffic volume of 26,000 vehicles per day (City's Exhibits 4A, 4B, 5A and 5B). Such projections are based upon the City's construction of alternate east/west corridors which are not now in existence and, if such alternative routes are not constructed, the above projected traffic volume increases would be greater. Without question, the NE/NW 2nd Street project would reduce congestion on Palmetto Park Road. Testimony introduced during the hearing reveals that the NE/NW 2nd Street project will draw approximately 4,000 vehicles per day from Palmetto Park Road. If such reduction results, the volume/capacity ratio on Palmetto Park Road at the existing crossing and Dixie Highway intersection would reduce the current "forced flow situation to its approximate designed capacity. During the hearing, testimony was submitted to the effect that in addition to eliminating the "forced flow" condition at Palmetto Park Road, the subject project will facilitate emergency vehicle response time, would be more convenient to citizens desiring access to the central business district and would, if calculated, result in a fuel consumption saving. The NE/NW 2nd Street project was first envisioned by the City in 1964 and since that date, the City has acquired substantial amount of the necessary rights-of-way to accomplish completion of this project. Specifically, in 1973, the City acquired rights-of-way between Federal Highway and First Avenue, and in 1974 and 1976, the City required certain developers to dedicate other necessary rights-of-way. In September, 1977, the City's electorate approved a bend issue totaling $1,770,000 for road improvements, which included $448,000 for the NE/NW 2nd Street project. Mr. Pollack testified credibly that his firm designed the NE/NW 2nd Street project and the crossing to meet all applicable design safety criteria. The Railway's opposition to the opening of a crossing at NE/NW 2nd Street was based partially upon the close proximity of the proposed crossing to the existing crossing at Palmetto Park Road and also upon the Railway's opinion that opening of the NE/NW 2nd Street crossing would do little in terms of reducing the over-utilization of the crossing at Palmetto Park Road. 10. It was noted during the hearing that by 1990, the average traffic vehicle using the Palmetto Park Road crossing will approach 30,000 vehicles. It is undisputed that the additional crossing at NE/NW 2nd Street will draw vehicles from the Palmetto Park Road crossing. In terms of alternative routes, the City conducted feasibility studies which reveal that either in terms of widening Palmetto Park Road or alternatively constructing an above-grade crossing at the Railway's mainline track, both alternatives are prohibitive in terms of cost and thus, not feasible. The prohibitive costs stem from the fact that the property abutting Palmetto Park Road in the close proximity of the existing crossing is presently developed for commercial uses. Finally, all parties agreed that regardless of whether the proposed NE/NW 2nd Street crossing application was granted, the closing of Palmetto Park Road would be disastrous.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is hereby, RECOMMENDED: That the application of the City of Boca Raton to open an at-grade crossing at NE/NW 2nd Street (Milepost 324 + 2350') be GRANTED. It is further recommended that the application of the Railway to close the Palmetto Park Road at-grade crossing (Milepost 324 + 2988') be DENIED. RECOMMENDED this 25th day of June, 1979, in Tallahassee, Florida. JAMES E. BRADWELL, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675
Findings Of Fact Arvida Corporation owns a tract of approximately 35 acres in Dade County which it has agreed to sell to General Plastics Corporation. General Plastics Corporation proposes to construct a facility 80,000 square feet in area at which 100 to 125 persons would he employed in the manufacture of plastic bags. Raw materials would be delivered by rail; the finished product would leave the factory by truck. Respondent Seaboard maintains a main rail line bordering the proposed plant site. Scheduled freight trains traverse this line daily, one northbound, one southbound. At the height of the vegetable harvest in January and February, there are additional, unscheduled, freight trains, one in each direction each day. In addition, miscellaneous trains, called work extras, use the track. At all pertinent points along the track, the trains' speed limit is 25 miles per hour. If the track should be upgraded, the speed limit might be raised to 35 miles per hour. Cars and trucks can cross this track at two places in the vicinity of the proposed plant site. Southwest 144th Street crosses not only the main track but also spurs leading to property of Oolite Industries, Inc. This crossing is a private crossing, which the general public has no legal right to use, but which Oolite Industries, Inc. uses under an agreement with Seaboard. In practice, the gates designed to block public access to this crossing are seldom closed. The second crossing, also a private crossing, is the subject of the present application. Florida Power & Light Company has the contractual right to cross Seaboard's track at the intersection of the track with Southwest 127th Avenue, Gates crossing Southwest 127th Avenue perpendicularly on either side of the track are ordinarily closed and locked. Seaboard's main track runs southwesterly-northeasterly and intersects, at an angle of approximately 30, Southwest 127th Avenue, which runs north-south. Some distance southwest of the intersection, two spur lines leave the main line in a more westerly direction. Seaboard uses these spur lines to service Oolite Industries, Inc. A train standing on the main track could obscure a train on either of the spur lines from the view of a motorist on Southwest 127th Avenue south of the crossing. At the crossing itself, a driver, whether northbound or southbound, would have to look back over his shoulder in order to see down the track. Southwest 127th Avenue has been designated as an arterial roadway in Dade County's master land use plan. Access to General Plastics Corporation's proposed plant by way of Southwest 127th Avenue would allow trucks to reach the plant from the turnpike by way of Coral Reef Drive instead of having to drive several miles through residential neighborhoods to Kendall Drive. Using the Southwest 144th Street crossing is not a viable alternative because a safe roadway could not be constructed from the crossing to the proposed plant site, on account of the proximity of the track to water and to towers supporting a power transmission line.
Findings Of Fact By application the Florida East Coast Railway Company seeks a permit to close an existing at-grade public railroad crossing located at Sebastian/Bay Street, Roseland in Indian River County, Florida. There exists a public at-grade railroad crossing 681 feet immediately to the south of the subject crossing at the intersection with Roseland Road. This crossing is protected by a full complement of automatic warning devices, consisting of flashing lights, ringing bells and gate. Roseland Road is a paved highway and well travelled. The subject crossing is an old crossing having been established approximately in 1907. There exists a visibility factor adverse to train and motoring public as a result of an elevation of approximately four (4) feet and of natural growth but there as been no known crossing accident in over some seventy (70) years. Traffic over this railroad crossing is not heavy. There exists a growing residential community to the west and east of this railroad crossing. The Sebastian River Medical Center (hospital) exists on the east. Fire protection for this area exists on the east. Testimony of users and letters oppose the closing of the crossing because the historical value of the railroad crossing, the location of the crossing for fire protection purposes, the location of the crossing for the health and welfare due to the location of the Sebastian River Medical Center, the only hospital located in the north end of the county; and the ease and convenience for the Roseland community reaching the main thoroughfare known as U.S. #1. The public crossing on Roseland Road is a busy crossing serving a much travelled road and is well signalized. In order to use this crossing it is essential to enter a busy highway. The people belonging to the church and the personnel of the medical facility use the Sebastian/Bay Street crossing; school children use it and the residents of the Roseland area, many of whom are elderly, use it.
The Issue Whether an at-grade crossing in the vicinity of Garden Street in Jacksonville, Florida, where point of switch is 2.006 feet northwest of Georgia Southern and Florida Railway Company mile post 253 and the crossing is 2,082 feet southwest of mile post 1 off lead track should be opened.
Findings Of Fact By application the Georgia Southern and Florida Railway Company seeks a permit to open a public railroad crossing in the vicinity of Garden Street in Jacksonville, Florida, where point of switch is 2.006 feet northwest of Georgia Southern and Florida Railway Company mile post 253 and the crossing is 2,082 feet southwest of mile post 1 off lead track. New Duval is a residential and light industrial development which requires the transportation of building materials and equipment for its construction and upon its completion will require transportation services for the light industries and the public in general. There are no practical means of transportation other than railroad services for this development and therefore, there is a need for a railroad crossing at Garden Street to complete the extension of rail services to New Duval. The applicant presently owns the property line adjacent to and on either side of Garden Street and the proposed crossing will not require a change in the course of any street or highway. The conditions and topography of the area are such that the railroad and highway can compatibly cross on the same surface at Garden Street. The applicant is prepared to comply with the design, standards and procedures of the city of Jacksonville as set forth in the Ordinance code of the City of Jacksonville. The applicant has received from the Interstate Commerce Commission a Certificate of Public Convenience and Necessity to construct and operate the line in question. Applicant is authorized to do business in the State of Florida and has pending its application for approval of extending the line with the Department of Environmental Regulation, State of Florida. The Florida Department of Transportation has considered the proposed safety devices as indicated on the application and has concurred that the standard side mount flashing lights and bells signalization is adequately safe as required for the conditions. There is a need for rail transportation in the contemplated industrial park which is a 5200 acre track of land of which some 3,000 acres will be industrialized.
Findings Of Fact The railroad crossing which is the subject of this proceeding is crossing number 272642-N, in the City of Miami, Florida. Its location at N.W. 13th Street is approximately 430 feet south of an existing crossing located at N.W. 14th Street, and roughly 850 feet north of another crossing located at N.W. 11th Street. The Railway's rationale for seeking to close the N.W. 13th Street crossing is that these other two nearby crossings offer practical alternate routes to the N.W. 13th Street crossing, and can provide adequate access to the area for the public and emergency services. The City's opposition is based on its contention that closure of the N.W. 13th Street crossing would adversely affect emergency access to the area, and would restrict access to the adjacent area where the City has at least two redevelopment plans pending which contemplate the building of approximately 10,000 new residential housing units. The Department of Transportation supports the closing of the subject crossing, contending that the existing crossings at N.W. 14th Street and N.W. 11th Street can carry the traffic that would be diverted from N.W. 13th Street, and that closing the N.W. 13th Street crossing would eliminate a hazard to the public at that point. The section of the Florida East Coast Railway involved in this proceeding runs from N.E. 79th Street to Biscayne Boulevard, a distance of approximately five miles. There are approximately 30 crossings now in existence over this section of the railroad's track. The principal justification for the closure of the N.W. 13th Street crossing is its proximity to the two crossings located at N.W. 11th Street and at N.W. 14th Street, and the resulting improvement in safety for vehicular traffic and railroad equipment. There is an overpass with large pillars directly above the subject crossing, and a curve in the railroad track at this location which tend to restrict the view of train crews as the crossing is approached. Closure will also eliminate upkeep and maintenance expenses caused by frequent vandalism at the N.W. 13th Street crossing location, and eliminate one sounding of the train whistle between N.W. 14th Street and N.W. 11th Street. The present signal device at the N.W. 13th Street crossing is between 20 and 25 years old, and should require replacement within the next two years at an estimated cost of $41,570, unless the application is granted and the crossing closed. In addition, this signal device has been the subject of vandalism on four different occasions during the months of August, September and October, 1981, which necessitated repairs at the crossing site. The frequency of vandalism at the N.W. 13th Street location exceeds that at most of the other crossings in the Miami area. Northwest 13th Street is not a through street, but is a localized road which is blocked by the embankment for I-95. It is one-way westbound from the general vicinity of Biscayne Boulevard and 2nd Avenue to just beyond the subject crossing where it becomes two-way past the I-95 embankment. Both N.W. 14th Street and N.W. 11th Street are arterial roads which pass beneath I-95 and are not blocked by the embankment. They are the alternate roads in the area with adequate capacity to carry the traffic diverted from N.W. 13th Street if this crossing were closed. The movement of fire, police and other emergency vehicles would not be impeded by closing of the N.W. 13th Street crossing, since the crossings at N.W. 14th Street and N.W. 11th Street are readily available and offer better access to the area than N.W. 13th Street. Police or fire vehicles moving eastward over the N.W. 13th Street crossing must travel over a circuitous route because N.W. 13th Street is not a two-way street east of the crossing. In addition, closure of the subject crossing would remove an existing conflict point (a point where the path of any vehicle is interrupted by another vehicle), which is beneficial from a safety standpoint. Finally, any population growth in the area will have adequate transportation over N.W. 14th Street and N.W. 11th Street and will not require the use of the N.W. 13th Street crossing. Consequently, there will not be any significant impact upon traffic over the crossings at N.W. 14th Street and N.W. 11th Street by closure of the N.W. 13th Street crossing.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the application of Florida East Coast Railway Company to close the at-grade railroad crossing at N.W. 13th Street in Miami, Florida, be granted. THIS RECOMMENDED ORDER entered on this the 17th day of March, 1982, in Tallahassee, Florida. COPIES FURNISHED: Charles B. Evans, Esquire One Malaga Street St. Augustine, Florida 32084 Terry V. Percy, Esquire 174 East Flagler Street Miami, Florida 33131 Charles G. Gardner, Esquire 562 Haydon Burns Building Tallahassee, Florida 32301 WILLIAM B. THOMAS Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 17th day of March, 1982.
Recommendation Close existing railroad crossing at Citrus Springs Boulevard and Seaboard Coastline Mile-post 763. DONE and ORDERED this 8th day of November, 1976 in Tallahassee, Florida. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: George L. Waas, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Eugene R. Buzard, Esquire Seaboard Coastline Railroad 500 Water Street Jacksonville, Florida 32202 Mr. Gordan S. Burleson, Sr. Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 William Livingston, Esquire 3250 S. W. 3rd Avenue Miami, Florida James L. Shroads, Esquire 2350 S. W. 3rd Avenue Miami, Florida 33129
Findings Of Fact The City is an incorporated city within the State of Florida. The subject railroad crossing on South Caledonia Street is located within the city limits of Marianna. The DOT is the agency of state government which is charged with the regulation of railroad crossings, to include the determination of whether a crossing should be opened or closed. The CSX is the railroad company which owns the railroad and railroad crossing in question and which may have to pay a portion of the costs of any improvements to the crossing. South Caledonia Street is constructed along a section line and runs due south through Marianna connecting US 90, a major east-west arterial highway, with the southern portion of Marianna and its rural environs as it becomes Highway 73 at its intersection with Jefferson Street. See Railroad's Exhibit 1. South Caledonia Street, one of ten north-south streets which crosses the railroad within the limits of Marianna, is the only one which runs straight south over the tracks to Interstate 10. South Caledonia Street is one of the four streets which provides transit over the tracks in the eastern portion of Marianna. In order from east to west, Jefferson Street, Green Street, Caledonia or South Caledonia Street (the one in question), and West Caledonia Street run north and south and provide the principal links between US 90 and South Street, in the eastern portion of the City. South Street is a major east-west street in the southern part of the City. The other east-west roads south of US 90 are Jackson Street north of the railroad; Pearl Street running west from South Caledonia between the railroad and South Street; and unpaved Franklin Street running eastward immediately north of the railroad between Caledonia and Green Streets and running westward south of the railroad between Caledonia and West Caledonia Streets. South Caledonia and West Caledonia Streets are principally residential from South Street to one block south of the railroad tracks, and commercial north of the railroad tracks. DOT's Exhibit 1 is an annotated aerial photograph of this portion of the City showing the major roads named above and the daily traffic counts on them. In recent years, the railroad crossings on West Caledonia, Green, and Jefferson Streets have been upgraded to current standards. The crossing on Caledonia Street is not improved, and the street is in very poor condition between Jackson and Pearl Streets; however, planned resurfacing of the street has been delayed while this case is litigated because upgrading the crossing will require recontouring of Caledonia Street. The poor condition of Caledonia Street has reduced traffic on the street over the railroad and has caused the existing traffic to go slower. There has never been a train-car accident at the South Caledonia Street crossing. Recontouring Caledonia Street at the railroad crossing will eliminate or reduce access to A.B. Williams Concrete and Block Company from Caledonia Street; however, there is access to the company from Green Street. The owner supports keeping the crossing open even if it restricts access to his business. Recontouring Caledonia Street would make it feasible for heavy trucks to move over the crossing on South Caledonia Street which is Highway 73 south of its intersection with Jefferson Street. Currently, the majority of the heavy truck traffic is using West Caledonia to move south and turning left on South Street to come back to Caledonia Street and out Highway 73. The intersection of West Caledonia and South Street is not well suited for such traffic. It will cost at least $250,000 to upgrade the existing crossing. It costs $612 each year to maintain the upgraded crossing. Letting the crossing remain open will have no effect on the operations of the railroad. There was no evidence presented on the costs of paving Franklin Street or the unpaved portions of the railroad right-of-way to enable traffic stopped at the railroad to move east and west north of the tracks or westward south of the tracks. There is no available route eastward south of the tracks. No evidence on the traffic count over the crossing was presented. The DOT did not take a traffic count over the crossing. If the closure of the South Caledonia Street crossing increases the traffic on Jefferson Street, currently 4,000 vehicles per day, to 5,000 vehicles per day, the Jefferson Street crossing will have to be upgraded to have bells, lights and gates. A significant increase in traffic count on Jefferson Street is possible given the current use rate of Caledonia Street north and south of the railroad, which is known. No evidence was presented on the cost of upgrading the Jefferson Street crossing. Caledonia Street is not used by emergency vehicles or school buses, and there are viable alternatives for emergency vehicles to cross the railroad tracks if this crossing were eliminated. However, closing this crossing will create a cul-de-sac north and south of the existing crossing on Caledonia Street because of the absence of paved east-west through streets. As indicated above, it will be very inconvenient and costly to create east-west links to eliminate these cul-de-sacs. In spite of the poor condition of the crossing and the road surface and the availability of alternatives, Caledonia Street carries more traffic than does Green Street which has had its crossing upgraded. Caledonia Street, upon which the subject crossing is located, is the only straight north-south route from US 90 to Highway 73. The preservation of this route for the future must be considered.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is, therefore, RECOMMENDED that CSX, Inc.'s Petition to close the public vehicular crossing on Caledonia Street in Marianna, Florida, be denied, and said crossing be kept open. DONE AND ORDERED this 14th day of November, 1989, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of November, 1989. COPIES FURNISHED: Mr. Ben C. Watts Interim Secretary Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0450 Thomas H. Bateman, III, Esquire General Counsel Department of Transportation 562 Haydon Burns Building Tallahassee, Florida 32399-0450 Michael D. Mee, Esquire Department of Transportation 605 Suwannee Street, MS 58 Tallahassee, Florida 32399-0458 Stephen H. Shook, Esquire 500 Water Street Jacksonville, Florida 32202 Herman D. Laramore, Esquire Post Office Box 793 Marianna, Florida 32446 ================================================================= AGENCY REMAND ================================================================= STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION AND CSX TRANSPORTATION, INC., Petitioners, vs. DOAH CASE NO. 89-3557 CITY OF MARIANNA, Respondent. / ORDER REMANDING CAUSE FOR RECONSIDERATION The Recommended Order was issued in this cause on November 14, 1989. On December 4, 1989, the Department of Transportation filed Agency's Exceptions to Recommended Order, copy of which is attached. A review of the complete record has been made. The Department of Transportation remands the instant cause to Stephen F. Dean, Hearing Officer, Division of Administrative Hearings, for reconsideration based on the following: The Recommended Order states in Finding of Fact Number 9 that the closure or the South Caledonia Street crossing would increase the traffic on Jefferson Street resulting in one upgrading of the Jefferson Street crossing by the addition of bells, lights and gates. The finding is not supported by competent substantial evidence in the record. At the hearing below, testimony was adduced that the Jefferson Street crossing has already been upgraded with bells, lights and gates. (Transcript pages 99 - 100) Since the Hearing Officer relied, in part, upon this incorrect factual determination, the case is remanded to the Hearing Officer for reconsideration pursuant to the facts as corrected. Accordingly, IT IS ORDERED that the instant cause is remanded, for twenty days following receipt of this Order, to Stephen F. Dean, Hearing Officer, Division of Administrative Hearings for reconsideration. DONE AND ORDERED, this 21st day of December, 1989. BEN G. WATTS, Secretary Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0450 COPIES FURNISHED: Stephen H. Shook, Esquire 500 Water Street Jacksonville, Florida 32202 Herman D. Laramore, Esquire Post Office Box 793 Marianna Florida 32446 Michael D. Mee Department of Transportation 605 Suwannee Street Tallahassee, Florida 32399-0458 ================================================================= ORDER ON REMAND =================================================================
