The Issue Granting or denial of a permit to open a public at-grade railroad crossing as provided by Section 338.21, Florida Statutes.
Findings Of Fact The Petitioners desired to be granted a permit for the opening of a public at-grade railroad crossing in connection with the construction of a new four-lane vehicular facility. The alignment of the facility was determined after several alternate studies had been made. Its purpose is to provide a means to move traffic from the Pensacola Bay Bridge through the historical district of Pensacola and on to the west side of the City near Barrancas Avenue. To utilize this alignment, it is necessary to cross a spur track of the Louisville and Nashville Railroad Company. Safety studies conducted on the basis of accepted safety criterion reveal that the installation and maintenance of automatically-operated cantilevered flashing lights and gates in addition to standard pavement markings, crossbucks and discs would be necessary to protect the safety of both rail and vehicular traffic. The Petitioners agreed to bear the expenses of the installation of such signalization. The permit should be granted.
Recommendation The permit shall be granted for the opening of the subject crossing conditioned upon the installation and maintenance of signalization as set forth in the facts. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Philip S. Bennett, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 G. S. Burleson, Sr. Asst. State Utility Engr. (RRs) Haydon Burns Building Tallahassee, Florida 32304 M. H. Smith, Esquire Attorney for Louisville-Nashville Railroad Company P. O. Box 1198 Louisville, Ky. 40201 County Attorney Escambia County County Courthouse Pensacola, Florida
Findings Of Fact The proposed crossing is located at Florida East Coast Railway Company (FEC) Mile Post 284.6 and would be formed by extension of Medical Center Drive (renamed Jupiter Lakes Boulevard) across the FEC tracks to Alternate A-1-A. The proposed crossing would be located within the jurisdiction of the city of Jupiter, Florida. The proposed crossing would affect an area bounded by US 1 on the east, the Florida Turnpike on the west, Indiantown Road on the north and Donald Ross Road on the south. See FEC Exhibit A. There is no necessity for opening the proposed crossing. The proposed crossing is located 0.32 mile south of the existing crossing at Toney Penna Drive. Access to the area served by Medical Center Drive is available via Old Dixie Highway (0.32 mile) or via Toney Penna Drive and Military Trail (0.99 mile). The existing crossing has lights, bells and gates. It would be more convenient to open the proposed crossing permitting direct access to Medical Center Drive; however, the convenience to the public would be minimal as indicated by the distances to Medical Center Drive via the alternate routes from the existing crossing at Toney Penna Drive. Because Medical Center Drive runs only 0.5 mile between Military Trail and Old Dixie Highway and cannot be extended to the east, the convenience to the public of opening the proposed crossing would be further minimized. Opening the proposed crossing would not enhance traffic flow onto or off of Alternate A-1-A when there is railway traffic because the proposed crossing is so close to the existing crossing that the gates and warning devices of both would have to operate simultaneously. Ref. Transcript of second hearing, page 132 (II - 132). The traffic volume is discussed in Paragraph 6 below. The opening of the proposed crossing would be detrimental to vehicle and rail safety because it would create another conflict point at which vehicular and rail traffic converge. No evidence of the degree of increase in danger was presented. The current traffic volume at the existing Toney Penna Drive crossing does not warrant opening the proposed crossing at this time, as indicated by the fact that it is not signalized (I - 208). It would be approximately five to ten years before the traffic volume approached the maximum capacity of the Toney Penna Drive crossing. The opinion of the city's expert was that in five years the Toney Penna Drive crossing would be unable to handle a peak traffic volume, but this assumed left turns off of Toney Penna Drive onto Old Dixie Highway would be permitted during peak hours (II - 113-118). This turning traffic was the primary impediment to moving the projected volumes of traffic. The crossing would be adequate with these left turns prohibited (I - 265). Traffic volumes are projected to increase, but improvement of any of the existing crossings will reduce volume at the remaining crossings (II - 113-118). Plans exist for the reconstruction of Alternate A-1-A in the area of the Toney Penna Drive crossing and the proposed crossing as a part of a rebuilding project to be undertaken in the next year to three years, to include improvement of the existing crossing. The operation of the railroad would be hindered by opening of the proposed crossing. The FEC track is essentially a single-lane track running north and south on the east coast of Florida. This railway line provides rail service to the major population centers on the east coast of the state. Trains are operated north and south on the single-lane track at the same time, and pass on sections of dual track installed for this purpose. It is desirable that these sections of dual track be three miles in length. Crossings over dual track are not desirable because they are more dangerous than single-track crossings. The number of three-mile sections of track without crossings is decreasing, and the section of track between Donald Ross Road and Toney Penna Drive is one of the few remaining three-mile sections of track in the south- central Florida region without crossings. Because of increased rail traffic resulting from the energy crisis, efficient operation of the railroad and safety requires that provisions be made for dual passing tracks without crossings (II - 128-130, 147, 150).
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, the Hearing Officer would recommend to the agency head that the application for opening of a grade crossing at Medical Center Drive over the FEC tracks at Mile Post 284.6 be denied, and that the railroad crossing and intersect ion at Toney Penna Drive and Alternate A-1-A be redesigned and upgraded to accommodate the increased traffic volume projected for the future. DONE and ORDERED this 25th day of September, 1980, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Charles G. Gardner, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32301 Jerome F. Skrandel, Esquire Old Port Cove Plaza 1200 US Highway One North Palm Beach, Florida 33408 John W. Humes, Esquire Florida East Coast Railway Company One Malaga Street St. Augustine, Florida 32084 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION TOWN OF JUPITER, Petitioner, vs. CASE NO. 79-781 FLORIDA EAST COAST RAILWAY COMPANY and DEPARTMENT OF TRANSPORTATION, Respondent. /
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following facts are found: On March 31, 1978, Okaloosa County submitted its application for the opening of a public at-grade rail/highway crossing by new roadway construction at Berry Street in Holt, Florida. The crossing is proposed to be furnished with flashing lights. Eight regularly scheduled trains, and an occasional unscheduled train, travel through Holt on a daily basis at an approximate speed of 40 miles per hour. Located approximately 600 feet to the west of the proposed Berry Street crossing is the Main Street crossing, which receives the majority of the traffic in the area -- about 600 crossings per day. No evidence was adduced which illustrated that there was any problem with traffic flow on or near the Main Street crossing. Beyond the Main Street crossing, about 400 feet to the west, is the Johnson Street, also known as the Post Office Road, crossing, which has only about 175 crossings per day. Log trucks, industrial vehicles and school buses currently utilize the Johnson Street crossing, which has been in existence for about 58 years. Berry Street, a partly paved road, provides direct access to the Holt school and the Holt Assembly of God Church. The proposed Berry Street crossing would be within the school's warning zone. School buses presently utilize the Johnson Street crossing, located approximately 1,000 feet west of the proposed crossing. The community of Holt and nearby communities have experienced two derailments of trains with accompanying explosions or leaks of toxic chemicals in the past two years. These accidents necessitated the immediate evacuation of the citizens of Holt for several days.
Recommendation Based upon the above findings of fact and conclusions of law, it is RECOMMENDED that the application of Okaloosa County to open a rail/highway crossing at Berry Street be DENIED. Done and entered this 24th day of October, 1979, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: John R. Dowd Post Office Box 1964 207 Florida Place Ft. Walton Beach, Florida 32548 Philip S. Bennett Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32304 Dawn E. Welch Beggs and Lane Post Office Box 12950 Pensacola, Florida 32576 Secretary William N. Rose Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32304
Findings Of Fact Transportation plans for Broward County made as long ago as 1965 provide for roads crossing the SCL tracks at N. W. 48th Street in Broward County and at S. W. 10th Street in Deerfield Beach. Both of these routes are now planned as principal E-W arteries providing four lanes of traffic. Rights of way for these routes both east and west of the SCL tracks have been acquired by the City of Deerfield Beach and by Broward County. Approaches for both of these arteries over the recently completed I-95 running just east of the railroad tracks have also been completed. Two crossings presently provide access from east of the tracks to the area here involved west of the tracks, one at SR 810 to the north and the other at Sample Road some 3 1/2 miles to the south. S. W. 10th Street in Deerfield Beach is just under one mile south of SR 810 also in Deerfield Beach, and N. W. 48th Street is outside the incorporated area of Deerfield Beach one mile south of S. W. 10th Street. The population of Deerfield Beach is approximately 31,000 and some 6,000 persons reside west of the SCL tracks. The largest development in Deerfield Beach west of the tracks is Century Village located south of and adjacent to SR 810. The only entry to and access from Century Village is via SR 810. In the event the crossing at SR 810 is blocked emergency access to Century Village and other areas west of the SCL tracks is via Sample Road or via the next crossing to the north in Palm Beach County some five miles north of SR 810. Fire protection for the unincorporated area of Broward County in the vicinity of N. W. 48th Street west of the SCL tracks is provided from the fire station approximately one mile east of the SCL tracks near SR 810 and US 1 in Deerfield Beach. To reach that area it is necessary to cross the tracks at SR 810, proceed west to Powerline Road, south to Sample Road, east to N. W. 9th Avenue, and north to the area. A similar route would have to be followed by other emergency vehicles either police or medical. Substantial growth of the area immediately west of the SCL tracks between SR 810 and Sample Road has occurred and developments are currently underway to provide numerous homesites, principally trailer park facilities, in this area. Sample Road has been widened to 6 lanes and is estimated to be 300 percent overcapacity if all land use plans predicated for the area are developed. Additional E-W arterial transportation routes are needed. SCL presently has a passing track or siding at the proposed S. W. 10th Street crossing. This siding is 5700 feet long and can accommodate 96 cars. Three-fourths of this track lies north of S. W. 10th Street and approximately 71 cars could be accommodated, on the portion of the siding north of S. W. 10th Street. This 5700 foot section of track is adjacent and parallel to the main track which presently carries 6 passenger and 6 freight trains per day plus approximately 2 switch trains per day. It is used to drop off cars for later pickup, for allowing north and southbound trains to pass, or for a passenger train to pass a freight train. Exhibit 16 was stipulated into evidence to show typical activity at this 5700 foot Deerfield Beach siding. During the period February 22, 1976 to April 13, 1976 the largest number of cars held on this siding at any one time was 68. Similar sidings (generally with greater capacity) exist at various places alongside SCL tracks. The cost of providing a grade separation crossing at the SCL tracks at either N. W. 48th Street or S. W. 10th Street is approximately one million dollars. While such a crossing would obviously be safer than a grade crossing, the cost to benefit ratio for the grade crossing over the grade separation crossing is 4.52 at 48th Street and more than 3 at S. W. 10th Street. The safety index for both of the proposed grade crossings with active safety warning devices is in the range of acceptability - each showing an accident probability of one every 11 years. Annual cost of the signals and warning devices to be installed on the grade crossing is some $21,000 a year while the cost of a grade separation structure is some $63,000 a year. Providing grade separation at S. W. 10th Street would necessitate the approach on the east of the track starting at about the same place the approach on the west side of I-95 starts, thereby effectively blocking any N-S access to S. W. 10th Street between I-95 and the SCL tracks. Although Exhibit 17 was not admitted into evidence one witness testified that the figures thereon, showing the cost of relocating the 5700 feet of siding at Deerfield Beach, were on the conservative side and would probably cost more. However, no evidence was presented that an at-grade crossing would render this siding useless for the purposes intended nor was any evidence offered to show that the value of this siding to SCL would be materially reduced by an at-grade crossing at S. W. 10th Street.
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 railroad crossing which is the subject of this proceeding is crossing number 272859-B, in the City of Florida City, Florida. Its location at N.W. 14th Street is approximately 700 feet north of an existing crossing located at Lucy Street, and roughly 1900 feet south of a present crossing located at Arthur Vining Davis Parkway. The Railway's rationale for closing the N.W. 14th Street crossing is that these other two nearby crossings offer practical alternate routes to the N.W. 14th Street crossing, and can provide public access and emergency services to the area. The City's opposition is based on its contention that closure of the N.W. 14th Street crossing would affect emergency access to the area. The principal justification for the closure of the N.W. 14th Street crossing is its proximity to the other crossings located at Arthur Vining Davis Parkway and Lucy Street, and the resulting improvement in safety for vehicular traffic and railroad equipment. Removal of the subject crossing would eliminate vehicular accidents on the tracks, and eliminate upkeep and maintenance expenses caused by frequent vandalism at the N.W 14th Street crossing location. In addition, closure would eliminate the need to sound the train whistle at the N.W. 14th Street crossing which is located near a residential housing area. The Railway receives an average of two calls per week to report incidents of vandalism in the area of the N.W. 14th street crossing. This number of calls is above average compared to other crossings in the area. Moreover, closure of the subject crossing would permit the relocation of the signal devices now in use there to one of forty-four other crossings in or near Florida City. The traffic count taken in the vicinity of N.W. 14th Street, which is a local service road providing access to a single neighborhood, showed that about 600 vehicles per day use the crossing. Traffic counts taken at Lucy Street, a through street which provides service beyond any specific residential area, resulted in approximately 5,000 to 6,000 vehicles per day. The Lucy Street and Arthur Vining Davis Parkway crossings have sufficient capability to handle all traffic diverted to them if the 14th Street crossing should be closed. The N.W. 14th Street crossing also allows outside traffic to enter the residential area, contrary to good urban planning. By removal of the crossing, such through traffic would be eliminated. The alternate crossings at Lucy Street and Arthur Vining Davis parkway provide reasonable alternate routes, and removal of the subject crossing will not unduly inhibit access by emergency vehicles into the affected area. Although 75 percent of the calls the Florida City police receive originate from Cuban village, a heavily populated area surrounding N.W. 14th Street, if the subject crossing were closed, Lucy Street and Arthur Vining Davis Parkway could be used to respond to emergency police calls in the Cuban Village. Therefore, alternate routes are available for emergency access to the affected area. In addition, from a pedestrian safety standpoint, there is sufficient space along Lucy Street to allow pedestrians to walk there without being affected by vehicular traffic.
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. 14th Street in Florida City, Florida, be granted. THIS RECOMMENDED ORDER entered on this 15 day of February, 1982, in Tallahassee, Florida. 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 15 day of February, 1982. COPIES FURNISHED: Charles B. Evans, Esquire One Malaga Street St. Augustine, Florida 32084 Thomas Tomassi, Esquire 137 N.W. 10th Street Homestead, Florida 33030 Charles G. Gardner, Esquire Haydon Burns Building Tallahassee, Florida 32301
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 =================================================================
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 a permit should be granted for a public-at-grade rail/highway crossing by new rail construction 50 feet north of Seaboard Coast Line MP SVC 855, Ft. Green Springs Road, Hardee County, Florida, Section 0600-6605, State Road 663.
Findings Of Fact After the hearing was called to order the parties called for a recess and after the recess the following stipulation was agreed to: There is a need for the subject crossing to serve the applicant's mining operation. The new rail construction is needed to move rock from the mine to applicant's other plants. It was further agreed that the applicant, C. F. Mining Corporation, will Provide the installation of side mounted flashing lights and ringing bells, and advance warning disks with flashers and pavement markings as outlined in Part 8 of the Manual of Traffic Control Devices. The applicant, Hardee County, as a part of its overall road program will police the crossing and notify the applicant's mining corporation of any defective operation in the signalization. The permit would provide a way for an industrial spurline to come off the main track of Seaboard Coast Line Railroad across Fort Green Springs Road into the C. F. Mining Corporation plant. The Seaboard Coast Line Railroad did not appear at the hearing and made no objection to the granting of the permit. The need for the crossing has been established and proper precautions for public safety are planned.
Recommendation Grant the permit as Requested. DONE and ORDERED this 22nd day of November, 1977, in Tallahassee, Florida. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings The Carlton Building Room 530 Tallahassee, Florida 32304 (904) 488-9675 Philip S. Bennet, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 David Ashby, Chief Engineer C. F. Mining Corporation Post Office Box 1849 Bartow, Florida 33830 Eugene R. Buzard, Esquire Seaboard Coast Line Railroad Company 500 Water Street Jacksonville, Florida 32202
The Issue The central issue in this case is whether the Department of Transportation (DOT) should approve the permit requested by Palm Beach County (County) for a railway grade crossing over the tracks of the Florida East Coast Railway (FEC) at Frederick Small Road.
Findings Of Fact Based upon the testimony of the witnesses and the documentary evidence received at the hearing, the following findings of fact are made: On April 3, 1984, the Town of Jupiter, a municipality within the geographical boundaries of Palm Beach County, Florida, approved a resolution to participate with the County in an effort to obtain a railway grade crossing over the tracks of the FEC at Frederick Small Road. Frederick Small Road is designated as a major arterial roadway under the County's thoroughfare plan and the Jupiter comprehensive land use plan. Both plans designate that Frederick Small Road be improved to connect State Road A-I-A to Military Trail to establish an east-west corridor. Consequently, the resolution described in paragraph 1 was passed so that the two entities could pool their resources to obtain the permit necessary to construct the crossing. On or about June 12, 1984, the County engineer submitted a railroad grade crossing application to DOT. This application specified the crossing to be at Frederick Small Road and included attachments regarding the proposed location of the crossing, its design, and the authorization for the application from the local governments. On October 27, 1988, DOT issued an Intent to Issue Permit which found that the criteria set forth in Section 335.141, Florida Statutes, together with the applicable rule, had been met and approved the crossing under specified conditions. Those conditions were: The FEC will provide, furnish or have furnished, all necessary materials required for, and will construct at the Applicant's expense, a standard railroad crossing Type "T" Modified in accordance with the Department's Standard Index Number 560 attached hereto and made a part hereof as Exhibit "D". Upon completion of the crossing, the Applicant shall be responsible for the maintenance and maintenance costs of the roadbed and surface outside the limits of the railway ties throughout the crossing area. The Railroad Company shall be responsible for the maintenance of all track structure and rail components, including the road surface and substructure within the width of the rail ties throughout the crossing area, all at the expense of the Applicant. The Railway Company shall furnish the necessary materials and install at the Applicant's expense, automatic grade crossing signals and/or other traffic control devices, Type - IV, Class - III, in accordance with the Department's Standard Index 17882 attached hereto and made a part hereof as Exhibit "E". Upon completion of the signal installation, the Applicant shall be responsible for the annual maintenance cost in accordance with the amounts specified in the Department's Form 841-37, as amended, attached hereto and made a part hereof as Exhibit "F". The Railway Company shall be responsible for the actual maintenance of the signal devices. The Applicant and Railroad Company shall enter into a Maintenance Agreement covering the grade crossing and signal devices and furnish the Department a copy of the executed Agreement. Construction of the public railroad - highway grade crossing shall commence within twenty-four (24) months from execution of this document or this permit shall become null and void. Frederick Small Road is located within a rapidly developing area of northern Palm Beach County. Access to this area has been enhanced by the opening of a segment of Interstate 95. Since the opening, the Jupiter community has grown dramatically. Development has also been encouraged by the change in a policy of the MacArthur Foundation which is now allowing development of large tracts of its lands. Formerly, these lands, located in the vicinity of the proposed crossing, were to remain undeveloped. As a result of the increase in population, traffic generated along Frederick Small Road has greatly increased. The other east-west corridors have also experienced increased traffic. Currently, traffic using Frederick Small Road must divert either north or south to railway crossings in order to cross the FEC. A crossing at Frederick Small Road would afford traffic a more direct access to a hospital, a school, and a major development. The growth experienced in the Jupiter area is likely to continue. The crossing at Frederick Small Road would be more likely to be utilized and be more convenient to use than other alternate traffic routes. The alternate traffic routes are congested; consequently, there are significant vehicular delays when trains traverse the crossings. An additional crossing at Frederick Small Road would not significantly delay railway traffic. The opening of the Frederick Small Road crossing should result in an increased likelihood of rail-traffic accidents. However, the likelihood of more severe accidents at the alternate route crossings would increase if the crossing at Frederick Small is not opened. A grade-separated crossing results in fewer rail- traffic accidents. Such crossings are appropriate when the traffic volumes are so great that the crossing at grade would result in a great likelihood of rail-traffic accidents. In this case, the estimated traffic volumes do not warrant a grade- separated crossing. The opening of a railway grade crossing creates a potential for railway liability based upon accident costs. The effect of the crossing proposed for Frederick Small Road should not adversely affect the railroad's operation expenses in another way. The costs associated with the maintenance of the crossing will be borne by the applicant. The County intends to close one railway crossing at a location south of the one proposed for Frederick Small Road. The closing of that crossing should result in a net reduction in operating expenses for the FEC. The costs associated with the potential liability due to traffic-rail accidents are not certain. Those potential costs do not outweigh the convenience to be derived from the opening of the crossing. The proposed design for the crossing and its signalization meet all applicable road-rail standards. There are no visibility factors to preclude the opening of the grade crossing proposed for Frederick Small Road. There are no existing passing tracks to be affected by the proposed crossing.
Recommendation Based on the foregoing, it is RECOMMENDED: That the Florida Department of Transportation enter a final order approving the permit application for a railway grade crossing at Frederick Small Road under the terms outlined in the Intent to Issue. DONE and ENTERED this 6th day of March, 1990, in Tallahassee, Leon County, Florida. JOYOUS D. PARRISH Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32301 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 6th day of March, 1990. APPENDIX TO CASE NO. 89-0536 RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY THE PETITIONER: Paragraphs 1 through 3 are accepted. Paragraphs 4 through 7 are rejected as conclusions, argument, comment or contrary to the weight of the evidence. With regard to paragraph 8, it is accepted that the opening of the Frederick Small Road crossing will result in an increased potential for automobile/rail accidents at that location; however, there will not be a substantial economic impact on the FEC such conclusion is rejected as contrary to the weight of the evidence. With regard to paragraph 9, it is accepted that the Frederick Small Road crossing will cause reduced train speeds but that should not substantially impact the operations of the FEC; consequently, the balance of the paragraph is rejected as contrary to the weight of the evidence. Paragraphs 10 and 11 are rejected as contrary to the weight of the evidence. RULINGS ON THE PROPOSED FINDINGS OF FACT SUBMITTED BY THE COUNTY AND DOT: Paragraph 1 is accepted. The first two sentences of paragraph 2 are accepted; the balance is rejected as comment, irrelevant, or argument. Paragraph 3 is accepted. The first sentence of paragraph 4 is accepted; the balance is rejected as comment, irrelevant, or cumulative. Paragraphs 5 and 6 are accepted. Paragraph 7 is rejected as irrelevant. Paragraphs 8 and 9 are accepted. Paragraph 10 is rejected as irrelevant. Paragraphs 11-14 are rejected cumulative, irrelevant, or unnecessary to the resolution of the issues of this case. Paragraph 15 is accepted. Paragraph 16 is accepted. Paragraphs 17-20 are rejected as argument, comment, or irrelevant. Paragraph 21 is rejected as cumulative. With regard to paragraph 22, it is accepted that the new crossing will result in an increase in train/vehicle accidents; otherwise the paragraph is rejected as argument or comment. The first two sentences of paragraph 23 are accepted; the balance is rejected as argument or comment. Paragraph 24 is accepted. Paragraphs 25 through 28 are accepted. Paragraphs 29 through 33 are rejected as cumulative, irrelevant, or comment. Paragraphs 34 through 36 are rejected as comment, argument, or cumulative. The first sentence of paragraph 37 is accepted; the balance is rejected as comment or argument. Paragraph 38 is accepted. Paragraph 39 is rejected as argument, comment, and irrelevant. COPIES FURNISHED: Ronald K. Kolins Thomas A. Sheehan, III MOYLE, FLANIGAN, KATZ FITZGERALD & SHEEHAN, P.A. Post Office Box 3888 625 North Flagler Drive 9th Floor-Barnett Centre West Palm Beach, Florida 33402 Lawrence Paine Florida East Coast Railway Company 1550 Prudential Drive Suite 400 Post Office Box 1380 Jacksonville, Florida 32201-1380 Rivers Buford Department of Transportation Haydon Burns Building 605 Suwannee Street, MS-58 Tallahassee, Florida 32399-0458 Ben G. Watts, Secretary Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0458 Thomas H. Bateman, III General Counsel 562 Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0458
