The Issue Whether the Florida Department of Transportation should issue a permit for the installation of a public at-grade railroad crossing in the vicinity of the Georgia, Southern and Florida Railroad track, 1,027 feet North of Milepost 214 on the alignment of Baya Avenue, East of Lake City, Florida.
Findings Of Fact Having heard the testimony of witnesses for the petitioner and the arguments of counsel and those witnesses appearing for the Department of Transportation on the issues and considering the evidence presented in this cause, it is found as follows: Petitioner, Florida Department of Transportation, is duly authorized to establish and maintain a primary system of highways within the boundaries of the State of Florida. The Petitioner has heretofore filed an application with the appropriate division of the Department of Transportation of the State of Florida pursuant to Chapter 330.21 Florida Statutes, for Permission to establish a graded railroad crossing for Baya Avenue (U.S. 90) within the city limits of Lake City, Florida on the state primary highway system proposed to intersect the Respondent Railroad's tracks approximately 1,027 feet North of Milepost 214 of the Georgia, Southern and Florida Railroad. The Respondent Railroad Company did not appear although the record shows that Notice of Hearing was properly given and that plans of the project and proposed signalization were duly sent by letter dated October 8, 1975. There was uncontroverted testimony by Mr. Terry Crews, Assistant District Utilities Engineer for the Petitioner that Mr. R. A. Kelso, Chief Engineer, Design and Construction, Southern Railway System had discussed a portion of the project by telephone with Mr. Crews and no objections were raised. No letters of objection were filed. The Petitioner is in the process of constructing a new four-lane vehicular thoroughfare. This construction is necessary in the rerouting of vehicular traffic through Lake City, Florida (U.S. 90). As a part of this construction it is necessary to cross the railroad and State Road 100 which lie adjacent to each other. It will be a four-lane divided highway with a painted median, with curbs and gutters in the vicinity of the crossing. At the time of construction, the railroad will consist of single-line trackage that carries two (2) trains per day at speeds of approximately 20 miles per hour. It is estimated that approximately 20,000 vehicles per day will use this facility by 1984. Studies conducted by Department of Transportation personnel reveal that the crossing should be signalized with cantilevered flashing lights, ringing bells and pavement markings in accordance with the Manual on Uniform Traffic Control Devices. This signalization should be interconnected with vehicle traffic signalization located at State Road 100 to control vehicular traffic at the highway crossing as well as the railroad crossing. The applicant agrees to install and maintain such signalization. The Hearing officer further finds: The proposed crossing is necessary and desirable; The signalization is adequate as planned, to protect the public; The Petitioner needs the crossing; The Respondent has not opposed the crossing; The Petitioner, Florida Department of Transportation, will Install and maintain the crossing.
Findings Of Fact Petitioner, the Deltona Corporation, is managing a development known as Rotonda owned by Cape Cave Corporation and desires to open two at-grade railroad crossings from this development to SR 771, the major road providing access to and from the development. Both of these crossings were previously approved by the railroad and the county agreed to maintain the crossings once installed. However Petitioner desires to relocate the crossing previously existing at Rotonda Boulevard 50 feet to the north and change Ingram Boulevard crossing to a four lane road. The proposed crossing at Ingram Boulevard is some 2300 feet north of Rotonda Boulevard. The hurricane evacuation route for the people in the area to SR 771 is over Rotonda Boulevard. Most of the lots in the Rotonda development have been sold and the developer is not in the process of installing the streets. It is Petitioner's position that the additional crossing at Ingram Boulevard is needed to provide egress for the Rotonda residents when the other crossings congested with hurricane evacuation traffic. Neither of the roads involved approach the railroad at a right angle. Proceeding northeast Rotonda Boulevard parallels the railroad until just before reaching the point of crossing when Rotonda Boulevard turns 60 degrees to 70 degrees to the right. The track is then crossed at an angle of some 30 degrees from normal. The approach at Ingram Boulevard turns about 30 degrees to the right when proceeding eastward and the road then crosses the track nearly normal thereto. Additionally Antilla Drive joins Rotonda Boulevard at the point Rotonda turns right to cross the track thus creating a Y intersection immediately before the crossing. The view of the crossing at Rotonda Boulevard East is obstructed to some extent by vegetation and the angle of the crossing further impedes the safety features of this crossing. The approach to the Ingram boulevard crossing from SR 771 is nearly normal and from the development the angle is about 30 degrees. Accordingly the Ingram crossing, assuring proper signaling devices are installed, would provide the safer crossing. The SAL track here involved is infrequently used, with only one or two trains per day and the train speed is restricted to slow. Respondent, in regulating the crossings, prefers to have adjacent crossings of a track separated by considerably greater distances than one-half mile.
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.
Findings Of Fact At present, near the proposed crossing on S.W. 184th Street, there are three existing railroad crossings located in the "Fifth District" of the Florida East Coast Railway System which runs from Kendall Junction south to Florida City. The filing of Dade County's application to open a crossing at S.W. 184th Street prompted the Florida East Coast Railway (FEC) to file an application to close S.W. 186th Street. Specifically, there is presently a crossing on S.W. 186th Street, a crossing to the north, at milepost 381 (Hibiscus), and a crossing to the south at milepost 382 (S.W. 107th Avenue). If the proposed application for the opening of S.W. 184th Street is granted, the site will be located approximately 900 feet to the north of the S.W. 136th Street crossing. As such, if the crossing at S.W. 186th Street is retained, there would be three public crossings within a distance of approximately 3/5ths of a mile and four public crossings in a distance of approximately one mile. Within the immediate area, FEC currently has tri-weekly service on a regular basis over the existing crossing sites with regular movement of hazardous materials and cargo on such trains. The cars are loaded, moving from north to south and empty, moving from south to north. Included among the commodities transported by FEC is jet fuel for Homestead Air Force Base. Additionally, train movement includes maintenance work trains, which are subject to daily movements, and extra trains when business dictates. The normal speed limit for trains in this area is 40 miles per hour, subject, of course, to slow orders for maintenance work. U.S. 1 is immediately to the east and parallel to the FEC Railway System at all of the subject crossings. Homestead Avenue borders the railway system to the west between Hibiscus and S.W. 186th Street. The testimony presented and introduced indicates that U.S. 1 is a crowded highway very close to capacity, with no planned improvement north of the proposed crossing within the next five years. There are, however, plans to upgrade Homestead Avenue between S.W. 184th Street and S.W. 186th Street. S.W. 186th Street is a two-lane road which runs primarily in an east/west direction from Krome Avenue to just east of U.S. 1, where it terminates in a residential area. The area between the Homestead extension of the Florida Turnpike and U.S. 1 consists mainly of warehouses with limited retail outlets and a branch of the U.S. Postal Service. Access to the industrial area southward is along U.S. 1 with a southwesterly turn on S.W. 107th Avenue and from the west by use of either S.W. 186th Street or S.W. 184th Street. Entrance to this area from the north is gained by the use of the Florida Turnpike and from the south by use of S.W. 107th Street. Adjacent to S.W. 186th Street, between the Turnpike and U.S. 1, is an industrial area rapidly developing with warehouses and retail outlets. A main arterial which divides the industrial area in a north/south direction, is S.W. 107th Avenue, which crosses the FEC tracks to the south and then intersects with U.S. 1. The average traffic count in 1977 on S.W. 186th Street was 12,600 vehicles daily. These figures resulted from a joint count taken by the County and the State. This count centered around S.W. 186th Street in the vicinity of Homestead Avenue and at the intersection of S.W. 186th Street and U.S. 1. It is estimated that with the opening of the S.W. 184th Street crossing, approximately 6,000 vehicles per day would be diverted to that area from S.W. 186th Street. Opposition to the closing of the S.W. 186th Street crossing came from the business community situated in the industrial area and from the County. There were no opposing public witnesses such as surrounding homeowners or persons requesting east/west access at the hearing to voice opposition to the subject 186th Street application. While most of the opposition witnesses expressed an interest in keeping both the 186th Street and the proposed 184th Street crossings open, they all conceded that access is possible in the area and further, and that the inconvenience caused by closing the 186th Street crossing and opening the 184th Street crossing would result in an additional travel distance of no more than approximately one-half mile. It suffices to say that the opposition from the business community centers primarily upon the merchants and/or developers' desire to provide "direct" access into their respective locations. For example, witnesses from the U.S. Post Office located near the 186th Street crossing testified that if the 186th Street crossing is closed and the means of ingress and egress into the area be via 184th Street, an additional five minutes per route daily would be added to the carriers' route. Testimony introduced during the hearing indicates that the population trend is moving in a westerly direction and that the Post Office itself would use the Turnpike to serve all of their facilities in the west. The County introduced approximately 24 exhibits in support of its application to open the 184th Street crossing. The various exhibits generally show the various classification of minor and major arterial streets in the area. The County's engineer, who expressed an in-depth knowledge of the area, testified that both crossings are highly desirable and necessary, although he admits that with the opening of the 184th Street crossing, ample access will be possible into the subject area. In support of its position to close the 186th Street crossing if the 184th Street crossing application is granted, the Florida East Coast Railway offered the testimony of Joseph Rice, an independent consultant and a Registered Professional Engineer who was accepted as an expert witness during the hearing. Mr. Rice testified that it was not essential that both crossings remain open at the same time, inasmuch as it was possible to handle sufficient vehicular capacity at the 184th Street crossing. He emphasized that in view of the fact that S.W. 184th Street is considered a major arterial route and in view of the County's long-range plan of developing 184th Street as a major arterial in addition to the length of S.W. 184th Street, the logical place to place a crossing would be S.W. 184th Street. Mr. Rice testified that under today's traffic count of approximately 13,000 vehicles per day, a four-lane divided facility would accommodate the traffic in either location and a six-lane facility would accommodate traffic even up to the County's year 2000 projection of approximately 24,000 to 26,000 vehicles on S.W. 184th Street and 7,000 vehicles on 186th Street. He added that with the addition of a four-lane road at S.W. 184th Street, a reduction in travel time and congestion in the area around 186th Street would result. Finally, he testified that the lessening of "conflict points" would enhance the safety of this area. In this regard, according to the testimony introduced by FEC, the subject district is one of the highest accident districts for FEC. After due consideration of the above and in view of all of the reasons introduced by Mr. Rice to the effect that the proposed crossing at S.W. 184th Street is sufficient when properly constructed to handle ingress and egress in the area, a reduction of "conflict points" within a resultant increase in overall vehicular safety, the minimal inconvenience stemming from the closing of the S.W. 186th Street crossing, and the County's long-range and present plans to designate S.W. 184th Street as a major arterial route, dictates that the crossing be closed at S.W. 186th Street and that the new proposed crossing be opened at S.W. 184th Street. I shall so recommend.
Recommendation Based upon the foregoing findings of fact and conclusions of law, it is hereby RECOMMENDED: That the proposed application to open an at-grade railroad crossing at S.W. 184th Street (Milepost 382 + 1529') be granted. Additionally, it is recommended that the crossing at 184th Street be equipped with cantilevered flashing lights, gates and bells to provide maximum safety to vehicular traffic. In view of the foregoing recommendation, it is additionally recommended that once the at-grade crossing at S.W. 184th Street is completed, the at-grade crossing at S.W. 186th Street be closed. RECOMMENDED this 5th day of December, 1978, in Tallahassee, Florida. JAMES E. BRADWELL, Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675
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.
The Issue Whether there should be a public at-grade opening and new roadway construction on 54th Avenue North, Section No. 15,000-6619 Pinellas County Parcel No. 1 (XSO-H) 2,088 feet northwest of Mile Post SY-886.
Findings Of Fact The railroad crossing at 59th Avenue North can serve as a single access to the proposed subdivision. Use of the access as the only entrance to the subdivision requires travel through a substandard area and requires the Petitioner to upgrade 1900 feet of a county owned road at its own expense (59th Avenue North). Two accesses would be convenient to the future homeowners and permit better accessibility for emergency vehicles and for service vehicles. If the proposed crossing is not approved, the Petitioner may not be able to obtain private or government subsidized financing (FHA) for the proposed subdivision. With respect to the proposed crossing at 54th Avenue North, the Petitioner has obtained an easement from Pinellas County for an extension of 54th Avenue across the railroad tracks into the subdivision. Pinellas County has accepted responsibility for perpetual maintenance of the crossing if the proper signalization is installed, at no expense to the county. The Respondent Florida Department of Transportation recommends that if the crossing is permitted, the following conditions be met: 54th Avenue North should be constructed with a six inch raised vertical curb on each side of the railroad tracks. 54th Avenue North should be modified to eliminate the dip which presently exists on each side of the railroad tracks in order to improve visibility. Side-mounted flashing lights, gates and bells should be installed at the crossing. That no structures should be built on the small triangular piece of land designated as Parcel B on Petitioner's Exhibit 3. The Respondent recommended and the Petitioner agreed that the signalization and roadway modifications will be installed or constructed without cost to the Florida Department of Transportation. The possible use of the railroad corridor as a mass transit or light rail facility is speculative at this time. The Respondent Seaboard Coastline Railroad had notice of the hearing and made no appearance.
Recommendation The Parties have shown that the crossing is necessary for the safety of the future residents of the area and that when developed, there will be a need for two accesses to the subdivision. Issuance of a permit for the proposed railroad crossing at 54th Avenue North with the conditions set forth in the fifth and sixth Finding of Fact. DONE and ORDERED this 2nd day of December, 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: William L. Boyd, Esquire Post Office Box 5617 Tallahassee, Florida 32303 Philip S. Bennett, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 G. S. Burleson, Sr. Assistant State Utility Engr. Haydon Burns Building, DOT Tallahassee, Florida 32304 Eugene R. Buzard, Esquire Seaboard Coastline Railroad 500 Water Street Jacksonville, Florida 32207 Henry Van Kestern Cambell - Van Kesteren, Inc. 4422 Cantral Avenue St. Petersburg, Florida 33711 W. L. Anderson District Utility Engineer, DOT Post Office Box 1249 Bartow, Florida 37516 W. Gray Dunlap, Esquire County Attorney 315 Haven Street Clearwater, Florida 37516 Thomas J. Murphy Post Office Box 1304 St. Petersburg, Florida 33733
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
The Issue Whether there should be an opening of a public at-grade railroad crossing by New Rail Line Construction in the vicinity of: 1420 feet west of Mile Post SX 904, Seaboard Coastline Railroad (Northwest 9th Street), Okeechobee County, Florida.
Findings Of Fact A railroad grade crossing application was submitted by Petitioner, McArthur Farms, Inc., for "opening a public at-grade rail highway crossing by New Rail Line Construction" in an unincorporated area of Okeechobee County on Northwest 9th Street and Seaboard Coastline Railroad, Railroad Mile Post 1420 feet west of Mile Post SX 904, west 900 feet, east 686 feet. The type of roadway is an existing paved two-lane road. The proposal is for a single track spur to serve one (switcher) train per day at a speed of 4 miles per hour. The cost estimate is $5,000 with the cost of the installation charged to the applicant. The cost estimate for annual maintenance is $800 with the cost of annual maintenance charged to the applicant. The signal installation is to be performed by the applicant and is a "warning sign." The cost of the installation is to be charged to the applicant. The application was submitted on February 18, 1977 and received departmental approval on February 21, 1977. The parties submitted a joint exhibit which is the letter from the Respondent, Seaboard Coastline Railroad Company, stating: "Further reference is made to your letter of February 21, 1977, and my reply of February 25 which had to do with application of McArthur Farms, Inc., for a crossing at grade of existing 15th Street by an industrial spur track at Okeechobee, Fla. This Company will have no objections to this proposal with the understanding that all ex- pense in connection therewith, including cost of signals or other warning devices which may be required, will be assumed by the Industry. Presume we shall be given notice of the hear- ing on this application. Yours very truly, T. B. Hutchenson Assistant Vice President" The following statement was made by the attorney for the Respondent, Florida Department of Transportation, and concurred with by the attorney for the applicant: "In summary, Madam Examiner, the applicant made application for a spur line, located between other spur lines, across a two lane road in a rural area. The crossing will be used to service a feed mill. The movements will be in the daytime. There are less than 5,000 motor vehicles presently using the two lane roadway, traveling at less than 30 miles per hour. The roadway is two lanes. The characteristics of the highway in ques- tion are conducive to manual flagging and stopping of traffic. There will be no night movements of the train. And it meets the factual requirements that fall within an exception to any requirement for active signalization inasmuch as the exception within which it falls is in the afore cited provision of the Florida Administrative Code. (Chapter 14-46.03(3)(g)2., F.A.C.) The applicant will pay for the installation of the crossing and the necessary cross-bucks as minimum signalization, and there will be provided manual flagging for the crossings. So need has been established, safety pre cautions have been arranged and the crossing itself falls within the exceptions to active signalization." The Hearing Officer further finds: The need has been established for the crossing. Safety precautions needed have been arranged.
Recommendation Grant the permit upon the applicant's submitting an agreement with the Respondent railroad for the installation of the crossing and the signalization. DONE and ORDERED this 15th day of September, 1977, in Tallahassee, Florida. 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 Harry K. Bender, Esquire Nicholson, Howard, Brawner & Lovett 131 Dade Federal Building 119 East Flagler Street Miami, Florida 33131 Eugene R. Buzard, Esquire Seaboard Coastline Railroad Company 500 Water Street Jacksonville, Florida 32202
The Issue Whether a permit should be granted for an at-grade crossing in the vicinity of Live Oak, Perry and South Georgia Railway Company Mile Post 1688 feet east of Mile Post 40.
Findings Of Fact Proper notice was given the parties and the hearing was delayed for thirty (30) minutes after time of notice in the event that the Respondent desired to make an appearance but was unavoidably detained. State Road 20 was relocated so that the subject crossing is necessary to the straightening and the realignment of the existing road. The average daily traffic is estimated to be 3,600 for the year 1976 and to be 4,800 in ten (10) years. The railroad is a single line trackage and is shown by the inventory to carry four (4) trains per day at 10 m.p.h. The tracks serve a local paper mill in Foley, Florida. An agreement has been worked out between the Department of Transportation and the Respondent railroad. The agreement provides for the protection and signalization at the location of the subject crossing and provides for the funding of the project. The prior or present crossing in this vicinity on State Road 20 will be open and in operation approximately 600 feet from the proposed crossing. Both crossings will have flashing lights and the existing crossing will carry primarily local traffic coming out of the county grade road. The new crossing will bear most of the traffic. The Respondent railroad is in agreement with the opening of the crossing; the Department of Transportation is in agreement that the additional crossing be permitted; the parties agree that the signalization shall be cantilevered flashing lights.
Recommendation Grant the permit to open the crossing. DONE and ORDERED this 12th day of February, 1976. 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 Office of Legal Operations Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Mr. R. A. Kelso, Chief Engineer Design & Construction Southern Railway Company (Live Oak, Perry and South Georgia Railway Company) 99 Spring Street, South West Atlanta, Georgia 30303
Recommendation Based upon the above findings of fact and conclusions of law, it is RECOMMENDED that the application of the L&N Railroad Company to close the Johnson Street or Post Office Road rail/highway crossing be DENIED. Respectfully submitted this 24th day of October, 1979, in Tallahassee, Florida. DIANE D. TREMOR Hearing Officer Division of Administrative Hearings 101 Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Dawn E. Welch, Esquire Beggs and Lane Post Office Box 12950 Pensacola, Florida 32576 John Dowd, Esquire Post Office Box 129 Fort Walton Beach, Florida 32548 Philip S. Bennett, Esquire Department of Transportation Haydon Burns Building 605 Suwanee Street Tallahassee, Florida 32304 Secretary William N. Rose Department of Transportation Haydon Burns Building 605 Suwanee Street Tallahassee, Florida 32301
