Findings Of Fact The sign here in issue was erected in 1992 and remained in the same location until December 1986. The sign is located along the west side of U.S. 19 in Pasco County, Florida, 41 feet from the western edge of the pavement. The DOT right-of-way at this location is 57 feet. U.S. 19 is part of the state highway system. Respondent stipulated that the sign was located in the DOT right-of-way and was in violation. Upon receipt of the violation notice, the association relocated the sign off of the DOT right-of-way within ten days of the notice of violation (December 11, 1986).
The Issue Whether Relocation Assistance Appeal of Petitioner should be granted. Petitioner was not represented by legal counsel or other representative at the hearing. After an explanation of her rights in administrative hearings conducted under the provisions of Chapter 120, Florida Statutes, Petitioner stated that she wished to proceed in her own behalf.
Findings Of Fact Petitioner moved into an apartment located at 1013 West Broward Boulevard, Fort Lauderdale, Florida on June 9, 1977. (Testimony of Petitioner, supplemented by Exhibit 2) On August 3, 1977, Petitioner acknowledged receipt of a letter from Respondent which notified her that Respondent was in the process of acquiring right-of-way for a state road project located where she lived and that negotiations for the purchase of the property had begun on June 23, 1977. The letter enclosed an informational brochure entitled "YOUR RELOCATION" and expressed the desire of Respondent to assist in Petitioner's relocation necessitated by the property acquisition. (Exhibit 1) In late November or early December, 1977, Petitioner vacated her apartment upon the request of the landlord for non-payment of the rent. (Testimony of Petitioner, supplemented by Exhibit 2) Respondent purchased the property where Petitioner had resided from the West Broward Land Corporation on February 8, 1978. The purchase was accomplished pursuant to the Federal Highway Aid Program (PL 91-646) and involved the widening of Broward Boulevard (SR 842). Guidelines under the federally funded program are implemented by the Federal Aid Highway Program Manual and by Chapter 14-14.05, F.A.C., which incorporates by reference Respondent's Right-of-way Bureau Operating Procedures. These procedures include eligibility criteria for receipt of monetary payments by individuals who have been displaced from real property as a result of its acquisition by the state. (Testimony of Moon, Exhibit 3) On February 15, 1978, Petitioner was present at the residence of another tenant of the apartment building at the time Respondent's right-of-way agent was explaining relocation benefits to that individual. Petitioner asked the agent if she could return to her former apartment and resume occupancy, but he explained that he had no authority to grant such permission. Thereafter, Petitioner moved back into the apartment. She testified at the hearing that one of Respondent's employees named Bill Barnette had told her she could occupy the premises. This alleged authorization however, took place at the time Petitioner was given a check for $320 for moving expenses by Barnette sometime in March, 1978. (Testimony of Way, Petitioner, Crawford, Johnson, supplemented by Exhibits 2, 5) Thereafter, Petitioner made application with Respondent for rent supplement payments, but by letter of October 2, 1978, Respondent denied any such payment on the ground that Petitioner was not living on Broward Boulevard when the state obtained legal possession of the property. (Testimony of Moon, Case File)
Recommendation That Petitioner's appeal be denied. DONE and ENTERED this 13th day of March, 1978, in Tallahassee, Florida. THOMAS C. OLDHAM Hearing Officer Division of Administrative Hearings 530 Carlton Building Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 13th day of March, 1978. COPIES FURNISHED: Philip S. Bennett, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Sallie Mae Ray 429 1/2 North West 7th Terrace Ft. Lauderdale, Florida 33311 Also mailed to Ms. Ray at: Apartment 14 North West 10th Avenue and 7th Street Fort Lauderdale, Florida
Findings Of Fact Respondent employed at least 15 persons for each working day in each of at least 20 calendar weeks during the years in question. Petitioner, whose country of origin is Iran, holds a Bachelor of Science degree in civil engineering from the University of Central Florida. In early 1987. Petitioner submitted to Orange County an application for employment. The application was accidentally lost, resulting in the passage of several months during which Petitioner was not considered for employment. After expressing his frustration with the personnel department, Petitioner submitted another application in the fall of 1987. Relations between Petitioner and the personnel department were strained as Petitioner repeatedly followed up on his application and demanded an internal investigation into the matter. Although warning him that he was over-qualified for the position, the personnel department arranged for Petitioner to interview for an opening as an Engineering Technician III with the Orange County Highway Construction and Maintenance Department. On February 11, 1968, William Baxter, manager of the Orange County Highway Construction and Maintenance Department, interviewed Petitioner for the above-described position. During the course of the interview, Mr. Baxter decided that Petitioner was over-qualified for the Engineering Technician III position. However, aware that a person serving as an Engineer I had quit a few days earlier, Mr. Baxter summoned William E. Whyte, assistant manager of the same department, to join in the interview. At the conclusion of the interview, Mr. Baxter and Mr. Whyte told Petitioner that he would not have to submit to another interview for the Engineer I position. They did not, however, promise the position to Petitioner, although the interview had generally gone well for him. Mr. Baxter and Mr. Whyte mentioned that the position first had to be made available for then- existing qualified employees, but they were unaware of any who had applied. The job opening had been advertised publicly at about the same time that it had been posted internally. Pursuant to the requirements of the Orange County Commission Personnel Policy Manual, Section 2.11, the Highway Construction and Maintenance Department posted the Engineer I vacancy notice for existing employees on February 12, 1988. The notice stated that the position was delinquent in minorities: black. On February 17, 1989, Mr. Rolando L. Raymundo, a Filipino then employed by the department as an Engineer Technician IV, applied for the Engineer I position for which Petitioner was being considered. Mr. Raymundo also held a college degree in civil engineering and was more experienced than Petitioner in the work involved. Due to other responsibilities, neither Mr. Baxter or Mr. Whyte pursued the Engineer I opening for a couple of months. On April 27, 1988, Mr. Whyte interviewed Mr. Raymundo, whom he recommended on that date for promotion to Engineer I, effective May 15, 1988. In the meantime, no one with Orange County informed Petitioner of the status of his application or the fact that Mr. Raymundo eventually had been hired to fill the position. This treatment was not unique to Petitioner, however. Due to the number of applications received and personnel available to process applications, the personnel department does not routinely inform unsuccessful applicants that they have not been chosen for a particular position.
Findings Of Fact Stipulated Facts Facts set forth in paragraphs 1.-13., below, are agreed to by the parties. The Petitioner in this matter, Racetrac Petroleum, Inc., owns a parcel of land in Hernando County, on the southwest corner of State Road 50 and Windmere Extension. The parcel is located east of the Interstate 75/State Road 50 interchange. Petitioner has constructed a service station and convenience store at that location. State Road 50 has been classified as a Class 3 Road east of Interstate 75, with a posted speed limit of 45MPH. Interstate 75 is a limited access facility and the Interstate 75/State Road 50 interchange is a limited access interchange. To the west of Petitioner's parcel, and closer to the Interstate 75 interchange, is a Texaco service station which abuts State Road 50 and has two driveways to State Road 50. The Texaco service station does not abut any other road or connection to State Road 50. Abutting the east property line of Petitioner's parcel is a parcel that also abuts State Road 50 and on which a McDonald's restaurant is located. Along the common property line between the two parcels is a joint ingress and egress easement. This joint ingress and egress easement remains in effect as of this date. At this time, there is a four-lane paved facility on the easement which is east of Petitioner's parcel and on McDonald's parcel. That facility currently provides the only vehicular route to and from State Road 50 for Petitioner's parcel, the McDonald's parcel and the parcel to the south. The four-lane facility between Petitioner and McDonalds was originally constructed by McDonalds as a three-lane facility to serve its parcel, Petitioner's parcel and the parcel to the south. On December 16, 1992, during the construction of its service station and convenience store, Petitioner applied to Respondent DOT for a permit to modify the existing facility. The December 16, 1992, permit application proposed to "modify existing driveway per the request of Hernando County (Increase existing radius from 25' + to 50)." DOT approved Permit No. A-08-92-0023 on February 19, 1993. Petitioner completed construction of a service station and convenience store on the parcel and modified the facility in accordance with DOT's Permit. On June 15, 1993, Petitioner filed an application with DOT for an access connection permit to construct and operate a 28-foot wide right-in/right- out access connection to State Road 50, 185 feet west of the original driveway. The application was assigned Application No. A-08-93-0034P by DOT. On July 12, 1993, DOT issued a Notice of Intent to Deny the application. The Notice of Intent to Deny stated that the application was being denied for the following four reasons: Proposal fails to provide 440' Minimum Clearance Spacing per 14-97.003 Proposal falls to provide 440' minimum clearance from end of the acceleration lane taper from a Limited Access facility (Inter- state 75) per Rule Chapter l4-97.003(l)(j)l. Reasonable access to the State Highway System is provided to the site via an existing "joint use" access located 185' east of the proposed access connection. Proposed access connection may create safety and operational problems within the operational sphere of the Limited Access Interchange. The Notice of Intent to Deny also stated that Petitioner could appeal the intent to deny or submit a revised application within 30 days of receipt of the Notice. On September 13, 1993, Petitioner submitted plans for a right-in only connection to State Road 50. Accompanying the plans was a supporting traffic study and a transmittal letter. On October 7, 1993, DOT issued a letter which acknowledged receipt of the September 13, 1993, submittal and presented the following reasons why DOT's Notice of Intent to Deny would remain in effect: Proposal fails to provide 440' Minimum Clearance Spacing per 14-97.003 Proposal fails to provide 440' minimum clearance from end of the acceleration lane taper from a Limited Access facility (Inter- state 75) per Rule Chapter l4-97.003(l)(j)l. Reasonable access to the State Highway System is provided to the site via an existing easement located 185' east of the proposed access connection. None of the original reasons for denial were addressed. The Highway Capacity Software weave analysis in the Supplemental Traffic Report shows no benefit to the State Highway System. The traffic count and turning movement data indicate that the 4 lane facility is operating within capacity, thus showing that existing access is adequate. There is a significant difference in the rate of deceleration for vehicle entering the proposed driveway (5.81 mph/s) and the existing driveway from the ramp end (4.36 mph/s). The deceleration rate for vehicles entering the proposed driveway exceeds 5.5 mph/s. This rate is described in the ITE Transportation and Traffic Engineering Handbook as reasonably comfortable for car passengers. The proposed "Right In" geometry cannot reasonably accommodate WB-50 or WB-40 Vehicles. The Radius of Return at the Windmere Road entrance is 50'. The radius was improved from 40' and can now accommodate WB-50 vehicles. 1O. The site entrance is located some 200' from SR 50. There is ample space for truck movements given the existing access. The October 7, 1993, letter stated that DOT's Notice of Intent to Deny would remain in effect and that DOT would accept a response within eleven days of the receipt of the letter. The letter further stated that, if there was no response within eleven days, any future requests for connection would require a new application along with the applicable fee. On October 21, 1993, Petitioner filed the first petition for a formal hearing, which was assigned DOAH Case No. 93-6932. On December 15, 1994, Petitioner filed the second petition for a formal hearing, which was assigned DOAH Case No. 95-0248. Other Facts Petitioner's first interaction with DOT regarding access to State Road 50 resulted from meetings in late 1991 with DOT District 7 representatives. Access at the front of Petitioner's property, via a right-in/right-out driveway, was discussed during two or three meetings between representatives of the two parties. Petitioner was advised at that time of DOT's position that the proposed connection with State Road 50 could not be approved due to safety concerns about the impact of the connection on the operation of the interchange ramp coming off the interstate and the auxiliary lane on State Road 50. Petitioner was advised that the only access would be that afforded by the Windmere Extension, the four-lane facility located on the property easement between Petitioner's parcel and McDonalds. Windmere Extension is properly classified as a joint access connection to State Road 50. The pavement on the joint access easement terminates at the property lines of Petitioner and McDonalds with a barrier erected at the end of the drive. On December 5, 1992, DOT issued a Notice of Conceptual Review Findings, stating the following reasons for the denial: The proposed connection on State Road 50 encroaches into the merge lane from Inter- state 75; The proposed connection does not meet the requirements to be located a minimum of 1320 feet from the terminus point of the taper from the interstate; The frontage road immediately adjacent to the parcel on the east is designed to provide access to the site. Following receipt of the Notice of Conceptual Review Findings, Petitioner's representative applied again for a conceptual review in order to obtain direct affirmation that access would be afforded only via the Windmere Extension. DOT responded with a second denial specifically stating that access must be accomplished via Windmere Extension, the frontage road east of the property. Thereafter, Petitioner closed on the purchase of the property, apparently satisfied that Windmere Extension afforded adequate vehicular access for a convenience store and gasoline station. Petitioner normally attempts to ascertain property access prior to purchase. Petitioner's property is not properly classified as an isolated corner property under DOT's rules. Rather, Windmere Extension functions as a common access drive, as opposed to a road. It is the existence of Windmere Extension as an established access point for Petitioner that prevents the catagorization of Petitioner's property as an isolated corner property. In 1992, during the development of Petitioner's parcel, Petitioner applied for and received a permit from DOT to perform modifications on the Windmere Extension. Petitioner's representative confirmed his understanding with DOT's District 7 representative that this permit would be the only driveway requested by Petitioner. At the time of Petitioner's request for a permit to accomplish modifications to the Windmere Extension, McDonalds held an access permit for the Windmere Extension but was not made a party to the modification permit and has remained silent regarding the matter. In spite of the previous confirmation of Petitioner's representative of access via Windmere Extension, Petitioner applied in June, 1993, following completion of construction of their facility, for direct access to State Road 50 via a right-in, right-out connection. After denial of the requested right-in, right-out connection and prior to any request for formal administrative proceedings pursuant to Chapter 120, Florida Statutes, Petitioner requested the right-in connection on September 13, 1993. The request was filed subsequent to a conference between representatives of Petitioner and DOT which had been held to determine whether any basis existed upon which to mitigate denial of the requested right-in, right-out connection. Immediately upon exiting from Interstate 75 on to State Road 50, the first business entity on the right hand side is a Texaco service station. The Texaco station is an older facility and continues to utilize its only access to State Road 50, both right-in and right-out exits. Petitioner's proposed right-in only connection is less than 440 feet from Texaco's nearest driveway and is less than 440 feet from Windmere Extension. The proposed right-in only connection is less than 440 feet from the end of the taper of the eastbound exit ramp from Interstate 75 on the south side of State Road 50. The ramp extends into an auxiliary lane that continues eastward on State Road 50 and ends just past Windmere Extension. The purpose of the rule-required interval of 440 feet from the end of the taper of the exit ramp to the provision of an access point reflects a concern for safety. The spacing interval provides drivers exiting, in this case Interstate 75, with an opportunity to look rearward and pick a gap in through traffic and merge into the through lanes without the complication of also having to look forward to identify upcoming connections. The end of the taper of the exit ramp must be ascertained in order to determine where the 440 feet interval begins. An appropriate way to make this determination is to observe vehicles using the auxiliary lane to merge into the through lanes of State Road 50. The majority of the traffic exiting Interstate 75 via the eastbound State Road 50 ramp merges to the through lanes in front of the Texaco station and establishes the "functional end of the taper" as just east of Texaco's easternmost driveway. At this point, most vehicles exiting Interstate 75 have completed their merging movements to the through lanes of State Road 50. This location is consistent with the standard taper rate used by DOT to design ramps. The presence of a stoplight and a yield sign at the ramp for Interstate 75 and State Road 50 does not limit the influence of the interchange to the area west of the Texaco station. As established by observations made of vehicles entering the auxiliary lane from Interstate 75, most vehicles did not come to a stop at the yield sign before turning to the right and heading to the east. The area of influence of the interchange extends a considerable distance to the east. The Texaco station is closer to the Interstate than Petitioner's property, but it has little observed traffic. No evidence was presented probative of any significant safety or operational problem for the interchange ramp or State Road 50 which is occasioned by the placement of the Texaco Station. Constructed in the early 1970's, the station predates DOT access management spacing standards. Connections constructed prior to the adoption of those access management standards are "grandfathered." The Windmere Extension provides reasonably safe and efficient access to Petitioner's property on State Road 50. Observations support findings that petroleum product laden tankers are able to enter and exit the property, that passenger vehicles enter and exit without problems with their movements, and larger vehicles also enter and exit the property without backing traffic up onto the state highway. The joint access connection at Windmere Extension provides sufficient access to reasonably serve needs of Petitioner's property. Traffic flows effectively between Petitioner's property and State Road 50 via the joint access connection. The Petitioner's gasoline station appears to be reasonably busy. As documented by video tapes admitted in evidence, traffic is observed to be regularly entering and leaving the property. The station has been observed with all fueling stations occupied. Those occasional problems encountered with large vehicles on Petitioner's property appear to be susceptible to alleviation by on- site changes. The layout for the State Road 50 location is pretty much a standard site plan for Petitioner's properties. Petitioner's store and gasoline pumps are generally located toward the front of the parcel, facing State Road 50. At this time, the only function of the access connection at Windmere Extension is to provide vehicular access to the Petitioner and McDonald's parcels. As previously noted, a barrier marks the conclusion of Windmere Extension at the southern property boundary of the Petitioner and McDonalds parcels. No evidence was presented that development of the parcel to the south of these two businesses was impending. Absent development to the south, there is no reason to expect growth in traffic on Windmere Extension except due to growth of business for the Petitioner and McDonald's properties. Until development occurs, Windmere Extension will continue to provide reasonably safe and efficient access to Petitioner's property. The right-in only access connection proposed by Petitioner would create an unsafe condition on State Road 50. Petitioner proposes to locate the connection in an auxiliary lane extending from an Interstate 75 exit ramp. Most motorists exiting the Interstate and heading east use that portion of the auxiliary lane to merge with eastbound traffic lanes while other motorists merge into the auxiliary lane in anticipation of turning right at Windmere Extension. Most of the traffic merging into through lanes complete that maneuver in front of the Texaco station, while motorists merging to turn right at Windmere Extension complete that maneuver at the proposed connection location. The addition of the proposed right-in connection would cause some portion of the traffic currently turning right at Windmere to turn at the proposed connection, increasing conflicts between vehicles exiting Interstate 75 and accelerating into through lanes with those automobiles decelerating from State Road 50 in preparation for a right turn at Windmere Extension or the new proposed connection. Drivers from State Road 50, intending to enter the new connection, would merge into the ramp/auxiliary lane in front of the Texaco station, right where the majority of drivers currently accelerate and merge out into State Road 50. The simultaneous acceleration and deceleration of vehicles merging into and out of the auxiliary lane in front of the Texaco station would create a substantial safety problem for State Road 50. Distance would be shortened within which drivers must observe other traffic, pick their gap and merge into the other lane. Eastbound drivers exiting Interstate 75 to State Road 50 will be looking to the rear to pick their gaps as opposed to looking to those vehicles ahead in the auxiliary lane. In addition, the proposed connection would create a safety problem for the substantial number of eastbound drivers that would not enter the new connection but would continue down the auxiliary lane to turn right at Windmere Extension to patronize McDonalds. Drivers exiting Interstate 75 that turn right at Windmere tend to remain in the auxiliary lane the entire time. These drivers will be behind slowing vehicles that are turning into the new connection. To escape the slowing vehicles, eastbound auxiliary lane drivers will tend to encroach into the through lane as they pass around the turning vehicles. Similarly, eastbound State Road 50 drivers who normally merge into the auxiliary lane in front of the proposed connection will remain in the through lanes longer and either begin decelerating in the through lane, creating a speed differential in that lane, or will have to decelerate at an uncomfortable rate over a shorter distance in the auxiliary lane. The short length or "throat" of the proposed connection, coupled with the need of turning vehicles to avoid other vehicles on the Petitioner site, pose additional safety problems. Larger vehicles, such as semi-trailers with a 50-foot wheelbase, recreational vehicles, and trucks towing trailers will have difficulty entering the site if other vehicles are moving in front of the pump islands or larger vehicles are parked at the pumps. Some semi-trailers entering the proposed driveway would have to pass under the edge of the canopy that overhangs the gasoline pumps in order to make a turn. Similar difficulties can be expected when vehicles are maneuvering in the area between the pumps and State Road 50. Larger vehicles entering the proposed connection will have to slow or stop to avoid moving vehicles already on the property, creating an operational and safety hazard on State Road 50 as traffic queues in the connection. There is a greater likelihood that vehicles caught in a queue will back out onto State Road 50 at the proposed location than if they enter at Windmere. Alternatively, the diversion of right-turning vehicles into the new connection would not significantly improve the safety of the intersection of State Road 50 and Windmere Extension. There are presently no significant conflicts between westbound vehicles turning left into Windmere Extension and right-turning vehicles. The westbound left-turning vehicles that are delayed by traffic are normally blocked by eastbound through traffic, rather than right- turning vehicles. As set forth in an attachment to Petitioner's Exhibit 16 entitled Guidelines for Driveway Location and Design placement of connections within the functional area of an intersection is not advised. The location of the proposed connection is at about the end of the functional area of the Interstate 75 interchange, but the functional area of the State Road 50/Windmere intersection can be said to extend west of the proposed connection. The current access arrangement is safer than the situation that arises after construction of the proposed connection. Petitioner's September 13, 1993, submittal to DOT of a proposed right- in only connection was not a revised application under Rule l4-96.007(2)(b) but rather an informal proposal submitted as a result of a meeting between DOT and Petitioner's representatives. Subsequent to DOT's denial of Petitioner's request for a right-in, right-out connection, Richard Peoples, Petitioner's vice-president in charge of site design, authorized the submission of the September 13, 1993 right-in only proposal and intended that both the original right-in/right-out proposal and the revised right-in proposal be "on the table." People's testimony at the final hearing to the effect that the second submission was meant to be a revised application is in conflict with his earlier deposition testimony that all offers were on the table. His final hearing testimony on this point is, accordingly, not credited. People's deposition testimony substantiates DOT's position that the second submission by Petitioner did not constitute the submission of a revised or amended application. DOT's October 7, 1993, letter conveyed rejection of both the originally proposed right-in/right-out connection and the right-in only proposal. The letter acknowledges receipt of the drawings and the supporting traffic study associated with the second submittal. Several of the enumerated comments in the letter expressly reject or comment negatively on the contents of the September 13, 1993, submittal. Subsequent to the issuance of the October 7, 1993, letter, Richard Baier, an employee of DOT charged with consideration of the connection application, had a telephone conversation with Petitioner's representative Lawrence Hagen and verbally advised him that DOT had rejected Petitioner's proposed right-in only connection. Hagen understood that the proposed right-in only connection had been rejected. Petitioner's October 21, 1993, petition for formal hearing was filed 38 days after DOT received the September 13, 1993, submittal from Petitioner.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that a Final Order be entered denying Petitioner's applications. DONE and ENTERED this 27th day of October, 1995, in Tallahassee, Florida. DON W. DAVIS, 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 27th day of October, 1995. APPENDIX In accordance with provisions of Section 120.59, Florida Statutes, the following rulings are made on the proposed findings of fact submitted on behalf of the parties. Petitioner's Proposed Findings 1.-3. Accepted. 4.-7. Rejected, subordinate to HO findings. Accepted. Rejected, hearsay. Rejected, not supported by weight of the evidence. Accepted. Rejected, absence of direct evidence. 13.-17. Rejected, not dispositive of material issues presented. Accepted, not verbatim. Rejected, subordinate to HO findings. 20.-21. Rejected, not materially dispositive. 22. Accepted. 23.-25. Rejected, not dispositive of material issues. 26. Rejected, not supported by the weight of the evidence. 27.-28. Rejected, relevance. 29.-30. Rejected, subordinate to HO findings. 31. Accepted. 32.-33. Rejected, subordinate, relevance. 34. Rejected, not supported by weight of the evidence. 35.-36. Rejected, subordinate to HO findings. Accepted, but not verbatim. Rejected, not supported by weight of the evidence. Accepted, not verbatim. Rejected, subordinate to HO findings. Rejected, legal argument. Rejected, subordinate to HO findings. Rejected, not supported by weight of the evidence. Rejected, subordinate to HO findings. 45.-48. Rejected, not supported by weight of the evidence. 49. Accepted. 50.-51. Rejected, subordinate to HO findings. 52.-56. Rejected, not supported by weight of the evidence. 57.-59. Rejected, subordinate to HO findings. 60. Rejected, weight of the evidence. Respondent's Proposed Findings 1.-14. Accepted. Rejected, redundant. Accepted. 17.-20. Rejected, unnecessary. 21.-57. Accepted in substance, but not verbatim. COPIES FURNISHED: Paul Sexton Assistant General Counsel Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450 John H. Beck J. Victor Barrios Ellen Chadwell Attorneys at Law Beck Spalla et al. 1026 East Park Avenue Tallahassee, FL 32301 Ben G. Watts, Secretary Attn: Diedre Grubbs Department of Transportation Haydon Burns Building, M.S. #58 605 Suwannee Street Tallahassee, FL 32399-0450 Thornton J. Williams, Esquire Department of Transportation 605 Suwannee Street 562 Haydon Burns Building Tallahassee, FL 32399-0450
The Issue Should the Department of Transportation (Department) grant Petitioner Ronnie Forrest's connection application number C-13-021-93 for a permit to construct a driveway and acceleration/deceleration lanes, to provide access to U S 19 (S R 45 and 55) for Petitioner's proposed development of parcel identified in plans as Site B? Should the Department grant Petitioner's connection application number C-13.022-93 for a permit to construct two driveways to provide separate ingress and egress to U S 19 (S R 45 and 55) and U S 41 (S R 55) for Petitioner's proposed development of parcel identified in the plans as Site A?
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant findings of fact are made: At all times pertinent to this proceeding, the Department was the state agency responsible for regulating vehicular access and connections to or from the State Highway System in accordance with Sections 335.18 through 335.188, Florida Statutes, known as the State Highway System Access Management Act. Petitioner proposes to develop two parcels of land located in the functional area of the interchange of S R 45 and 55 (U S 19/41/301) in Manatee County, Florida. The parcels of land are designated on the site plans as Site A and Site B. The functional area of the interchange is the area within which a driver is expected to react to and make decisions concerning traffic. Site A comprises approximately seven acres. Petitioner proposes to construct a four thousand square foot convenience store, restaurant with gas pumps, truck diesel pumps, a car wash and accompanying parking for cars and trucks. Petitioner's Connection Application for permit number C-13-022-93 seeks authorization from the Department to construct two driveways for Site A which are to serve as separate ingress and egress points for vehicles entering and leaving Petitioner's proposed development. The ingress to Site A is proposed to be located on the east side of the parcel where northbound U S 19 diverges from northbound U S 41. The egress from Site A is proposed to be located on the west side of the parcel where southbound U S 19 and U S 41 merge. Site B comprises approximately four acres. Petitioner proposes to construct a six thousand square foot convenience store, restaurant, gas station, truck fuel pumps, car wash and accompanying parking for cars and trucks. Petitioner's Connection Application for permit number C-13-021-93 seeks authorization from the Department to construct one driveway and acceleration/deceleration lanes for ingress/egress for Site B. The proposed driveway location is at southbound U S 19 approximately across from 43rd Street Boulevard, West. There is at least one motel within close proximity of the proposed developments for Site A and B which presently offers room accommodations and parking for truckers. The proposed developments for Site A and B are neither as large as, nor offer as many amenities as, the traditional truck stop. However, the proposed developments for Sites A and B provide amenities such as restaurants, truck diesel fueling and truck parking areas. Therefore, due to the available amenities, the traffic composition - which includes large truck traffic - on U S 19, 41 and 301 and the motel accommodations, large trucks will be attracted to, and will use, the facilities proposed for Sites A and B. The proposed location of Site A's ingress or entrance driveway is limited by: (a) the existence of a limited access right of way line south of the existing driveway; (b) the existence of separate property to the north; and (c) grade separation of approximately 20 feet which occurs to the north at the departure of U S 41 into U S 19 overpass. The proposed location of Site A's egress or exiting driveway is limited by: (a) the existence of limited access right of way line approximately 30 feet to the south; (b) wetlands encroachment to the north; and (c) less available sight distance further north of the proposed egress location. The reason for less available sight distance at this location is due to: (a) the curvature of Site A; (a) the speed limit; and (c) the merger of U S 41 and U S 19 southbound traffic. Given the current configuration and traffic geometry, the proposed ingress and egress to parcel A are located in the most desirable positions possible from a traffic operational standpoint. The proposed location of Site B's ingress/egress is a driveway approximately across from 43rd Street Boulevard, West, on southbound U S 19 before it merges with southbound U S 41. A left in, left out driveway is proposed at this location. The operation of the two sites as proposed, individually or combined, will result in the generation of increased automobile traffic and large heavy truck traffic. The increased automobile and large heavy truck traffic entering and exiting the sites will create traffic hazards within the functional area of the interchange. Through traffic in the travel lanes within the functional area of the interchange travels at speeds of 55 to 60 miles per hour. Automobile and truck traffic accelerating and decelerating to enter or exit the sites will create significant speed differentials within the functional area of the interchange. For example, large heavy trucks will not have sufficient acceleration lane distance as they exit Site A or Site B to achieve the same speed as the through traffic which will create high speed differentials within the functional area of the interchange. The speed differentials in the functional area of the interchange will increase the accident rate within the functional area of the interchange, particularly truck/through traffic accidents. Traffic will be required to enter and exit the sites at points along the roadways within the functional area of the interchange where traffic is already required to execute a significant amount of weaving. As proposed, the sites will increase the area and number of conflicts within the functional area of the interchange. This in turn, will increase traffic weaving. Increase in the conflict points within the functional area of the interchange degrade the safe operation of the interchange. The sites as proposed, will increase U-turn volume at the median opening south of Site A. Large heavy trucks attempting this U-turn maneuver will encroach into the northbound travel lanes of U S 41. Additionally, since this U-turn maneuver requires a significant gap in through traffic, trucks will delay btheir U-turn maneuver causing queuing in the southbound left turn lane south of Site A. This U-turn maneuver will significantly reduce the available weave/merge/acceleration/deceleration distance between Site A and the U-turn location increasing the potential for truck/through traffic accidents. Operation of Site B as proposed has the potential to increase U-turns at the first median opening north of Site B on northbound US 19. Since the median width at this location is insufficient to accommodate large trucks, queuing will occur in the left turn lane at this location and present a potential safety and operational problem on the roadway. Sight distance at the Site A proposed egress is insufficient. Without sufficient sight distance, a driver's expectancy on the roadway is adversely affected in that there is insufficient time for the driver to react to another driver's intentions. The existing geometry of the interchange, the existing traffic flow, traffic volume and vehicle classifications on the roadways comprising the interchange, require certain levels of driver expectancy regarding operation of the functional area of the interchange. Since the safety hazards and operational problems described above occur within the functional area of the interchange, driver expectancy will be violated in the interchange by operation of the sites as proposed, adversely impacting the safety and operational characteristics of the roadways that comprise the interchange. The access connections for the sites as proposed would jeopardize the safety of the public, and would have a negative impact upon the operational characteristics of the highways comprising this interchange. There was insufficient evidence to show that there were other reasonable access connections available for the sites as proposed that would not jeopardize the safety of the public or would not have a negative impact upon the operational characteristics of the highways comprising this interchange.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Transportation enter a Final Order denying Petitioner's Connection Application for permit numbers C-13-021-93 and C-13-022- 93. RECOMMENDED this 16th day of August, 1996, at Tallahassee, Florida. WILLIAM R. CAVE, 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 16th day of August, 1996. APPENDIX TO RECOMMENDED ORDER, CASE NO. 94-4356 The following constitutes my specific rulings, pursuant to Section 120.59(2), Florida Statutes, on all of the proposed findings of fact submitted by the parties in this case. Petitioner's Proposed Findings of Fact. 1. Proposed findings of fact 1 through 1 are adopted in substance as modified in Findings of Fact 1 through 25. Department's Proposed Findings of Fact. 1. Proposed finding of fact 1 through 21 are adopted in substance as modified in Findings of Fact 1 through 25. COPIES FURNISHED: Charles F. Johnson, Esquire Blalock, Landers, Walters, and Vogler, P.A. Post Office Box 469 Bradenton, Florida 34206 Francine M. Ffolkes, Esquire Department of Transportation 605 Suwannee Street, Mail Station 58 Tallahassee, Florida 32399-0458 Ben G. Watts, Secretary Haydon Burns Building 605 Suwannee Street, Mail Station 58 Tallahassee, Florida 32399-0450 Thornton J. Williams General Counsel Haydon Burns Building 605 Suwannee Street, Mail Station 58 Tallahassee, Florida 32399-0450
Findings Of Fact The Department presented evidence that its inspector discovered a sign located on State Road 71, 0.3 miles south of Interstate 10. Inspection revealed that the sign did not have a permit affixed as described in Section 479.07, Florida Statutes. The sign's informative content was visible from the traveled way of the place known as State Road 71. The distance from the sign to the pavement was measured and, to within inches, was determined to be 64 feet. The sign was inspected in July of 1978, and again on May 2, 1979. It was in essentially the same condition on both occasions. The Department of Transportation presented no substantial and competent evidence regarding the ownership of the sign. The message on the sign advertised Stephen's Chevron; however, no evidence was presented that Henry Stephens, the Respondent, had any real relationship with Stephen's Chevron. NO substantial and competent evidence was presented that the place known as State Road 71 was a highway within the definition of federal aid primary highway. No substantial and competent evidence was presented that the place known as State Road 71 was a highway as defined for the purposes of Chapter 479.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law the Hearing Officer recommends that no action be taken against the subject sign. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 4th day of June 1979. STEPHEN F. DEAN Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Frank H. King, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32301 Charles M. Wynn, Esquire Post Office Box 793 Marianna, Florida 32446
Findings Of Fact On February 29, 1984, DOT received bids on a highway construction project designated as follows: Federal Aid Project No. F-300-2(3)(JOB No. 11070-3504), Lake County, Florida ("the project"). Six bids were submitted. Intervenor was the apparent low bidder, having submitted a bid in the amount of $5,479,403.76. Petitioner was the apparent second low bidder at $5,491,602.16. Following a review of the bid submitted by Intervenor, DOT determined Intervenor to be the lowest responsible bidder and announced its intention to award the project to Intervenor by posting the bid tabulations on April 9, 1984. Thereafter, Petitioner filed its notice of protest with DOT within the time provided in Section 120.53, Florida Statutes. The project at issue in this proceeding is a federal aid project. In order for DOT to receive federal aid funding from the United States Department of Transportation for the project, the Federal Highway Administration must concur in DOT's decision to award the contract to a particular contractor. At the time of the bid letting, Petitioner held a Certificate of Qualification with DOT. Thereafter, however, on April 20, 1984, Petitioner was convicted by the United States District Court for the Northern District of Florida, Tallahassee Division, of conspiring to submit collusive, non- competitive and rigged bids in violation of Title 15, United States Code, Section 1. Thereafter, on June 1, 1984, DOT sent Petitioner a notice by certified mail that it intended to revoke Petitioner's Certificate of Qualification pursuant to Section 337.165, Florida Statutes. The notice advised Petitioner that it could request a hearing within ten days of receipt of notification, but Petitioner chose not to request such a hearing. Thereafter, by final agency action of June 18, 1984, DOT revoked Petitioner's Certificate of Qualification to participate as a contractor on DOT projects for a period of 36 months commencing June 18, 1984. On June 18, 1984, the Federal Highway Administration declared Petitioner unacceptable for employment on any future highway projects requiring Federal Highway Administration approval or concurrence for a period of six months commencing June 1, 1984, and ending December 17, 1984. This action was based upon Petitioner's aforementioned conviction.
Findings Of Fact On December 8, 1986, Respondent owned a sign that had been erected along the east side of U.S. 19 in Pasco County, Florida, approximately 51 feet from the nearest edge of the nearest through lane. U.S. 19 at this location is a part of the State Highway System. The DOT right-of-way at this location extends approximately 82 feet east of the eastern edge of the nearest northbound through lane of U.S. 19. Upon seeing the DOT violation notice posted, someone notified Respondent. Respondent had the sign removed from the DOT right-of-way within ten days of the notice of violation.
Recommendation It is RECOMMENDED that a final order be entered assessing a $75 fine against All American commercial Properties, Inc., for owning a sign on the DOT right-of-way along the east side of U.S. 19 in Pasco County on December 8, 1986. ENTERED this 22 day of July, 1987, in Tallahassee, Florida. J. LAWRENCE JOHNSTON Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 22nd day of July, 1987. COPIES FURNISHED: Charles G. Gardner, Esquire Department of Transportation Haydon Burns Building, M.S. 58 Tallahassee, Florida 32399-0450 All American Commercial Properties, Inc. Attn: Shelley A. Balduf 6847 County Road 54 New Port Richey, Florida 33552 Kaye N. Henderson, P.E. Secretary Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0450 Attn: Eleanor Turner, M.S. 58 Thomas H. Bateman, General Counsel Department of Transportation 562 Haydon Burns Building Tallahassee, Florida 32399-0450
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law the Hearing Officer recommends that the Department take no action against the subject sign. DONE and ORDERED this 4th day of June, 1979, 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: Frank H. King, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32301 James P. Appleman, Esquire 206 Market Street Post Office Box 385 Marianna, Florida 32446 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION, Petitioner, vs. CASE NO. 78-2368T HENDERSON SIGNS, Respondent. /
