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
Conclusions This matter came before the Department for entry of a Final Order upon submission of an Order Closing File and Relinquishing Jurisdiction by Thomas P. Crapps, Administrative Law Judge of the Division of Administrative Hearings, pursuant to Petitioner’s Notice Of Dismissal, a copy of which is attached and incorporated by reference in this order. The Department hereby adopts the Order Closing File and Relinquishing Jurisdiction as its Final Order in this matter. Accordingly, it is hereby ORDERED that this case is CLOSED. Filed May 29, 2013 9:27 AM Division of Administrative Hearings DONE AND ORDERED this Ay day of May, 2013, in Tallahassee, Leon County, Florida. Bureau of Issuance Oversight Division of Motorist Services Department of Highway Safety and Motor Vehicles Neil Kirkman Building, Room A338 Tallahassee, Florida 32399 Filed with the Clerk of the Division of Motorist Services this QQ day of May, 2013. tes Vorecvcte Nalini Vinayak, Dealer Ficense AE NOTICE OF APPEAL RIGHTS Judicial review of this order may be had pursuant to section 120.68, Florida Statutes, in the District Court of Appeal for the First District, State of Florida, or in any other district court of appeal of this state in an appellate district where a party resides. In order to initiate such review, one copy of the notice of appeal must be filed with the Department and the other copy of the notice of appeal, together with the filing fee, must be filed with the court within thirty days of the filing date of this order as set out above, pursuant to Rules of Appellate Procedure. JB/jdc Copies furnished: A. Edward Quinton, III, Esquire Adams, Quinton and Paretti, P.A. Brickell Bayview Center 80 Southwest 8" Street, Suite 2150 Miami, Florida 33130 equinton@adamsquinton.com John C. deMoulpied, Esquire Barack, Ferrazzano, Kirschbau, Perlman & Nagelberg LLP 200 West Madison Street Chicago, Illinois 60606 john.demoulpied@pbfkn.com James R. Vogler, Esquire Barack, Ferrazzano, Kirschbau, Perlman & Nagelberg LLP 200 West Madison Street Chicago, Illinois 60606 Jim.vogler@bfkn.com Thomas P. Crapps Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 Nalini Vinayak Dealer License Administrator STATE OF FLORIDA DIVISION OF ADMINISTRATIVE HEARINGS LOKEY OLDSMOBILE, INC. d/b/a LOKEY VOLKSWAGEN, Petitioner, Case No.: 13-0007 vs. VOLKSWAGEN OF AMERICA, INC., Respondent. / NOTICE OF VOLUNTARY DISMISSAL WITH PREJUDICE COMES NOW Petitioner, LOKEY OLDSMOBILE, INC. d/b/a LOKEY VOLKSWAGEN, by and through its undersigned counsel and hereby files this Notice of Voluntary Dismissal with Prejudice regarding its pending Petition Protesting Charge-back of Incentive Payments, pursuant to settlement of this matter. I HEREBY CERTIFY that a true and correct copy of the foregoing was served on the parties as reflected on the attached Service List, this 13" day of May, 2013. s/ A, Edward Quinton, III (Florida Bar No. 464074) ADAMS, QUINTON & PARETTI, P.A. Attorneys for Petitioner 80 SW 8™ Street, Suite 2150 Miami, Florida 33130 PH: (305) 358-2727 Email: equinton@adamsquinton.com Filed May 13, 2013 3:24 PM Division of Administrative Hearings SERVICE LIST Jennifer Clark Office of the Hearing Officer Florida Highway Safety & Motor Vehicles Neil Kirkman Bldg. - Room A-308 Tallahassee, Florida 32399-0635 jenniferclark@flhsmv.gov James R. Vogler, Esquire John C. deMoulpied, Esquire Barack Ferrazzano Kirschbaum & Nagelberg LLP 200 West Madison Street, Suite 3900 Chicago, IL 60606 jim.vogler@bfkn.com john.demoulpied@bfkn.com STATE OF FLORIDA DIVISION OF ADMINISTRATIVE HEARINGS LOKEY OLDSMOBILE, INC., d/b/a LOKEY VOLKSWAGEN, Petitioner, vs. Case No. 13-0007 VOLKSWAGEN OF AMERICA, INC., Respondent. ~~~ rere rere re rere rr ORDER CLOSING FILE AND RELINQUISHING JURISDICTION This cause having come before the undersigned on Petitioner’s Notice of Voluntary Dismissal with Prejudice, filed May 13, 2013, and the undersigned being fully advised, it is, therefore, ORDERED that: 1. The final hearing scheduled for June 18 through 21, 2013, is canceled. 2. The file of the Division of Administrative Hearings is closed. Jurisdiction is relinquished to the Department of Highway Safety and Motor Vehicles. DONE AND ORDERED this 21st day of May, 2013, in Tallahassee, Leon County, Florida. va bay THOMAS P. CRAPPS Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 21st day of May, 2013. COPIES FURNISHED: Jennifer Clark, Agency Clerk Department of Highway Safety and Motor Vehicles Neil Kirkman Building, Room A-430 2900 Apalachee Parkway, Mail Stop 61 Tallahassee, Florida 32399 A. Edward Quinton, III, Esquire Adams, Quinton and Paretti, P.A. Brickell Bayview Center 80 Southwest 8th Street, Suite 2150 Miami, Florida 33130 equinton@adamsquinton.com John C. deMoulpied, Esquire Barack, Ferrazzano, Kirschbaum, and Nagelberg LLP 200 West Madison Street Chicago, Illinois 60606 john.demoulpied@bfkn.com James R. Vogler, Esquire Barack, Ferrazzano, Kirschbaum, Perlman & Nagelberg, LLP Suite 3900 200 West Madison Street Chicago, Illinois 60606 jim.vogler@bfkn.com
Recommendation Based on the foregoing Findings of Pact and Conclusions of Law the Hearing Officer would recommend that the agency head enter a final order permitting the voluntary removal of the entire structure within 30 days of the date of the agency head's final order, and directing employees of the Department of Transportation to remove the structure after the 30-day period without compensation to the owner. DONE and ORDERED this 31st day of October, 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 Filed with the Clerk of the Division of Administrative Hearings this 31st day of October, 1980. COPIES FURNISHED: Charles G. Gardner, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32301 James P. Appleman, Esquire 206 Market Street Post Office Box 385 Marianna, Florida 32446
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. The property which Petitioner filed an application for an access connection to US Highway 17 (SR 35) is located on the southeast corner of the intersection of SR 35 and Sixth Street in Fort Meade, Polk County, Florida. Petitioner's property abuts the east right-of-way of SR 35, with frontage of approximately 235 feet and the south right-of-way of Sixth Street, with frontage of approximately 235 feet. SR 35 has been designated as an intrastate system route. The segment of SR 35 involved in this proceeding has been assigned an Access Management Classification of Four with a design speed of 50 miles per hour and a posted speed of 40 miles per hour . Also, this segment of SR 35 has a "non-restrictive median" as that term is defined in Rule 14-97.002(23), Florida Administrative Code. The distance between all cross streets running east and west which intersect SR 35 within Fort Meade, Florida, including Sixth Street, is approximately 440 feet. (See Petitioner's exhibit 2, Department's aerial photo of the area) Petitioner's application proposes a full movement access connection to be located south of Sixth Street on SR 35 with a connection spacing between Sixth Street and the proposed connection of 190 feet. This distance was determined by measuring from the south edge of the pavement of Sixth Street to the north edge of pavement of proposed access in accordance with Rule 14- 97.002(19), Florida Administrative Code. The centerline of the proposed connection on SR 35 is located approximately 220 feet south of the centerline of Sixth Street. Petitioner's application also proposes an access connection to Sixth Street which would give Petitioner indirect access to SR 35 through Sixth Street. The centerline of the proposed connection on Sixth Street is located approximately 135 feet east of the east curb of SR 35 presently in place. Petitioner's proposed access connection to SR 35 is located immediately north of a crest of a rise over which SR 35 traverses. Both south and north of the crest is a depression through which SR 35 traverses. The point where Sixth Street intersects SR 35 is located approximately at the bottom of the depression north of the crest. A motorist attempting to enter SR 35 from the proposed access connection would have a full view of any vehicle moving north through the depression to the south of the crest or moving south through the depression to the north of the crest. A motorist attempting to enter SR 35 from the east on Sixth Street would have only a partial view of a vehicle moving north through the depression to the south of the crest but a full view of any vehicle moving north through the depression north of the crest. Both Dennis Wood and Michael Tako testified that each had viewed the traffic moving north through the depression south of the crest from a point where Sixth Street intersects SR 35. They also testified that each had, from a point where Sixth Street intersects SR 35, at least a partial view at all times of the vehicles moving north through the depression south of the crest. Based on the above and their assumption that the distance between cross streets along SR 35 was 600 to 700 feet rather than approximately 440 feet as indicated in Petitioner's exhibit 2, Department's aerial photo of the area, Wood believed and Tako concluded that there was minimum clear sight distance that would allow a motorist exiting Sixth Street to cross SR 35 safely, or turn left to enter the southbound lane of SR 35 safely or turn right to enter the northbound land of SR 35 safely. Because of the continuous partial view of the vehicles moving north through the depression south of the crest from a point where Sixth Street intersects SR 35 it may appear that there was minimum clear sight distance in that area. However, there is insufficient evidence to establish facts to show that a minimum clear sight distance was established because the height of the originating clear sight line above the pavement or the height of the clear sight line above the pavement at the vehicle observed, which are required to establish a minimum clear sight distance (See Department's exhibit 10), were not established. Also, the estimate of the distance between the originating point of the clear sight line and the ending point of the clear sight line at the vehicle observed was flawed due to the use of incorrect distances between the cross streets. There is insufficient evidence to show that a motorist looking south from the point where Sixth Street intersects SR 35 would have the required minimum clear sight distance as calculated by Department, as shown in Department's exhibit 10, to allow a motorist to cross SR 35 safely or turn left to enter the southbound lane of SR 35 safely or turn right to enter the northbound lane of SR 35. Presently, there are three access connections of approximately 20 feet in width on SR 35 where Petitioner's property abuts SR 35. These access connections where constructed before Petitioner had ownership of the property. However, since there will be a change in land use, these access connections will be closed if the site is developed whether this access permit is granted or denied. Petitioner plans to close two of these access connections and extend the opening to the third one if the application is approved. SR 35 is a moderate volume road with approximately 17,000 average daily trips (ADT's), increasing approximately 500 ADT's annually over the past five years. Sixth Street has approximately 100 to 150 ADT's at present with the ADT's projected to increase to approximately 300 if the site is developed and Petitioner's application for the access connection to SR 35 is denied. However, the number of vehicles entering SR 35 which constitutes traffic utilizing Petitioner's establishment will be the same no matter where this traffic enters SR 35. Without the direct access connection to SR 35 there will be problems with internal customer traffic flow and with the movement of semi-tractor trailers that Petitioner uses to make deliveries to its store. Although the present site plan design may be modified so as to utilize the indirect access to SR 35 through Sixth Street, the modification of the site plan design would create problems that would most likely result in the City of Fort Meade not approving the modified site plan design. Although using Sixth Street as an indirect access to SR 35 from the site may provide a safe ingress and egress to and from SR 35, the lack of a minimum clear sight distance notwithstanding, the Petitioner's proposed access connection would provide a much safer ingress and egress to and from SR 35 because of a better clear sightdistance. Although the indirect access to SR 35 through Sixth Street may provide safe ingress and egress to and from SR 35, the indirect access does not provide reasonable access to the site as the term "reasonable access" is defined in Rule 14-96.002(22), Florida Administrative Code. The primary purpose of limiting access to SR 35 is to provide safer conditions for vehicles utilizing SR 35.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Transportation enter a final order granting Petitioner's Connection Application Number C-16-010-90 and issuing Petitioner a nonconforming permit for the construction of the access connection to SR 35 as designed and shown in the site plan attached to the application with conditions deemed appropriate by the Department and provided for under Rule 14.96.009, Florida Administrative Code. RECOMMENDED this day 30th of October, 1995, 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 30th day of October, 1995. APPENDIX TO RECOMMENDED ORDER, CASE NO. 95-2794 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 Petitioner in this case. Petitioner's Proposed Findings of Fact. Proposed findings of fact 1 through 16 are adopted in substance as modified in Findings of Fact 1 through 21. The Respondent elected not file any proposed findings of fact. COPIES FURNISHED: Ben G. Watts, Secretary ATTN: Diedre Grubbs Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0450 Thornton J. Williams, Esquire General Counsel Department of Transportation 562 Haydon Burns Building 695 Suwannee Street Tallahassee, Florida 32399-0450 Douglas E. Polk, Jr., Esquire BROWN CLARK & WALTERS, P.A. 1819 Main Street, Suite 1100 Sarasota, Florida 34236 Francine M. Ffolkes, Esquire Department of Transportation Haydon Burns Building, MS 58 605 Suwannee Street Tallahassee, Florida 32399-0458
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
The Issue The issue is whether a penalty should be imposed on Pettegrove Equipment for driving a truck over a bridge when the truck weighed more than the posted bridge weight limit.
Findings Of Fact Raymond S. Cran drove a loaded dump truck owned by Pettegrove Equipment over a bridge on State Road 850 which crosses over Florida's Turnpike on September 26, 1990. The truck weighed 69,100 pounds. The truck was a straight truck, not a tractor trailer combination. The bridge which Mr. Cran drove across is a low limit bridge. Signs were posted in five places on the approaches to the bridge of the 26 ton limit for straight trucks. The first is at the intersection of State Road 850 and East Highland Pines Drive, which states "Weight Limit Restriction Ahead." One mile from the bridge at the intersection of Green Meadows Road is a second sign which states "Weight Limit" and has silhouettes of a straight truck and of a tractor trailer combination, showing a 26 ton limit for the straight truck and a 38 ton limit for the tractor trailer combination (tractor trailers have a higher limit because their weight is distributed differently). Similar signs are posted one half mile from the bridge, two tenths of a mile from the bridge, and at the foot of the bridge. Officer Joseph Barkas, a Department of Transportation Motor Carrier Compliance Officer, stopped Mr. Cran and prepared the Load Report and Filed Receipt describing the incident. The Respondent did not dispute that the truck was 17,100 pounds overweight, nor that the penalty for crossing the bridge based on that weight is $865, as shown on the Load Report and Field Receipt. Pettegrove Equipment disputes the fine because it's driver misunderstood the weight limit signs on the approach to the bridge. The silhouette of the straight truck is much shorter than the silhouette of the tractor trailer combination. Mr. Cran believed that the 26 ton limit for a straight truck applied to only small trucks, such as pickup trucks, and not to a large dump truck like the one he was driving. This contention is unpersuasive. Ordinary pickup trucks are incapable of carrying loads any where near 26 tons. Mr. Cran's interpretation is simply unreasonable. The limitations for straight trucks were clearly posted, and were violated.
Recommendation It is RECOMMENDED that a final order be entered by the Department of Transportation sustaining the fine of $865 assessed against Pettegrove Equipment. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 4th day of June 1992. COPIES FURNISHED: Vernon Whittier, Esquire Assistant General Counsel WILLIAM R. DORSEY, JR. 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 4th day of June 1992. Florida Department of Transportation Haydon Burns Building, M.S. 58 605 Suwannee Street Tallahassee, Florida 32399-0458 Ann Porath, Esquire Wellington Country Plaza Suite 209 12773 Forrest Hill Boulevard West Palm Beach, Florida 33414 Ben G. Watts Secretary Department of Transportation Haydon Burns Building, M.S. 58 605 Suwannee Street Tallahassee, Florida 32399-0458 Attn: Eleanor F. Turner Thornton J. Williams General Counsel Department of Transportation Haydon Burns Building, M.S. 58 605 Suwannee Street Tallahassee, Florida 32399-0458
The Issue Whether three signs of Respondent are in violation of the Federal and State laws, rules and regulations by violating the set-back requirements and the requirements for state permit.
Findings Of Fact Respondent was issued a thirty (30) day Violation Notice by Petitioner for a sign located .5 of a mile west of State Road 79 on the south side of I-10 approximately twenty (20) feet from the fence on the outer edge of the right-of- way of I-10. The sign advertised gas, oil, food, camping, road service, and CEO radio shop and is owned by Respondent Rich Oil Company, Bonifay, Florida, a business in operation about .9 of a Mile from the sign. The violations were listed as improper set-back and no permit. A thirty (30) day violation notice was issued to the Respondent by Petitioner on a sign located .6 of a mile east of State Road 79 on the north side of I-10 approximately twenty (20) feet from the fence located on the outer edge of the right-of-way. The products advertised were gas, oil, food, camping, road services, CB radio shop of the business operation of Respondent which business was located about .9 of a mile from the sign. The violations were listed as improper set-back and no permit. A thirty (30) day violation notice was issued to Respondent by Petitioner for a sign located on the southeast corner of St. Johns Road and State Road 79 located six (6) to twelve (12) feet from the outer edge of the right-of-way of State Road 79 advertising the products of Respondent: gas, oil, food, camping, road service, CB radio shop. The business was Operated about one hundred and eighty (180) feet from the sign. The violation was listed as improper set-back and no permit. No state permits were applied for or granted for any of the three subject signs. The signs were set back from the federal aid highway as indicated on the Violation Notices. The signs referred to in (1) and (2) above located east and west of the intersection of State Road 79 and I-10 were placed there by Respondent who stated that they were essential for his business and that the business would be diminished if the signs were removed. The sign described in (3) above on State Road 79 is shown by photograph to have a trailer nearby with a sign on it. Said sign on the trailer is not a subject of this hearing.
Recommendation Remove the signs that are located east and west of the intersection of State Road 79 along the right-of-way of I-10 and described in Findings of Fact (1) and (2) herein. Remove the sign located along State Road 79 described in Findings of Fact (3) herein unless the Respondent removes said sign and relocates it within fifteen (15) feet of the nearest edge of the right-of-way after obtaining a state permit. DONE and ORDERED this 4th day of February, 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: Russell A. Cole, Jr., Esquire 123 N. Oklahoma Street Bonifay, Florida 32425 John W. Scruggs, Esquire Department of Transportation Chipley, Florida 32425 George L. Waas, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Mr. Glen E. Rich Rich Oil Company Post Office Box 158 Bonifay, Florida 32425 Mr. J. E. Jordan District Sign Coordinator Department of Transportation Post Office Box 607 Chipley, Florida 32428 Mr. O. E. Black Administrator Outdoor Advertising Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Philip Bennett, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION, Petitioner, vs. CASE NO. 76-1605T RICH OIL COMPANY, Respondent. /
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
Conclusions This matter came before the Department for entry of a Final Order upon submission of an Order Relinquishing Jurisdiction and Closing File by William F. Quattlebaum, an Administrative Law Judge of the Division of Administrative Hearings, entered October 7, 2011. The Department hereby adopts the Order Closing File as its Final Order in this matter. Said Order Closing File was predicated upon Petitioner’s notice of dismissal without prejudice of the Amended Complaint contesting the intended denial of Respondent’s application for licensure. Accordingly, it is hereby ORDERED AND ADJUDGED that Petitioner’s application for licensure as a DUI Program in the 13" Judicial Circuit is denied. — DONE AND ORDERED this | [ a day of October, 2011, in Tallahassee, Leon County, Florida. Sou _-“ SANDRA C, LAMBERT, Direct Division of Motorist Services Department of Highway Safety and Motor Vehicles Neil Kirkman Building 2900 Apalachee Parkway Tallahassee, Florida 32399 Filed with the Clerk of the Division of Motorist Services this { pte day of October, 2011. NOTICE OF APPEAL RIGHTS Judicial review of this order may be had pursuant to section 120.68, Florida Statutes, in the District Court of Appeal! for the First District, State of Florida, or in any other district court of appeal of this state in an appellate district where a party resides. In order to initiate such review, one copy of the notice of appeal must be filed with the Department and the other copy of the notice of appeal, together with the filing fee, must be filed with the court within thirty days of the filing date of this order as set out above, pursuant to Rules of Appellate Procedure. Copies furnished: Lilja Dandelake, Esquire Judson M. Chapman, Esquire Assistant General Counsels Department of Highway Safety and Motor Vehicles Donna Blanton, Esquire Bert Combs, Esquire Attorneys for Intervenor Radey Thomas Yon & Clark, P.A. 301 S. Bronough Street, Suite 200 2900 Apalachee Parkway, Rm. A-432 Tallahassee, Florida 32399-0504 Scott Boardman, Esquire David Scott Boardman, P.A. Attorney for Petitioner 1710 E. Seventh Ave. Tampa, Florida 33605 Tallahassee, FL 32301 William F. Quattlebaum Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, FL 32399
