Loading...
2020-10-15�,�....,,. .. �� = ,� �� : . ; : :'��. : ���� �'-•..,,,...� CITY OF OKEECHOBEE, FLORIDA OCTOBER 15, 2020 TECHNICAL REVIEW COMMITTEE MINUTES SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, October 15, 2020, at 10:01 A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. Pursuant to Executive Order No. 20-69 issued by Governor DeSantis on March 20, 2020, and further extended by Executive Order No. 20-246, effective September 30, 2020, the meeting was conducted utilizing communications media technology as provided by Florida Statutes 120.54(5)(b)2, by means of Zoom.com Meeting ID 2459713294. The Host computer was operated by Executive Assistant Brock. The video, audio, and digital comments are recorded and retained as a permanent record. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public Works Director David Allen, Building Official Jeffery Newell, and Fire Chief Herb Smith were present. Police Chief Bob Peterson was absent, and Major ponald Hagan was present in his place. CITY STAFF City Planning Consultant Ben Smith, General Services Secretary Yesica Montoya, Executive Assistant Robin Brock, and Okeechobee County Environmental Health Director Victor Faconti, were present in the Chambers. Okeechobee Utility Authority (OUA) Executive Director John Hayford entered the Chambers at 10:06 A.M. City Attorney John Fumero and the School Board Representative were absent with consent. III. AGENDA A. Chairperson Montes De Oca asked whether there were any agenda items to be added, deferred or withdrawn. There were none. B. A motion was made by Building Official Newell to approve the agenda as published; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. IV. MINUTES A. A motion was made by Public Works Director Allen to dispense with the reading and approve the September 17, 2020 regular meeting minutes; seconded by Fire Chief Smith. October 15, 2020 Official Agenda Page 1 of 6 Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. V. NEW BUSINESS A. Chairperson Montes De Oca yielded the floor to City Planning Consultant Ben Smith of LaRue Planning and Management Services. He briefly reviewed the Planning Staff Report for Site Plan Review Application No. 20-006-TRC which pertains to the construction of a proposed 8,100 square feet RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 Northeast Park Street. This is a revision from a previous Site Plan that was approved on May 21, 2020. Two special exception requests have been submitted concurrently: one for approval of drive-through service and the other for a convenience store with fuel pumps. The drive-through service is a new feature that has been added to this revised site plan. A special exception request Petition No. 20-002-SE, for the convenience store with fuel pumps was previously approved on May 21, 2020 by the City's Board of Adjustment, though that approval included a condition that trucks would not be permitted to park overnight. Since that previous special exception approval, the Applicant has revised the site plan substantially and is now requesting another special exception approval which does not include the condition of no overnight truck parking. The subject site is a vacant parcel located on the North side of Park Street/State Road 70 (SR70) just East of Northeast 8th Avenue and across from Southeast 10th Avenue. The subject property, shown as parcel 1 on the survey, is 18.86 acres but only the Southwest 7.11 acres of the parcel will be used for the proposed development. The Applicant has not offered any plans to develop the remaining 11.75 acres at this time. Major features of the proposed project are: 8,100 square foot convenience store with drive through service; outdoor patio seating area; 8,800 square foot canopy to the South side of the store covering 16 vehicle fueling stations; 3,900 square foot canopy to the North side covering six large truck fueling stations; 30 standard size and three ADA parking spaces; 24 large truck parking spaces at the rear (North side) of the development; a truck scale; water retention area at the rear (North side) of the development; two access driveways from Park Street/SR70 and an eight-foot tall privacy wall on the portion of the West property line adjacent to residences of the river Run Resort Mobile Home Park. The Applicant has stated that a 12-inch potable water main and an eight-inch gravity sewer main exist along Park Street/SR70, both of which can be tapped into for this project. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot to the 8,100 square feet of building floor area indicates a demand of about 1,215 gallons of potable water and wastewater treatment each per day. Regarding solid waste disposal, service will be provided by Waste Management, which has stated service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. Thomas Engineering Group has prepared a site drainage report addressing drainage, water quality, and water quantity, which are being handled through the permitting requirements of the South Florida Water Management District (SFWMD). October 15, 2020 O�cial Agenda Page 2 of 6 NEW BUSINESS ITEM A CONTINUED: The traffic impact analysis performed by MacKenzie Engineering & Planning, Inc., estimates this proposed development will generate 5,923 total daily external vehicle trips, 298 daily external vehicle trips during the AM and 526 during the PM Peak hour, 13,292 total daily driveway vehicle trips and 881 daily driveway vehicle trips during the AM and 1,153 during the PM peak hour. The Florida Department of Transportation's most recent (2019) annual average daily traffic (AADT) count for this segment of Park Street/SR 70 is 26,000 vehicle trips. Adding another 5,923 daily vehicle trips represents a 22.8 percent increase without accounting for any changes in the AADT. The Applicant's traffic engineer is recommending roadway improvements and changes to traffic signalization at the intersection of Park StreedSR70 and Southeast 10t'' Avenue. Two new access driveways are proposed on Park Street/SR70. The proposed driveway at the intersection of Park Street/SR70 and Southeast 10t" Avenue will allow for ingress and egress to and from both directions of Park StreedSR70 and for vehicles Northbound on Southeast 10tn Avenue. The other driveway will allow ingress and egress only for vehicles traveling Westbound on SR70. Interior circulation appears to be adequate with all drive aisles exceeding the minimum code requirements. However, a drive through has been added to this revised site plan and very little analysis has been provided by the Applicant regarding the expected ability of the drive through to function without causing internal circulation issues or queuing that could extend into the public right-of-way. The Applicant has furnished a truck circulation plan, which illustrates the path of the truck entering and exiting the site for refueling of the fuel storage tanks or accessing the loading space. The truck route plan adequately illustrates the turn movements required to access the fuel tank fill locations. The proposed loading zone meets all minimum dimensional requirements and is located adjacent to the dumpster enclosure in order to facilitate solid waste removal. The dumpster enclosure meets all required setbacks and is adequately located to accommodate employee trash take out and solid waste truck access. The dimensional standards review appears to meet the requirements except for the plan shows 24 uninterrupted semi-truck parking spaces at the rear of the property. A landscape island should be added to break up these spaces. There is no depiction of monument sign area or height. While the notes on the plans indicate a monument sign will be installed, the Applicant recently applied for a variance for a pole sign. Variance Petition No. 20-001-V was denied by the Board of Adjustment at the August 20, 2020 meeting. No sign details are provided on the revised plans. There is also no maximum total sign area depicted. In conclusion, Planning Staff is recommending based on the foregoing analyses, the following conditions be met prior to issuance of building permits: a landscape island should be provided in the middle of the rear truck parking area so that no more than 12 spaces are in a row, uninterrupted by a landscape island; provide sign plans which depict the building signs and pole/monument sign meeting the requirements of the City signage codes; demonstrate that drive through vehicle stacking will not create internal circulation issues or extend into the public right- of-way; and approval of Special Exception for drive-through service. October 15, 2020 Official Agenda Page 3 of 6 1. Building Official Newell supports the proposed project although he voiced concerns with the noise impact to the residential area to the West and asked whether RaceTrac would consider putting up a wall to the North as well. Inquired as to whether the Land Development Regulations (LDR's) addressed a decibel code for overnight parking as semi-trucks do not shut down especially refrigerated trucks. Fire Chief Smith inquired about the location of the fire hydrants. One is shown as being provided near the rear semi-truck parking area and another in close proximity to Park Street/SR70. RaceTrac is actually installing a full water main extension in case in the future a business comes to the North or East of them they can take that 12-inch line and extend it. Major Hagan supports the project but inquired as to whether the Applicant would consider a wall on the North side as well as on the West side to ensure a sound barrier for the residential area. In addition, he believes RaceTrac should maintain this wall on both sides. Public Works Director Allen commented currently there are existing drainage problems on the East side of the River Run Resort Mobile Home Park and to just be cognizant of that when building so as to not add to more issues. Chairperson Montes De Oca commented there is a platted ten-foot drainage easement and a 15-foot utility easement on the West side of this property so this should make a difference. County Environmental Health Dept: No issues were received. Chairperson Montes De Oca discussed a potential issue with the turning radius of the drive-through. May need to modify curbing to the North with some transition to the grassy area to accommodate trucks with trailers and/or boats. Discussed maintenance to the wall that will be constructed on the West side of the property. Commented he had no issues with overnight parking as we need to adhere to what our LDR's address and one should not need to go beyond that. He suggested changing the HDPE type of pipe material to another type due to the heavy loads that may travel over it. Lastly, he commented that he understands the concern for the residential neighborhood, but things do not stay the same and growth is expected. This is the appropriate area along the commercial corridor for this use. They again have gone above and beyond with buffering and it is 24-hour seven days a week facility and our LDR's do not provide a definition for overnight parking. OUA Executive Director Hayford discussed some clarifications on the project and additional plumbing plans that were needed. October 15, 2020 Official Agenda Page 4 of 6 2. Mr. Kevin Betancourt, Thomas Engineering, representing the Property Owner, RaceTrac Petroleum Inc., was present and available for questions. Mr. Betancourt explained the wall would run along the West side of the property to the retention area along with buffering. Then there will be a buffer area behind the semi-truck parking and before the retention area to the North as well as buffering to the East. The shrub buffering can grow to a pretty tall height. The drive-through is one way where you enter, order and then exit. There is a bypass lane as well in case someone gets in there by accident. Building plans are ready for submittal. Regarding the needed landscape island at the rear of the property where the semi-trucks park, would they be able to not provide this because they are worried that the semis would just destroy it should they drive over it or back into it. Chairperson Montes De Oca commented the type of curbing could be modified as it really is needed to break up the continuous row of parking spaces. Consensus of the Committee was they all agreed. He also stated they are working with SFWMD on showing a clearer berm that will hold in everything on their side. They are resubmitting to FDOT a more complete set of plans showing signalization and turn lanes. 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. There were none. 4. Chairperson Montes De Oca disclosed he had spoken with the RaceTrac people regarding the application. There were no other disclosures. 5. A motion was offered by Fire Chief Smith to approve Site Plan Review Application No. 20-006-TRC, which pertains to the construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 NE Park Street with the following conditions: coordinate with FDOT on traffic issues; provide a landscape island in the middle of the rear truck parking area so that no more than 12 spaces are in a row uninterrupted; provide sign plans which depict the building signs and pole/monument sign meeting the requirements of the City signage codes; demonstrate that the auto turn in the drive through will work with small trucks and modify curbing; provide additional plans to the OUA; provide additional buffering analysis with a written statement that gives optimum design height of the landscaping to be provided along the Western boundary; and approval of Special Exception for drive-through service; seconded by Public Works Director Allen. a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. October 15, 2020 Official Agenda Page 5 of 6 VI. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 10:45 A.M. Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. ATTEST: Patty M. Burnette, Secretary October 15, 2020 Official Agenda Page 6 of 6 Marcos Montes De Oca, Chairperson i � o' _ �,� ....d CITY OF OKEECHOBEE, FLORIDA SEPTEMBER 17, 2020 TECHNICAL REVIEW COMMITTEE MINUTES DRAFT SUMMARY OF COMMITTEE ACTION CALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, September 17, 2020, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. Pursuant to Executive Order No. 20-69 issued by Governor DeSantis on March 20, 2020, and further extended by Executive Order No. 20-193, effective August 7, 2020, the meeting was conducted utilizing communications media technology as provided by Florida Statutes 120.54(5)(b)2, by means of Zoom.com Meeting ID 2459713294. The Host computer was operated by Executive Assistant Brock. The video, audio, and digital comments are recorded and retained as a permanent record. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public Works Director David Allen, Building Official Jeffery Newell, and Fire Chief Herb Smith were present. Police Chief Bob Peterson was absent, and Major ponald Hagan was present in his place. CITY STAFF City Planning Consultant Ben Smith, General Services Secretary Yesica Montoya, Executive Assistant Robin Brock and Okeechobee County Environmental Health Director Victor Faconti were present in the Chambers. The School Board Representative and Okeechobee Utility Authority (OUA) Executive Director John Hayford were absent with consent. III. AGENDA A. Chairperson Montes De Oca asked whether there were any agenda items to be added, deferred or withdrawn. There were none. B. A motion was made by Building Official Newell to approve the agenda as published; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works DirectorAllen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. IV. MINUTES A. A motion was made by Building Official Newell to dispense with the reading and approve the June 18, 2020 regular meeting minutes; seconded by Major Hagan. Chairperson Montes De Oca, Public Works DirectorAllen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. Draft September 17, 2020 Official Agenda Page 1 of 7 V. NEW BUSINESS A. City Planning Consultant Ben Smith of LaRue Planning and Management Services briefly reviewed the Planning Staff Report for Abandonment of Right-of- Way Petition No. 20-002-SC, which requests to vacate the portion of Southwest 4th Street (formerly known per plat as Fifth Avenue), 100 feet in width, lying North of Lot 1, of Block 190, and the portion of Southwest 5t" Street (formerly known per plat as Fourth Street), 70 feet in width, lying North of, Block 191, both being CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County. The surrounding property which is owned by the Applicant was recently approved for a Future Land Use Map (FLUM) Amendment and a Rezoning to Industrial. If this request is approved, the Applicant has stated their intention is to expand their industrial manufacturing operation that has been in existence on the property to the North. With the recent FLUM and Zoning approvals and given that all surrounding properties on the West side of Southwest 7t'' Avenue are designated Industrial, it seems appropriate to place an Industrial designation on the vacated property. Planning Staff's responses to the required findings are: the alleyways are not the sole means of access to any property; the Applicant owns all the surrounding property on the West side of Southwest 7th Avenue; the proposed rights-of-way areas to be vacated have not been improved to facilitate vehicular travel; turning over maintenance responsibilities to the Applicant and adding property to the City's tax rolls will be a benefit to the City; and finally, the Applicant has received authorization from all necessary utility entities. Florida Power & Light (FPL) is requiring a 10-foot easement be provided on the East end of Southwest 4th and 5th Street rights-of-way West of 7t'' Avenue. Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas. Planning Staff is recommending approval based on these findings. Building Official Newell confirmed with the Applicant's representative, Mr. Steve Dobbs, that his client agreed with all the Utility Companies comments. Mr. Dobbs confirmed this. Fire Chief Smith: No issues were received. Major Hagan: No issues were received. Public Works Director Allen: No issues were received. County Environmental Health Dept: No issues were received. OUA: Director Hayford was not in attendance although forwarded an email to the Committee Secretary stating he had no issues with this application. Draft September 17, 2020 Official Agenda Page 2 of 7 2. Mr. Steven Dobbs, Engineering Project Manager, representing the Property Owner, Loumax Development Inc, was present and available for questions. There were none. 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. There were none. 4. Chairperson Montes De Oca disclosed he had spoken with Mr. Dobbs regarding the application. There were no other disclosures. 5. A motion was offered by Building Official Newell to recommend approval to the Planning Board for Abandonment of Right-of-Way Petition No. 20- 002-SC, which requests to vacate the portion of Southwest 4th Street (formerly known per plat as Fifth Avenue) and the portion of Southwest 5'n Street (formerly known as Fourth Street) with the following conditions: FPL is requiring a 10-foot easement be provided on the East end of Southwest 4th Street and 5th Street rights-of-way West of 7th Avenue; and Century Link has requested a condition that the Applicant will bear the cost of relocation and repair any facilities that are found and/or damaged in the vacated areas; seconded by Public Works Director Allen. a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. B. City Planning Consultant Smith briefly reviewed the Planning Staff Report for Site Plan Review Application No. 20-005-TRC, which pertains to the construction of a proposed Church sanctuary and fellowship hall, on 10.24 vacant acres with parking and drainage facilities located at 807 Southwest 2nd Street. The Applicant proposes to build in phases. The church sanctuary and fellowship hall are proposed in the first phase and the site plan depicts for future development a gym, a conference hall and the reservation of 0.5 acres in the Southeast corner of the parcel for a parsonage. The sanctuary, fellowship hall, gym, and conference hall are all proposed with building footprints of 70-feet by 150-feet and to be 10,500 square feet each. A 20-foot by 25-foot porte-cochere is also proposed for the main sanctuary building. The proposed vacant site is located between Southwest 8th Avenue to the North and Southwest 6t'' Street to the South. Vacant land, which is the site of an approved, yet unbuilt, 190 dwelling unit apartment complex, lies to the West. To the East lie commercial uses as well as an active industrial manufacturing facility (Ecotec Manufacturing Inc.) that is currently proposed for expansion. The Applicant is proposing the use of a well for potable water and a septic system for sewage disposal. Regarding solid waste disposal, service will be provided by Waste Management, which has stated service is available and adequate capacity exists in the County's solid waste facility to serve the proposed development. A drainage report has been submitted, and a dry retention area is depicted on the Draft September 17, 2020 Official Agenda Page 3 of 7 site plan. Regarding tra�c generation, the Institute of Traffic Engineers (ITE) trip generation rate for churches is 9.11 weekday trips per 1,000 square feet. At 21,000 square feet, the ITE trip generation rates provide an estimate of 191 daily weekday trips for phase one of the project. Phase two of the project would add another 21,000 square feet, as well as a single-family residence. Upon completion of all proposed structures, it is estimated that 393 daily weekday trips will be generated by this project. Combined with the additional vehicle trips that will be generated by the approved yet unbuilt apartment complex on the adjacent property to the West, the level of traffic in this neighborhood has the potential to increase substantially. A more in- depth traffic study may need to be conducted at such time as the phase 2 Two structures are proposed for construction, especially depending on the use of those structures, as gyms, daycares and study areas are often used throughout the week, not just on Sundays. If at that time it is determined that there will be capacity issues, it may be appropriate to require that the access from Southwest 6t'' Street be converted from an emergency entrance with stabilized grass to a paved secondary entrance. The main ingress/egress for this facility will be from Southwest 8th Avenue. An additional emergency entrance is also proposed from Southwest 6th Street. The entrance on Southwest 8t'' Avenue is 24 feet wide, as well as all of the drive aisles with adjacent parking spaces. However, the drive aisle beneath the porte- cochere is only 17-feet wide and one of the drive aisles at the end of a parking row is only 20-feet wide. The dumpster pad is located at the end of a parking row and should be accessible for any truck. The loading zone is located adjacent to the sanctuary building and large trucks will likely need to pass beneath the porte- cochere to access it. Section 90-512(4) requires that places of worship be provided with one parking space per three persons in main auditorium. The plans state that the maximum seating of the auditorium is 450 persons, which requires 150 parking spaces. Section 90-484 of the City's Land Development Regulations (LDR's) Code allows for applicants to request approval for a reduction in the number of required paved parking spaces. The application submittal package did not mention any such request, though the applicant's engineer has indicated in emails that this request will be made. This section further allows for the City Council to approve such a request upon submittal of a parking study which demonstrates that the proposed use normally would have a demand for the total required parking spaces only on one or two days a week; and allows for up to 75 percent of the parking spaces to be reduced. Plans depict a new sidewalk along Southwest 2"d Street and a photometric lighting plan is provided which demonstrates adequate illumination of the parking area. The dimensional standards review appears to meet the requirements except for paved parking spaces; unclear as to whether the walkway adjacent to the fellowship hall extends to the entrance; no landscaping is shown in the two-foot wide space reserved around the perimeter of the sanctuary building and along the fellowship hall; 39 shrubs are required in the buffer areas on the East property line and only 22 shrubs are shown; and many of the proposed trees in the parking area are palms which do not provide as much shade as other types for the pedestrian walks and parking spaces. Draft September 17, 2020 Official Agenda Page 4 of 7 Planning Staff is recommending approval based on the above analysis with the following conditions to be met prior to issuance of building permits: City Council approval of a 75 percent reduction in the number of paved parking spaces; should the Fire Chief agree, the stabilized grass driveway that is proposed from Southwest 6t'' Street is acceptable as long as a security gate is maintained, and use is restricted to emergency situations only; plans should clearly demonstrate that a paved walkway extends to the entrance of the fellowship hall and the Applicant should also consider rerouting that walkway away from the dumpster pad; two-foot wide landscaped buffers should be provided between buildings and vehicular areas; 17 additional shrubs should be provided along the East property line; and the Applicant should consider substituting shade trees for palms in the parking areas and around the walking paths. 1. Building Official Newell suggested maybe having the Applicant come back to another meeting since there are many needed revisions. He reviewed the Planner's conditions on page 10 of the Staff Report with Mr. Dobbs to make sure they were in agreement with them. Fire Chief Smith commented the plans indicate the building is not sprinkled. Per the National Fire Protection Association (NFPA), the building shall be required to install an automatic fire sprinkler system based on the occupancy load. Underground piping supplying the fire sprinkler system and all associated components is required. In addition, there is nothing indicated on the proposed plans regarding the size of water mains supplying water to the complex or the fire sprinkler system. The fire flow will need to be determined after the water mains are identified and their sizes. The project requires at least one fire hydrant now that will need to be connected with OUA service as a well will not be sufficient. Additional hydrants may be required when the future development stage takes place. Chief Smith inquired as to the rated weight of the access road as he was concerned with the fire trucks sinking when the grassy material was wet. He inquired as to whether the entrance on Southwest 8t'' Street would be gated and whether the Fire Department would have access. Last item Chief Smith inquired about was in reference to some type of paved Y-shaped turnaround that could be installed again for stability for the fire trucks. Major Hagan: No issues were received. Draft September 17, 2020 Official Agenda Page 5 of 7 Public Works Director Allen pointed out Section 90-511(e)(1) of the City's Land Development Regulations states except for single-family dwellings and places of public assembly or worship, each parking and loading space shall be paved. Planner Smith confirmed this to be accurate therefore, no request for a reduction in paved parking spaces is required. Chairperson Montes De Oca voiced a concern regarding the stabilized access and parking area. Need more detail on the drainage so that areas are not muddy and there is no sinking when people park. Suggested installing a six-inch layer of shell rock underneath the geogrid, which is a geosynthetic made from polymeric materials and used for reinforcement applications in various types of construction projects. He thanked the Applicant for proposing a sidewalk along the frontage on Southwest 2"a Avenue. Lastly, he commented given the parsonage is part of the parcel, access should be internal to the property and there should be no access from Southwest 7th Avenue to the site. All access needs to come through the facility. County Environmental Health Dept Faconti: No issues where received. In the absence of OUA Director Hayford, Chairperson Montes De Oca read into the record an email he sent stating the following: since both TRC agenda items for the September 17, 2020 meeting do not require OUA water or sewer, the OUA will not be participating. I will point out the second agenda item does at one point state that OUA water will be required, but, the plans do not show water mains or well location and the City Staff Report states the Applicant will be utilizing a well and septic tank for water and sewer needs. Please confirm as to how potable water and wastewater will be provided. 2. Mr. Steven Dobbs, Engineering Project Manager, on behalf of the Property Owner, Haven of Rest Inc., as well as Mr. Tom Velie, were present for questions. Mr. Dobbs responded to a question from Fire Chief Smith regarding the rated weight of the access road. The road will be highway rated for access and then the grass will grow over it. Regarding water and wastewater, they will provide plans and coordinate with OUA. In the spirit of trying to keep construction costs low, Mr. Velie stated they will drop the seating capacity to try and stay under the NFPA requirement for a fire sprinkler system. Discussion ensued regarding fire walls and establishing fire zones that would be reviewed by both the Building Official and Fire Chief for approval according to all building and fire codes. There is a lockbox installed at the Southwest 6th Street gate for fire department access. Mr. Dobbs commented there would be a stabilized area for the fire trucks to turn around in. Finally, he inquired about a groundbreaking for the Church. This is fine to have although both the Fire Chief and the Building Official stated they can not approve any reviews of the buildings until the infrastructure was in place for the water supply. The hydrant needs to be installed and working before construction starts. Draft September 17, 2020 Official Agenda Page 6 of 7 3. !'� Chairperson Montes De Oca asked whether there any comments or questions from those in attendance from the Public. There were none. Chairperson Montes de Oca asked for Disclose of Ex parte Communications by the Committee. There were none. 5. A motion was offered by Building Official Newell to approve Site Plan Review Application No. 20-005-TRC, which pertains to the construction of a proposed Church sanctuary and fellowship hall, on 10.24 vacant acres with parking and drainage facilities located at 807 Southwest 2nd Street with the following contingencies: should the Fire Chief agree, the stabilized grass driveway that is proposed from Southwest 6t'' Street is acceptable as long as a security gate is maintained, and use is restricted to emergency situations only; plans should clearly demonstrate that a paved walkway extends to the entrance of the fellowship hall and the Applicant should also consider rerouting that walkway away from the dumpster pad; two-foot wide landscaped buffers should be provided between buildings and vehicular areas; 17 additional shrubs should be provided along the East property line; the Applicant should consider substituting shade trees for palms in the parking areas and around the walking paths; add fire zones to the buildings; phase two will require a paved secondary entrance; add stabilized lime rock to grass emergency access; add fire hydrant for fire protection from OUA connection; and no access off of Southwest 7rn Street for the parsonage; seconded by Fire Chief Smith. a) The Committee offered no further discussion. VI. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 10:52 A.M. Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes De Oca, Chairperson ATTEST: Patty M. Burnette, Secretary Draft September 17, 2020 Official Agenda Page 7 of 7 w \ty.OF'��KfE.Cyo9 � � m CITY OF OKEECHOBEE, FLORIDA ° _ �,�,,, a OCTOBER 15, 2020 6� ��� h�dJ TECHNICAL REVIEW COMMITTEE MINUTE GUIDE I. 1�ALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, October 15, 2020, at � d� C�` i A.M. in the City Council Chambers, 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. Pursuant to Executive Order No. 20-69 issued by Governor DeSantis on March 20, 2020, and further extended by Executive Order No. 20-246 effective September 30, 2020, the meeting was conducted utilizing communications media technology (CMT) as provided by Florida Statutes 120.54(5)(b)2, by means of Zoom.com Meeting ID 2459713294. The Host computer was operated by Executive Assistant Brock. The video, audio, and other digital comments are recorded and retained as a permanent record. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE �/ Technical Review Committee,� cretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public W�rks Director David Allen, Building Official Jeffery INewell, Police Chief Bob Peterson, and Fire Chief Herb Smith�vicere present. �l I�I �-,) . � t . �� CITY STAFF `' ✓ �� � f:����%� '��`� City Planning Consult nt Ben Smith Okeechobee County Environmental Health tU YY�2�D ���� 0� Lll! Director Victor Faconti,'a� General Services Secretary Yesica Montoya were present. The City Attorney, School Board Representative, and Okeechobee tility Authority ✓(4UA) Executive Director John,Hayford were absent with consent .�,,, � ' i= �- � `� r��'�„��:�� . i�., �� f�S�t� ��=� � �;;�,� �►GENDA ���' �`�, ,, /�►. Chairperson Montes De Oca asked whether there were any agenda items to be �A�dded, deferred, or withdrawn� ere were t'�"= +` �.___. E�. A motion was made by �'<" ��°,�� '� to approve the agenda as published; seconded by � `' � Chairperson Montes De Oca, Public Works DirectorAllen, Building Official Newell, {�^���Q h�Pf PP+pr ^„, and Fire Chief Smith voted: Aye. Nays: none. Motion �-1a���'` �arried. `. IV. MINUTES A.. A motion was made by �� f'� to dispense with the reading and approve the September 17, 2020 regular meeting minutes; seconded by �;r�� ' �� ��� Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. October 15, 2020 Official Agenda Page 1 of 5 V. NEW BUSINESS A. Chairperson Montes De Oca yielded the floor to City Planning Consultant Mr. Smith of LaRue Planning and Management Services. He briefly reviewed the Planning Staff Report for which pertains to the Site Plan Review Application No. 20-006-TRC construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 NE Park Street. This is a revision from a previous Site Plan � that was approved on May 21, 2020 - Citv Planninq Consultant. ���: t. v ��` ,� " n �� � ����� ���?� . ,. C' .�Q� ,� ; � ,�C , . . \Q, - ` �`' , k��c �� �' �`-'4 \��, �5�"�1\ �.(� � - �� '� a� ``� ��4'�'�,�. �� �.' `�� � `��_; ��� v�, , �C . ,,��r c, ��� � � � ��a c� ``\ R �. � ;,� o�� � � ��� � �� � o, `�Q �� �� \�Q �, .. �(�� � ; , � �v.E� h"°, CV This Site Plan for the construction of a RaceTrac gas station and convenience store is a revised version of a previously approved site plan. Two special exception requests have been submitted concurrently: one for approval of drive through service and the other for a convenience store with fuel pumps. The drive through service is a new feature that has been added to this revised site plan. A special exception request for the convenience store with fuel pumps was previously approved by the City's Board of Adjustment, though that approval included a condition that trucks would not be permitted to park overnight. Since that previous special exception approval, the applicant has revised the site plan substantially and is now requesting another special exception approval which does not include the condition of no overnight truck parking. The Applicant has stated that a 12 inch potable water main and an 8 inch gravity sewer main exist along SR-70, both of which can be tapped into for this project. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sfl to the 8,100 square feet of building floor area indicates a demand of about 1,215 gallons of potable water and wastewater treatment each per day. On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It is reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. Based on the information and analysis, we believe, the following conditions must be met before the issuance of permits: A landscape island should be provided in the middle of the rear truck parking area so that no more than 12 spaces are in a row, uninterrupted by a landscape island, provide sign plans which depict the building signs and pole/monument sign meeting the requirements of the City signage codes, demonstrate that drive through vehicle stacking will not create internal circulation issues or extend into the public right-of-way, & approval of Special Exception for drive through service. October 15, 2020 Official Agenda Page 2 of 5 1. ,t���U��{��' � �,���, ��� -1 "- `, n,�'i` °` � ��. Building Official Newell: - ; - � �' i � —i—� _ 1 . . - � < �!-'a'�'� � nb � _ �° • ,C �,`� i l�� �tii/y._ 1 � -59 r�... �- � t �„ ' , �. � , .� ��� � i � ��, I��� �� - � � s _� � � , �� �� � � ,��+�,� ��. r a�e���_ „� �t�,r. ,,,s� - Con� erne �I � � � � -� � ��� ��- ��e �Qs� � n��� �- d y�-SS 0.�eG�' 5�-�-�n('�f� P�°�� ��''�b.n ��l,r� �f ������.�ruL �`�� ��� �' ��� �ti �� �a�'� � Fire Chief Smith: � ��� � � . � (j... � G�� �,, r �,L<< , _ � �„o � 1 I 4 f � ��� � � _ ., ,� ,, i-'��f ,n �`��" � �`'� �' SK.�� f � �= �10 � l h��-a,n.+ �'lvse '� , �� �,o✓�"�^s�CL2. d ����,�rd Ip-t1 ��Cln '�'�Co,� -P�e C�iie�Fe�er�r /Hagan: �.I,�,. � y� �i�.��c 4t' �`� � � �t� ���n�'�, � .Ol ���i :�'" ,�i ' r'l ,t, CQY`��'C����f� � � f ri �,. T'� � ����� r� r✓' t- � �-, ,r , s:�;, �Il'��(� rP . b1��? �' ��`� f �k���`� �`�'� :� � � ���-� ��; I�L� �-� ��`'�Zc�- � `�,�' s z r� �F � � . o`� m � �� `�" +� � �� c� � � �-� �'. ��. �� r �V�,,.�,. ^� 1� ��`�" �., �„�, ,, ,,: G o• � � Q(' _ � ,� � , �, � �, ��. � ���Fr� ��� � ,�o��� �� °�(`��} � rP�_�,U� � J � Q, \ ^ � � � � �' S�1: �, �„ r � � �� ��, �� �;�o� '�'��� �� � - Public Works Director Allen: --� (�,i, Y°C�� � ��� �_ � {-� �� � ;. � � � � � � i��� �'� � � : . , ,_� � � � I � `f-I- dr�'ra.�-,v`".�e, � t��`' " -�� : �e � ,(� � � ��}�� �} �i� .� I_ i r �jl �Q-�'t^ ' _ _ l/'"� 1 4 �,� . �.r i �`0`� `� 4 ; � �a q,�e��` .� E�`- �. e�`� ,� ,� .� � (� �' � . �,� �� � � . �� � `��`� �`Chairperson Montes De Oca: , � `,�,�! �. ,� . ; , _ __ - e� "�`�� ����� � " � , �, .�� ' �� i v� se ve.�u�� ye�y�. - , � f o� �- �'a��- �.� °�`����' �°� �d 6n� rvu,,��? y-�� ��r� ������ -,t,� � � � � ; � a �,� �,���,��� '�' a, �` ,�,tc� S�a� ,` � �,: :� rJ � �Q �i` �. � Qo� '�' �`,�� �o � ��� �'�- h� vP -� oRt� ��`; ��� $� �°e�`'�� S �,� �5� , �,.-,�� .k�cN / ��,� , j.�� Q. � October 15, 2020 Official Agenda Page 3 of 5 � p� N�(�� � �, � OUA: Director Hayford � , � , ; ;" J�l'.;�_ !?. � I � .. ���., I � �� 1 '� n /% l � i'o i t�f��' i l •-�. . � � , �,,�e � o�c�-��-� �. � � 5 �� � � ��,,� ���m� '��ln �it ��� '�� v�e,�� �`�'� �,�� �� � �+� 1 � C'�n �2 � l �Pa� �- v � 3 Q'� �-tQ;� or� ��� � o� �,-,� �� �pVe �S a �r� , "( - ' �, �� �'� � �� � � I � 11.= .�j ✓ �� �✓ � � �, :,t— �.:�1 �f .�� " 2. � ��� ������\ � � �a �\� � �� `�� �� � � . c�s���' County Environmental Health Dept Faconti: ' �,1 r���m ��� P�o , �' � ��I�� � ok �.,� t� � f���' i �' ? f - . - �` ?� � � �� s ` � -1'r ""` c�p���P�°�° a, ,5 - ��er � �-��� ��r : -3 �i,e '�,c� �,p,r� � ����L�`� _ ���'c '��`� ����. � � g r ��:� `1 ��' ��� � �' S � � � r� � ,-, / ��� ���&� �'�? / `r ' ?; �, C�<�.,�_ � :. � � � ��, . Ms. Samantha Jones, Engineering Project Manager, on behalf of the Applicant, RaceTrac Petroleum Inc. was present,for questions. �, � , � � � ___ �, ' � r ��� � r,��� ,; :?„�_ �)(��;'�'..t ..6_ � 1._ �.": �� / 1 �,=..^• �( w�t' � �} p n �Gl �GL/�'�" 1 `r ^- � /l � U pY'f'�t 4 1 � — l� (.�-' "'r " � � � SD1v�P 4✓� �'� � � S '1' �.@ �° 5�1 ✓�t-fo s d- � T��S ,� �',� �y`�`'�°�e. �''� ( � u� �'�P,�, �f p�c�f ►� ��� ��,��.. h����:r � r �.,� �� � �� � � ,� F,� /� �r� ��,r �. � � %1 � ��,�,�+,, � � ��� � � � ,„ „ �� � 0- Chair �erson Montes De Oca asked whether there w re�'an � comments or 0�� p y questions from those in attendance from the Public. �L `' ,,�,;,", � �, l� �l� L,�C��.� G� ve "��u ,� nl� r � UYd.e-/'� `P � 1-{' � l� u, pa. ss 'Mt�%'���Q� +1�p.� o � V D �< r ,� 1, r , � � ,l. C� , � �',�v� October 15, 2020 Official Agenda Page 4 of 5 4. Disclosure of Ex parte Communications' by the Committee. i� ��� �.��-. �'� p�� l ��� � ��n . ., 5. A motion was offered by ��� �{�^`' to approve Site Plan Review Application No. 20-006-TRC, which pertains to the construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 NE Park Street. This is a revision from a previous Site Plan. It has the following contingencies; seconded by �; �`'!' ' a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith �,it�'' ' . voted: Aye. Nays: none. Motion Carried. , . �D� y,.,, r,,�,������� �� � �� � � � �-� � , p,� rvill.� �� hc, `� =� �'� �' ' S� ��� `rra�i�� 1�b� � a� �� S�Lc�a,O. ��v�� �r��`�;e, . t''� � � � �� � � r � � � b� `�,� J�� �1���� a�'` � � ,,�. �r p`�, bf �,� ', �� P� �� ��' S � s��rs oJ�.�..�, :;, y�, � oX' �e �� !�, �sx . 1� �" t� � :'�' �b� `c - ��'� (�j�x �i � � �� p� ,,, a � �' _ �� ��� r�� �� (" �" � � ��nr ��,��(�'�J� ,�f�� �v �� , " � � � 6� VI. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 1 �'� �� � Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes De Oca, Chairperson ATTEST: Patty M. Burnette, Secretary October 15, 2020 Official Agenda Page 5 of 5 � ��``S,�.OF �C�K+E.�yO CITY OF OKEECHOBEE, FLORIDA � _ �,,,� � OCTOBER 15, 2020 b� •������. 'J TECHNICAL REVIEW COMMITTEE MINUTE GUIDE . rALL TO ORDER Chairperson Montes De Oca called the regular meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, October 15, 2020, at A.M. in the City Council Chambers, 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. Pursuant to Executive Order No. 20-69 issued by Governor DeSantis on March 20, 2020, and further extended by Executive Order No. 20-246 effective September 30, 2020, the meeting was conducted utilizing communications media technology (CMT) as provided by Florida Statutes 120.54(5)(b)2, by means of Zoom.com Meeting ID 2459713294. The Host computer was operated by Executive Assistant Brock. The video, audio, and other digital comments are recorded and retained as a permanent record. A. The Pledge of Allegiance was led by Chairperson Montes De Oca. II. ATTENDANCE Technical Review Committee Secretary Patty Burnette called the roll. City Administrator Marcos Montes De Oca, Public Works Director David Allen, Building Official Jeffery Newell, Police Chief Bob Peterson, and Fire Chief Herb Smith were present. �L�. _ � < ; _ _ CITY STAFF City Planning Consultant Ben Smith, Okeechobee County Environmental Health Director Victor Faconti and General Services Secretary Yesica Montoya were present. The City Attorney, School Board Representative, and Okeechobee Utility Authority (OUA) Executive Director John Hayford were absent with consent. III. AGENDA A. Chairperson Montes De Oca asked whether there were any agenda items to be Added, deferred, or withdrawn there were �. A motion was made by to approve the agenda as published; seconded by Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. IV. IVIINUTES �A. A motion was made by � to dispense with the reading and approve the September 17, 2020 regular meeting minutes; seconded by Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. October 15, 2020 Official Agenda Page 1 of 5 R V. NEW BUSINESS A. Chairperson Montes De Oca yielded the floor to City Planning Consultant Mr. Smith of LaRue Planning and Management Services. He briefly reviewed the Planning Staff Report for which pertains to the Site Plan Review Application No. 20-006-TRC construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 NE Park Street. This is a revision from a previous Site Plan that was approved on May 21, 2020 - City Planning Consultant. This Site Plan for the construction of a RaceTrac gas station and convenience store is a revised version of a previously approved site plan. Two special exception requests have been submitted concurrently: one for approval of drive through service and the other for a convenience store with fuel pumps. The drive through service is a new feature that has been added to this revised site plan. A special exception request for the convenience store with fuel pumps was previously approved by the City's Board of Adjustment, though that approval included a condition that trucks would not be permitted to park overnight. Since that previous special exception approval, the applicant has revised the site plan substantially and is now requesting another special exception approval which does not include the condition of no overnight truck parking. The Applicant has stated that a 12 inch potable water main and an 8 inch gravity sewer main exist along SR-70, both of which can be tapped into for this project. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sfl to the 8,100 square feet of building floor area indicates a demand of about 1,215 gallons of potable water and wastewater treatment each per day. On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It is reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. Based on the information and analysis, we believe, the following conditions must be met before the issuance of permits: A landscape island should be provided in the middle of the rear truck parking area so that no more than 12 spaces are in a row, uninterrupted by a landscape island, provide sign plans which depict the building signs and pole/monument sign meeting the requirements of the City signage codes, demonstrate that drive through vehicle stacking will not create internal circulation issues or extend into the public right-of-way, & approval of Special Exception for drive through service. October 15, 2020 Official Agenda Page 2 of 5 w 1. Building Official Newell: � 1��-� ; , � -`— ��, s { x ��c_; �-cs=`- ,;.�; , , �r�' s ( ����.-� � � �Lsr cJ,� . Fire Chief Smith: �-,, ' � � , ` `' ` �' �'�'r;j�`��,��lcG� �` Police Chief Peterson/Hagan: i — \ �-Q1- � ��,��:i'l�� - S -eh �� C. C (< Public Works Director Allen: �, �l � . _ . �v �/_- � . k, .. � _ \ 4 L ��. �sJ Chairperson Montes De Oca: , , �_ _ �; v J: _ u, , �`���) �S� G^A� ( rroC�,C�c, � l� October 15, 2020 Official Agenda Page 3 of 5 r OUA: Director Hayford t ,G� � .. .`�:�. ��,�� ��^'� � � i � (�c..�v�k t��y i � c c Cc �,..aE'�,,, \ � 2 i ��v� � c' � v C e�, ��� l- o� % . ��,e5 (�-� ���„�, k �� �� � � �� , �, , _ County Environmental Health Dept Faconti: ��f� ����,,���yL�.� ;� � E, � 2. -Ms: Samantha Jones, Engineering Project Manager, on behalf of the Applicant, RaceTrac Petroleum Inc. was present for questions. 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. �� October 15, 2020 Official Agenda Page 4 of 5 4. Disclosure of Ex parte Communications' by the Committee. ; .r , _ _ , _ 5. A motion was offered by to approve Site Plan Review Application No. 20-006-TRC, which pertains to the construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 NE Park Street. This is a revision from a previous Site Plan. It has the following contingencies; seconded by � a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. VI. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at ( ; ; _ Please take note and be advised that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. Marcos Montes De Oca, Chairperson ATTEST: Patty M. Burnette, Secretary October 15, 2020 Official Agenda Page 5 of 5 l�f.� �n, � n t S:��'�-{�r �11� C� `s ��,c��: V. NEW BUSINESS CONTINUED A. Site Plan Review Application No. 20-006-TRC 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Ms. Samantha Jones, Engineering Project manager on behalf of the Applicant, RaceTrac Petroleum Inc. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. a. Discussion. b. Vote on motion. VI. ADJOURN MEETING ' Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Board Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute or respond. Please be advised that should you intend to show any document, picture or video or item to the Board in support or opposition to any item on the Agenda; a copy of the document picture, video or item MUST be provided by the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department no later than two business days prior to the proceeding, 863-763-3372. � (�•�•+� b.SC �� �/Lrv�y Tlf � �1`'4-� �'/ V / ✓ �����vr • -� ��� - � �G�� si � � �'��� ��-% � �� �.�-.�s ��v� �. �� �� ���� � �.. � �-�-�`s.s, �v��z'.��- ���� ��� 5����. �--- ( g�` .�/fr�S October 15, 2020 Official Agenda Page 2 of 2 ly��v�-�s '//����py�. �'' ' � � ��` � '� . � - . `. � : -. =.,��..,;,,. � i � � `��� CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE S5 SOUTHEAST THIRD AVENUE, OKEECHOBEE, F�oRi�A 34974 OFFICIAL AGENDA OCTOBER 15, 2020 10:00 A.M. Pursuant to Executive Order No. 20-69, issued by the Office of Governor Ron DeSantis on March 20, 2020, and further extended by Executive Order No. 20-246, effective September 30, 2020, municipalities may conduct meetings, of their governing boards without having a quorum of its members present physically or at any specific location and utilizing communications media technology (CMT) such as a telephonic or video conferencing, as provided by Section 120.54(5)(b)2, Florida Statutes. 1. CALL TO ORDER A. Pledge of Allegiance 11. ATTENDANCE Voting Members: Marcos Montes De Oca, City Administrator David Allen, Public Works Director Jeffery Newell, Building Official , Bob Peterson, Police Chief ��k�� Herb Smith, Fire Chief _ Non-Voting Ex-Officio Members: John Fumero, City Attorney .-- Ben Smith, City Planning Consultant, LaRue Planning and Management Services Victor Faconti, Okeechobee County Environmental Health — John Hayford, Okeechobee Utility Authority� School Representative ' Patty Burnette, Committee Secretary Yesica Montoya, General Services Secretary Robin Brock, Executive Assistant III. AGENDA A. Requests for the addition, deferral or withdrawal of items on today's agenda. B. Motion to adopt agenda. IV. MINUTES ` A. Motion to dispense with the reading and approve the September 17, 2020 Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 20-006-TRC, construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 f unplatted acres located at 975 NE Park Street. This is a revision from a previous Site Plan that was approved on May 21, 2020 - City Planning Consultant. October 15, 2020 Official Agenda Page 1 of 2 .L�.�`t•OF OHFP�•y • W _ �� � � �+�,... m o_�o �6 .� �� d� .,,,, . CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, F�oR�oa 34974 OFFICIAL AGENDA OCTOBER 15, 2020 10:00 A.M. Pursuant to Executive Order No. 20-69, issued by the Office of Governor Ron DeSantis on March 20, 2020, and further extended by Executive Order No. 20-246, effective September 30, 2020, municipalities may conduct meetings, of their governing boards without having a quorum of its members present physically or at any specific location and utilizing communications media technology (CMT) such as a telephonic or video conferencing, as provided by Section 120.54(5)(b)2, Florida Statutes. I. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE Voting Members: Marcos Montes De Oca, City Administrator David Allen, Public Works Director Jeffery Newell, Building Official Bob Peterson, Police Chief Herb Smith, Fire Chief fD] IV. Non-Voting Ex-Officio Members: John Fumero, City Attorney Ben Smith, City Planning Consultant, LaRue Planning and Management Services Victor Faconti, Okeechobee County Environmental Health John Hayford, Okeechobee Utility Authority School Representative Patty Burnette, Committee Secretary Yesica Montoya, General Services Secretary Robin Brock, Executive Assistant AGENDA A. Requests for the addition, deferral or withdrawal of items on today's agenda. B. Motion to adopt agenda. MINUTES A. Motion to dispense with the reading and approve the September 17, 2020 Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 20-006-TRC, construction of a proposed 8,100 sq. ft RaceTrac Convenience Store with fueling positions and drive-through requests on 18.86 ± unplatted acres located at 975 NE Park Street. This is a revision from a previous Site Plan that was approved on May 21, 2020 - City Planning Consultant. October 15, 2020 Official Agenda Page 1 of 2 V. NEW BUSINESS CONTINUED A. Site Plan Review Application No. 20-006-TRC 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Ms. Samantha Jones, Engineering Project manager on behalf of the Applicant, RaceTrac Petroleum Inc. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. a. Discussion. b. Vote on motion. VI. ADJOURN MEETING ' Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Board Members; disclose any expert opinions received; disclose any investigations made; disclosures must be made prior to the vote taken. Persons who have opinions contrary to those expressed in the ex-parte communication are given reasonable opportunity to refute or respond. Please be advised that should you intend to show any document, picture or video or item to the Board in support or opposition to any item on the Agenda; a copy of the document picture, video or item MUST be provided by the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department no later than two business days prior to the proceeding, 863-763-3372. October 15, 2020 Official Agenda Page 2 of 2 � � NEWS1VjEDIA �NC. USA Lake Okeechobee News 107 SW 17th Street, Suite D Okeechobee, Florida 34974 863-763-3134 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken Muros, who on oath says she is the Publisher of the Lake Okeechobee News, a weelcly Newspaper published in Okeechobee Cotinty; �Florida, that the attached copy of an advertisement being a `�`�a � `�� a �r'_ �, ��;�� ��'-.��'�.:. in the matter ofV�� �;° ,�;" �e 5, � a A�'�. 9/ ��`�a, a. �'--' in the 19th Judicial District of the Circuit Court of Olceechobee County, Florida, was published in said newspaper in the issues of ' • �;� ��� � �....� t•..�4..�!'� ('��`Aa,`4 . b /l .:•,• Affiant further says that the said Lake Olceechobee News is a newspaper published at Olceechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firrn or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. , . .. a..... . ;<'"'_:�.�.. 'L.,�,; `� �' ,�'"�.,_ �"� 2�i--.2---�-� , �';' `� Katrina Elsken Muros Sworn xo.a d subscribed be£ore me this ,._ �: f ' ._.� � :��,.� AD �� ���1 ° day of �_ d"� t'��, l`.. a Notary Public, State,pf Florida at Larg� �� �.� TEfliPQCAL REVIEW OOP1r4'PTEE MFETING NOTI�: The Qy of OF�]iobee Tedx�l Re+kryv Cnrmrthee (fR� w1 �, aca�y r�' ,� �, a�v�, R;,,a o; ioa�,o� ��01 n,��s �n�o�m�„t��„me�,�s d�3 PM the d the wbndt in writ- G�eral � 0� cBdaUeyo�rn�saaga 1u an or leave a sage wdh a m! t�adc rxmba. v� 6e the mrte�oncfr+9 Rm�(s) of the maeli�9. Oor�- � ��e a�ear,��c��aa,,a,aa�,�- � (f�T�) �� a����, 1e�1 by SeL Sm.54(5)(6)2, FS. The nvy mrdlif Ul'S Vtb�l6tx� Ti t� mrrbh� a quonan. Zoan.mm, a v.eb-b�d vYhei mee�g aEOIM1s tlle lR� $�ff, afld P�C m P��'� va IapIDD, dP�m7P, aso ar+ a, me m,, o� u,e rr�,y, �a���,,����,�,��.���,�a m�a�� p�m,�, �,"� � �ndm n,�� as�y ror u� rnys � aNv r�uson o�n+c io nrPen� �ry da�, made ey me Txc w,m respeII w ary rtu�r cadagm at itis maettg wi � nced m eaae a�abatin re�rd af the poa�irg 5 nade and the �ni Fidurks tlte �rrqrry xd cvi�ce�on wfJd� the ap� wL be b�af. 7n amoidariae v�1h Uie Atnaions wdh Dmb�Ales Pt; p�s w&h d�l� naed'xg � a�rrcradation In partidpa� h thts pio�rg sFtaild aon�Y I me Ga�rai se�vl�s ar� n pes�n or d�i3-763�96za, Hay rtr�patm: � Fbrid3 Rday 7-1-1 ro lata tttan faalx�� days qiorm ONE OR MORE QfY OF OI�LfiOBFE OOIRim. �ffMBHiS MAY � BE IN A7"IB�DANCE AT TMS hEEf1NG. iHIS N07I� LS POSfID � 70 MFEI'SfATE PIIBISC NOTI� REQl1II2QAEM15 AND Sl1K�iF�lE �. wws. �: ayno,�r��+rarorr�riaaesoeo� a�si aa ian�mm � ��� � ��A�� ��� ����� ca � ,� � � ���� r r � _ " G ' �� ., ;, `a ANGIE BRIDGES MY COMMISSION tl GG 971582 EXPIRES: April 20, 2024 Bonded Thru Nofary public Undenvrlters CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 3 �F.p Date Received �_ � �:'s;yj �y, kFFC � - '' , �,� y City of Okeechobee Application No. �r� �' �'� � t `': `� � ,,y F, O � �J- CJ�;'cJ- s °.._i � General Services Department rz �-g, =�`��` �"`�y r`��+ 55 S.E. 3rd Avenue, Room 101 Fee Paid: ��f �;' �, �j;,,�s � Okeecl�obee Florida 34974 p �.? ��, .� O � � ' Recei t No. �t,� �j,w,; �.. � Phone: (863) 763-3372, ext 9820 �6- - - � �� Fax: (863) 763-1686 -�- s ;a E-mail: nb��r��ette(r�).citvofokeec6oUcc.com Hearing Date: t" 'F 191�* I l'.�' � 'y' / , JaL-�-�', i ` APPLICANT INFORMATION 1 Name of property owner(s): x2 oLDiNGs LLe 2 Owner mailing address: 1534 wa nut Ave. , w� mette, zL 60091 3 Name of applicant(s) if other than owner: Race Trac Petroleum in�. 4 Applicant mailing address: Zoo Galleria Parkway SE, suite 900, Atlanta, GA 30339 5 Name of contact person (state relationship): Samantha Jones, Engineering Pro� ect Manager 6 Contact person daytime phone(s) and email address: ��0-431-7600 Engineer: Name, address, phone number and email address: � Kevin Betancourt, 6300 NW 31st Ave, Ft. Lauderdale, FL 33309; 954-202-7000; kbetancourt@thomase .com Surveyor: Name, address, phone number and email address: $ Watson Killane, 2240 NE Dixie Highway, Jensen Beach, Florida 34957, 772-334-0866 PROPERTY and PROJECT INFORMATION Property address/directions to property: SR 70 & NW lOth Ave, Okeechobee, FL 34972 9 i' n; ,• Q � 5 tir � a�;. �, �; ,; 10 Parcel Identification Number 2-15-37-35-oAoo-00007-0000 11 Current Future Land Use designation: Commercial 12 Current Zoning district: Heavy Commercial (CHV) Describe the proj ect including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of einployees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 The proposed development includes the construction of an 8,100 SF RaceTrac convenience store with drive thru and 22 fueling positions. The construction of two access driveways from SR 70 are proposed. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, ete.). Use additional page if necessary. The site is currenUy vacant, inhabited only by some overgrown vegetation, and trees. 14 15 Total land area in square feet (if less than two acres): or acres: 18.92 16 Is proposed use different from existing or prior use �Yes) �No) Rev. 10/18 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 Number and description of phases: 17 18 I Source of potable water: There exist a 12" DI water mains along SR 70, on the south boundary of the site, a tap will be require to get service 19 Method of sewage disposal: An 8" PVC gravity sewer main is available along the west boundary ATTACHMENTS REQUIRED FOR ALL APPLICATIONS � 20 Applicant's statement of interest in property. ✓ 21 One (1) copy of last recorded warranty deed. 22 Notarized letter of consent from property owner (if applicant is different from property owner). Three (3) sealed boundary and topographic, "as is" surveys (one to be no larger than 11 x 17) of the property inyolved �;.. �. �including: , �a 23 a. Certified boundary survey, date of survey, surveyor's name, address and phone number �°`�4'�' �" b. Legal description of site and parcel number C�,� �?,;;���� c. Com utation of total acrea e to nearest tenth of an acre �� �� '�` � 24 Two (2) sets of aerials of the site. �% 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of iteins to be included). .,l 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. �27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and , showing both the official and common name of each type of tree and shrub. � 28 Eleven (11) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71(A)(5)). l 29 Three (3) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or � proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass-bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadwa links with and without the ro'ect. ✓ 31 USB flash drive of a lication and attachments. Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publisliing and mailing notices of public hearings exceeds the establislied fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be noti�ed at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby cert,i� tiat the info..r,mation in this application is correct. The information included in this application is for use by the City of O;�' �iob�/� �in oc ssin ;iity request. Faise or misleading information may be punishable by a fine of up to $500.00 and im r ii ne f' j 30 d s and may result in the summary denial of this application. �, � .�r'' ���` �// � ��f I i /r�,i � 1 `j'i. i, ! r ,/%�' � `� i �`I ! / i d �' �' ; Signature � Printed Name ' Date For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 9820 V J Rev. 10/18 Detail by Entity Name ---= �� -_�;_- -_ /� �.. �%J.l��/.0�� Denartment of State / Di�is:on of Corpor'af on:: / S_;_ch Reo�=��Js / D�>.;ail Eiv Doa.iment N�imper / Page 1 of 4 ���i;��� �13/ ��1���'� ���313� Foreign Profit Corporation RACETRAC PETROLEUM, INC. Fili�n 3niflr�na4ion Documeni Number P1484'I FEI/EIN Number 63-0642959 Date Filed 06/15/1987 Siate GA Staius ACTIVE Last Event SHARE E:<CHANGE Event DaYe Filed 02/20/2003 Event Effective Date NONE Princi�al ,Addr2ss 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 Changed: 01 /22/2018 �v1ailinq Address 200 GALLERIA PARKWAY SE, SUiTE 900 ATLANTA, GA 30339 Changed: 01 /22/2018 Reuis'terad .lA2ni f�Jam� & �rJdress CORPORATE CREATIONS NETWORK INC. 801 US HIGHWAY 1 NORTH PALM BEACH, FL 33408 Name Changed: 01/22/2018 Address Changed: 03/13/2020 +�ffiicer/Dis•ector Deiail Name & Address Title Director LENKER, MAX 142 CANNONBALL LANE WATERSOUND, FL 324G1 http://search.sunbiz.org/inquiry/CorporationSearch/Sea►-chResultDetail?inquirytype=Entity... 3/I 3/2020 , Detail by Entity Name Title Secretary, Director BOLCH,SUSAN BASS 1250SPYGLASSLANE NAPLES, FL 34102 Title Asst. Secretary, Director DUMBACHER,ROBERT 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title COO MILAM, BILL 200 GALLERIA PARKVIlAY SE SUITE 900 ATLANTA, GA 30339 Title Chairman. Director BOLCH,CARLJR 1250 SPYGLASS LANE NAPLES, FL 34102 Title Director MORAN, ALLISON BOLCH 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Asst. Secretary, Chief Legal Officer AKERS,JOSEPH H 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Director, President, Asst. Secretary MORHOUS, NATALIE BOLCH 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Director, Asst. Secretary ISBILL. MELANIE BOLCH Page 2 of 4 http://search.sunbiz.org/Tnquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/I 3/2020 Detai( by Entity Name 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 Title Director BOLCH,JORDAN BASS 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 -RNTON. BF `�A�L�RIA '= Title Other, Vice President of Categon� Mgt POSENER,ROBBY 200 GALLERiA PARKVVAY SE SUITE 900 ATLANTA, GA 30339 Title CFO, CEO MCBRAYER, JR, MAX E 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA, GA 30339 �Ar�s��ai F22uorts Report Year Filed Date 2017 04/19/2017 2018 04/13/2018 2019 04/26/2019 Document 1mas�es � __ _ _.._ _... �1! _".�� . ._ .'_`�_ �I���`f 1� . . .1_i _ _". '" �1�;1-ISI'ti;16—/,aNNU.�>L Rcf'ilR"i Viewimaye,nPC�f�;nir.���t ...� '[2'_i_'.p�l�._-- �eg_P.�nt i:;;=na� � View �mage in nOr i��r:nai � I I(ii_%_f 17 -- AtifE.ND��) ANNUFIL RE?ORT Ue�ro irnay? �n. p?F �unr=+i �. _ _. _ � ;7 :/.vi_:D 1T -- AP�IiAL_ �!_P(.1f�t? Vra.:� ��ncag� iri PD� iorrne�t ��j — �—_� J ,.(-(i��1701GiAVNIJF�L RF_Pt.�R7, Vie�;+�mei r+�. pi',1� su rnat --'�I g�i ;I�a;c_)i;'O15 _.. AMEtJDED_AN�!UFlI. RFPOi?_i �/i=�.v nrtaqe �n pC;c .;or�uat �.....1 ----�._......_,__., �_sl'_t_'%?C� iM- /1NiJ!lAL i�EF(1p�_ � Uew kr;aye a� Ppr, f,r��nal � _._<_if:',iil_i)1,4 -- AA�IE�C1L(�_ANCJIJAL f�EPQRTI Vio-:v: �mag.� in ��n� !onn3� i .._?i_ii)l��1r. 1NNU�,LREP_��?_� Vic>�a�ma�..�"ic�?n;=`unsiat _...:i !)=r 1 ;i,?Ot 3 -^AN?uUA! REP;�P,T �r^w in�d��= ,n �D� n�r.naC � _ . _. �'----- �_I '_;c�;2Vi20�2 — t\\NI I.�.L REPOR�t� �Vi.r;v irr:�cie in �DF Tnr,net � Page 3 of 4 http://search.sun6iz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/13/2020 Detail by Entity Name � --_ _- — ;:I iJiZG i 7- ANNUAL R[PORT :� �� /;.0/2�; i 0- ANMUAL REr ORT �'_;i�.•3/ZL'09 -- PNNUA� REPORT ._ ___-. _?200^0 - ANfJL'AL RF_PQR i ___i5;700i -ANNUAL REPOkT _':i;S/207E=ANNUAL REP �R7 __/t005 _ ANNUAL REPORT. !;..;f._:J/2004 - ANNU.4� RFPORT )_��_��?003=ANNUAL P_EPORT ..___':1/�003 -- Share Exchanc e _!:ir� �i12002 -- ANNUAL REPORT '::7;'�_;_';�001 - ANNUAi_ RFPOR�r _ =!''/2000 -=PAer�er _ ;/;i n2000 - ANtJUAL RCPOP.�! _ ;:;:}� 1999 -� ANNUAL REPORT ,__! �_;;i)i 199G. - P.NN UAL R�,'� lf ��!. ,_.-,__ :_I99' -- r1ND;UHI_ RC�OR�� ._ ';,;it996__�NNUki_ REPORT . _.. __�tJ-I_i�i_ �r,�R:;' --- -_ _---- ; � � �� Jiew image o� POF rnnnat l Vke�n- imac�e in ?Dr Fonnat , I�li��w image in PDF fr,rmat 1 View imace in PfJF fe:�nal � I v'ie�.v imaya in POF rc, rnas �j —i `✓iew imar�� in PDF forrri�t � Vi�w imac�e n f'!]f- furrna! l I ��/ie�v m�ag� u� PDF rortn �� , �lew ima�e in FDF Forma� J ��fe�ev irnage in PDF foim7. �� l ��iew Im�ye m Pi'�F fo�rnsr � � Ue�.v irnage :n POF ronnat ==] V?w imaye in Pr�F �nmia; � _l L\/ia��� imac,�c in I'�l�� fnrmai I Viea�. �inayc. in FLF fc,rrci�t � � � Vie•.v !n�ia;�e �e PDF forrriat � � View imay4 in PDF ,`a-mat � �Viav: ii7ia9� :n PDF fnimat _J I�� - �Le�r.: im �] , iii =' 7i ..�. e��af I Page 4 of 4 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 3/I 3/2020 2019 FOREIGN PROFIT CORPORATION ANNUAL REPORT DOCUMENT# P14841 Entity Name: RACETRAC PETROIEUM, INC. Current Principal Place of Business: 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 Current Mailing Address: 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GA 30339 US FEI Number: 63-0642959 Name and Address of Current Registered Agent: CORPORATE CREATIONS NETWORK INC. 11380 PROSPERITY FARMS ROAD #221 E PALM BEACH GARDENS, F� 33410 US Title SECf�ETARY, DIRECTOR Name BOLCH, SUSAN BASS Address 1250 SPYGLASS LANE City-State-Zip: NAPLES FL 34102 Title COO Name MILAM, BILL Address 200 GALLERIA PARKWAY SE SUITE 900 City-State-Zip: ATLANTA GA 30339 The above named entity su6mits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title DIRECTOR Name LENKER,MAX Address 142 CANNONBALL LANE City-State-Zip: WATERSOUND FL 32461 Title ASST. SECRETARY, DIRECTOR Name DUMBACHER,ROBERT Address 200 GALLERIA PARKWAY SE SUITE 900 City-State-Zip: ATLANTA GA 30339 Title Name Address City-State-Zip: Title Name Address City-State-Zip: CHAIRMAN, DIRECTOR BOLCH,CARLJR 1250 SPYGLASS LANE NAPLES FL 34102 ASST. SECRETARY, CHIEF LEGAL OFFICER AKERS,JOSEPH H 200 GALLERIA PARKUVAY SE SUITE 900 ATLANTA GA 30339 Title Name Address City-State-Zip: FILED Apr 26, 2019 Secretary of State 1472350554CC Certificate of Status Desired: No DIRECTOR MORAN, ALLISON BOLCH 200 GALLERIA PARKWAY SE SUITE 900 ATLANTA GA 30339 Title DIRECTOR, PRESIDENT, ASST. SECRETARY Name MORHOUS, NATALIE BOLCH Address 200 GALLERIA PARKWAY SE SUITE 900 City-State-Zip: ATLANTA GA 30339 Continues on page 2 I hereby ceRi/y fhaf the information indicated on this report or supplemental report is true and accurete and lhat my e/eclronic signature shall have the same legal e/fec( as if made under oath; (hat I am an officer or director oI the corporation or the 2ceive� or trustee empowered to execute this repoR as �equired by Chapfer 607, F/onda Statutes; and that my name appears above, oron an attachment with all otherlike empowe�d. SIGNATURE: JOSEPH H. AKERS ASSISTANT SECRETARY 04/26/2019 Electronic Signature of Signing O�cer/Director Detail Date . , . O�cer/�9recr�r ����i� Can�ar���d : Title DIRECTOP,, �,SST. SECRETAP.`/ �Jame IS31LL, UIELANIE SOLCH Address 200 GALLERIA �ARK�NAY SE SUITE 900 Ciiy-State-Zip: ATLAi'�ITA G� 30339 NdIrP. Ad�•2ss ENGi���:.� TN,CRNT�'.. 200 G�L�Ef � �, �_ ,_ Sli� �= 9G�i Title CFO CEO Name NiCBRAYER, JR, MAX E Address 200 GALLEP.IA PARKWA`( SE SUITE 900 City-5late-Zip: ATLAN?A GA 30339 Titlz DIRECTOR Name BOLCH,JORDAN BASS Address 200 GALLERIA PARKVUAY SE SUITE 900 City-State-Zip: ATLANTA GA 30339 Title OTHER, VICE PRESIDENT OF CATEGORY MGT �Jame POSENER, ROBSY Address 200 GALLERIA PARK�NAY 5E SUITE 900 Ciiy-State-Zip: ATLAMTA GA 30339 1�111111111111111UIIII�II((IIIIII(IIIIINII{Illllllllflil �� � Prevared by and return to: Leonard Rutland, Jr., Esquire 759 South Federal Highway Sutte 303 Stuart, FL 34994 File Number: 10837.24 F � LE NUM 2�7i+ �4r�r�4662 L�F; e �: �r«c2� F•G 1999 SHAROtJ ROBERiSOIJr CLEfi'Y. OF CIftCUIT GOUftT GY.EECHOEEE CDUNTY. FL RECORISED �J3f15�2�J�74 12=51:?7 FM FtiFCUfiDING FEES fQ.S�� aEED DOC 3rE5�].C�Q FiECDRC�EG BY G Heubourn ipace Abovc This Line For Recording Dai Warranty Deed This WarTAnty Deed made this lOth day of March, 2004 between Harbour Bay Properties, Inc., a Florida corporation� whose post office address is c/o Theodore G. Glasrud, 3634 SE Fairway East, S rt, FL 34997, grantor, and H2Oldings, LLC, a Detaware limited liability company whose post office address is c/o antee: �ara�6 f�n<«� , o.o. n�ox 3�o'S3 . Pn�M �3F.4�--ti 6h-�DE.Wi� �� 3 34-ao (Whenever used hcrein [he terms "grantor" and "grnntee" include atl thc partics to this instrument and the heirs, Iega1 representntives, and assigns of individuals, and the suecessors and assigns of corporations, trusts and trustees) WltIIesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County, Florida to-wit: SEE ATTACHED EXFIIBIT "A'• Subject to taxes for 2004 and subsequent years; covenants, conditions, restrictions, easements, reservations and lirnitations of record, if any. TogetheC with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee siznple forever. AIId the grantor hereby covenants with said grantee that the grantor is lawfully seized of said Iand in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that tlic grantor hereby fully wanants the ritle to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of aIl encurrtbrances, except taxes accruing subsequent to December 31, 2003. In W'ItIIess Whel'eO�f, grantor has hereunto set grantor's hand and seal the day and year fust above written. Signed, sealed and delivered in oLu presence: �/ ��) �lI .i /,_ (t 1 / =�����1ii _*i� w� � r� L'' State of Florida County of Martin our Bay operties, Ine. eo ore . a , nt (Corporate Seal) The foregoing instrument was acknowledged before me this 1 Oth day of March, 2004 by Theodore G. Glasrud, President of Harbour Bay Properties, Inc., on behalf of the corporation. He �is personatly lrnown to me or [X] has produced a driver's i:..o,.�e �� :,�a,.�:s;,.�.:.-... [Notary Sealj Notary P hc ' _ - riate3 �vame: LEONARD RUTiAND JR. otary u c- ta e o r a My co��ssio ���miccf�n Exptrec !tg 1�,��bd Commisston #CC828236 DoubleTimam . � . Fund File No.: 57-04-61 Exhibit A i�� G1�'� r�r� 1�'c �G 2��r��� Parcel 1: The West '/2 of the Southwest'/. of the Southeast'/. of Se�-tion I5, Township 37 Souih, Range 35 East, Okeschobce County, Florida, lying North of the North right-of-way line of State Road No. 70; Except the Norch 50 fcet of the West �/: of the West 'f� of the Southwest '�. ofthe Sourheast Y. for road pu�poses; also Except the folJowing described properry conveyed to the State of Ftorida: A parceI of land in the Wesi �/z ofthe Southwesi %. of the Sautheast '/. ofSection I 5, Township 37 South, Range 35 East, B�ing more particularly described as follows: Commence at the South '/• corner of said Section 15; thence run Northerly on the '/. section line a di�tance of 3b.95 feet to the centerline of State Road 70; thence. North 80'. 54' 49" Fasi, on said centerline a disianco of 347.1 U feet; thence Noctfierly at 90° to said centerline a distance of 40 feat to th� Point of Beginning; thence coniinue Northe;ly a disiance of 17 feet; thence Easterly at 9d° 'a distance of 20 fcet; thence Souther3y at 90° a distance of i 7 ' foet; thence W�sterly at 90° a distance of ZO fert to the Point of Beginning. P�arcel Id. Number: R2-15-37-35-OA00-00007-0000 ' � " Pareel 2: Beginning at the Southwest corner of the Eas't'/, of tt►c 5outhwest V. oFihe Sou�heast % . i of Sectior. 1 S.'iownship 37 South, Rangc 35 East xnd rvn North along the West � � boundnry a dist�nce of 594 fcet; then run East a distance of 186.3 feet; thcn run South a ; disianee of 594 feet to the South Boundary of 5ection � S; then run West a distancn of I I 86,3 feet to the POINT OF BEGINNING. Loss and Except the tight-uf-way for Stata Road 70. ' i Pazcel Id. Number: R2-15-37-35-OA00-00008-0000 �._.�-,,,...�-� '"'•r^- � .,� � � . . , � ;r �► - .� � �. ��� N �,. ��� P�Grrh 12, 2021'3 T�: �.fl appiica�ie trover�lznex�tal PerTY3ittin�; ��genri��s Cit.y o� E)l:eeclzo�ee g��;�u�i�,� of� �'ceechob�e, Flori�ia �tzCe {�f rlorida Cat�s��i�t ror•: %I'L�1.,�l;�C:S LLC �;��J� �i�i-�1�1�i� L n�C, �''`���,�i��i .f::,, ��., fJ�i� ��Z� 7i)� f'al•c�i I�Iuni�e�•: 2-15-37-3�-Ofl.E)(��-O(:►(?i)�-d}04�0 i:.�: t�����riz�atR��r��'�;�za���Y, It��zT�•a� Petro��urn, inc. tSs ����t�� t� R����'rac - Ok����flbe�e �D€� • � e '1`h:s e�,-�11 ses�»� �s confi�-��;tion that tl�e ui7dLr;�i;r�ccl, i-6'ZC)I.t��I��� LI.C„ tl�e ctirz•er�� �;.•r�pert� o�vner of tl�e property loc�t�d at tl�e �[i:: cc�rner Gf tPi� intc,rs�ctia?: �f SR 70 and SE �lp'� t���enu�, City c��' �71•:ee�izobec, identi4�ied l,y �<�rcel no. 2-2�-3i-3i-#ll�()�i-�OL?n7-t�000, i�erel}y a��pnints Rac�`I"rac k'etr�leurn, Inc., r.� act as its aut��ol-izE:�i agznf� canr.erni�g all ciry, i,oiint�,�, st��t�, �tc3ci g�veriam�ni �.�erXcy �ei'�riit5 a:�c ��plicatir�ns, ��t �j1iy �� rn� extent tt�at sttcl� �}�rmi�s antl ap}�iicatinns �.�eri.airz tcr tf�e tiroYose�i 3'.�:i�e'I'r�c �i��rl{�:t: �r. Gas 5tation develop��ecat at tha F'raperty (see attac:��d f�r c�ntracted propaz'�y area). �,�f/� �/) '�/�r ; �'_ `���GGi'ttL-"'� L�✓ ��� ' �$i�tl�1Ct11 �3} �� �r-�- �����:��---�-�,::� �f 1 � (nf�3r,�t �4�me, �'�it���:'r `J��'.ri'['�' f) i' _i �.. �.. i ,�;:;%,' ; � � ��5. (.C)Ut°JT`�' C7F C `;'J,<-: ) `I`he �oregai:�; instrument was G cl•,no�n�l�dged Le�ore m� this ��I �ay of ��'it�?'-�1 . zfi20, t�"��,���> ��� =a��c�=�� . Hejs�l�� i� is pers�na�ly kt�obvr: to rr�e �r � has ���•ociuced -- r•:. :-_ ' �. � �~> � as ictez�l:ific.a+��o�z. - � , -. � _ . �, f.. ,G ;` J� n.c..s:?; Z„i::.ii � -i� r,,S_= ��l—„s_ ��"lii'� �c11'aZr°: V�? � :3 (y 1(if. l ^,;l ; %0.:."4.� ; '``. y : �1(3'I'A3;`t' i'J�;' C. �_ _ _ �. _ _ �_ - l � '� t��y �'�Snamission F;xpires: :' ,,' <_ 1�,�_�:; .: - vn,.oEMaxas Ra�zks� � Ofrcial se,�l N.n:a�•; a:iblic - S[ate of Illinas rny [nmrni�sion Expires May Z, 2023 � , , a� , , � - ;;I , . , . . . i ,. .. City of Okeechobee 55 SE 3"d Avenue Okeechobee, FL 34974 Tele: 863-763-3372 Tax: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owner(s): H2OLDING LLc; Donald J Hackl Mailing Address' 1534 wainut Ave. , Wilmette, rL 60091 Home Telephone: Property Address: Parcel ID Number: Name of Applicant: Home Telephone: Work: SR 70 & NW 10th Avenue, Okeechobee, FL 34972 2-15-37-35-OA00-00007-0000 Race Trac Petroleum Inc. Work: ��0-431-7600 Cell: SEAL The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change inay include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood tliat conditions, limitations and restrictions inay be place upon the use or operation of the property. Misstateinents upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be tenninated only by a written and notarized statement of such tennination effective upon receipt by the Planning Department. IN WITNESS W l OF TI3E-Ii�TDER IGNEDHAVE SET THEIR HAND AND SEALS THIS '�;-'' ��l DAY OF %�r��=i ' ---�4i� �,/ �,n�.: �'J_.--r �,, ,� �Y ✓���'',,�''/� '�_� — �-��__ - . ..'` �---1- _ .f L%1, �'��� /. ! r.• r/ , /C�'�9 �` OWNER ` WITNESS . �� ��� OWNER WITN, S Before me the undersigned authority personally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the real property described above and that they executed the power of attorney for tl}� purpose stated therein. Sworn and subscribed this ,�i�� day of �r'%'��� U.� � 20? ° / i1 v Notary Public: ' -l. Cominission Exni es: Cell: Q ra Myr "tyi � CflMMISSION ; : EXPIft�S : �r p� �,10/!4/2021,' C�"`; ,�I�C ��� ��e�e�a"°�e�o�•��,, �'aoi,rO�MTY, r?,�o+* (Rev 2/2019) Page 5 of 11 City of Okeechobee 55 SE 3r`' Avenue OkeechoUee, FL 34974 Tele: 863-763-3372 Fax: 863-763-1686 LAND USE POWER OT ATTORN�Y N�me of Property Owner(s): H2OLDING LLc; Donald J Hackl Mailing Address' 1534 Walnut Ave. , Wilmette, IL 60091 Home Tclephone: Work: Cell: Property Address• SR �o & Nw �oth Avenue, Okeechobee, FL 34972 Parcel ID Number: 2-�5-3735-OA00-OOD07-0000 Name of AppliC�nt• Race Trac Petroleum Inc. Home Telcphone: Work: ��0-431-7600 Cell: The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to �nake application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeais of decisions of the Pianning Departinent. It is understood that conditions, litnitations and restrictions tnay be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. Tllis power of attorney may be tenninated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN 4VITNLSS �VFItiftPOi� THE IJND�RSIGNED HAVE SET THEIR I3AND AND SEALS TEIIS 1��c,,�� ZF��� DAY OF ���020. r' �------ ' ..�/ - G����/' �, _ , �It " ` ' .' WITNESS � /�' OWNE WITNES5 � Before me the undersigned authoritypersonally appeared the owner(s) named above who upon being duly sworn acknowledged before me that they are the owner(s) of the re�l property described above and that they executed the power of attorney for the purpose stated therein. Sworn and subscribed this 2y day of ��ar1� T'r'-`/ 2020. e d .....�.�.,,�. � j � r. �� � VALD[MARAS RAl2Y5 Notary Public: �L(,�`1 Luf.�f,c;�€ -C �,-ti:,ti.�-�' SEAL Offici.�l 5eal Commission Expires: � L 23 Notary Pubtic - State of Iflinais �ires Ma 2, 2023 (Rev 2/2019) Page 5 of 11 m � ,.. i� �✓ � � 1 /�".�.�..�.� �. �i i,v � �.4 � c �*. � �.j � � � � �:) � August 28, 2020 City of Okeechobee General Services Department 55 S.E. 3'd Avenue, Room 101 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372 Ext. 9820 RE: RaceTrac Marke•t SR-70 & SE 10t" Avenu� City of Okeechobe�, Florida 349a2 Parcel No. 2-15-37-35-OA00-000�7-0000 ��� . .�� MA.- � ". �. ?`7 �E.r�,i �J'� JFi� U P _ ti; 'c: .:3t...: ._, '�i vv _` I ` �`,`!' iJ'..: E. . ._ � - _ ,_,. _, �-, � : , � � r . _ " C� ' -' � �J -> �.. ,_. _..'.- :`_. :-. .;: . -- : � -' .'� Thomas Engineering Group, on behalf of RaceTrac Petroleum Inc. (Applicant), is pleased to submit this letter of intent for the developmerrt o�f this project. The project is located north of the intersection of State Road 70 & SE 10th Avenue. The applicant is contracted to purchase the property identified as Parcel No. 2-15-37-35-OA00-00007-0000 from H2OLDINGS LLC (Property Owner). The gross 18.92-acre property is curren�tl�� a vacant lot and zoned as Heavy Commercial. This application is to revise the previously approved site plan that was approved on May 215t 2020. The previous approval was for a RaceTrac Gas Station & Convenience Store as a 5,411 sf retail building with 20 fuel positions. Under this application, the applicant is proposing a new prototype that will be the first of its kind for RaceTrac Petroleum. The new convenience store will be a 8,100 SF retail building with a proposed cirive-thru offering for the in-store RaceTrac mar!cet products and a separate gas canopy to provide an extended diesel offering to larger trucks traveling along SR 70. The proposed Site Plan includes the three structures along with associated parking exceecling zoning code requirements, access driveways, landscaping, utilities, and drainage management facilities to support the operation of the RaceTrac Market. The applicant has interest in purchasing the gross parc2l area, however the proposed development will encompass a net development area of approximately 7.11 acres. There are no current pians for the remainder of the property at the time of this application. This site has an approved special exce�tion for the gasoiine use approved with the previous site plan, but the applicant is requesting the removal of the previously set condiiion ti�at would not allow for truck overnight par{<ing. Additionally, the proposed drive-thru wil! require an additional special exception for the drive-thru use. The proposed development enclosed has been cleveloped in accordance with the City of O!<eechobee codes for the RaceTrac Gas Station & Convenience Store project. Should you have any questions, please do not hesitate to contact us with any questions. Since� ""'�,,.a � I<evin Betancourt, P.E. Project Engineer Tf-IOMAS ENGINEERING GROUP, LLC . t.� a!��ee� �i r e ��� � �1 L' =W ���> �^ " �y �P �' '�, 1 �an .+��' � J'� � m . � 'l� - A,. � ' � � �v.� i °?.' �i+ i�s d t� d � �i.itY3 f . . .. - � � � t:.-�M � K�}�, r��M � �.. „v s� y►�a•. . • ,q 'r' , , �•r �'•M�'; Racetrac - Okeechobee EDO � � �-- � � � ; �� R • ��� ' � �� l..ege�d � � . .��4"'� :,� ,��� ��;� ` �,�,, . ' .� zn � � y = � t� , � � � � -_ :�i�%� �k �F I��fl ���/��PlUE �.."Si' �<�`� � t ��t�F'1 z-�` i s ri. . • t '°"�"i ti - � I � ,� . ' � Y�'t��l �i� ,�� `' �� Yl�`,�,r �a" » . t a �w � � �.4 '� ?,�-, ,. M '"F fl .x •. a �� � v , � -v ,: .�.x -- ;: 'Zi. . . n , . . . � , � . _-.. � ��.�,° , � �, q a r,�, r, '_ '� �v��� c��"`y'=''m'"+'`•d,� �r ��_� .� �n�.�¢ -::.���'� � . ' t fi e -" � `'� � , `� a °-'� ,�"! , �':+ r �i= �'.4 y� .p.� � �` ,'.� � ` �i � * 1. a� � � �^,,'� � e +t � `� �1 - '°� � {lil`a �+4lll � '� � �s �, S `', s-� a , � .r�' •ti r r � . .. � } .. � �` � 5 ` � �Fa�' ;ed�•�Ibt �' � '"� �v ,,, ,� � u c � n � w :..� . a � . � ""' i i � ' � � M ., - � � � � . _�� f � � "'��t� + _. � � � .1*{.a�' / �'�4'��� � � } _�•_..�. w�� y� • ' . . "�'�'6 /; �l'�� ��` R - � -, ..�� � M • �d•�° � „e� .��,A .'A' �,.F,+� . . . ��r � . J- � -'.sA.171��,w�.f� � � . . � � �. y . . . f j _. 'q'ti.- _ ---L--`-� -�• `i+r :, � �r;,��s-"-�s.+.�,..�,y�r�... � '"� ""� :lli���,;,f.:...C�l.�.� r�j'�� �� �;` a �-{ '�m .{�Q4 t j�` ; � •� �_.� t' I � l�.� r _ � � _ _ ,�,+ ' fi '' .-..b .:y-:4} � s :� ...,�� _ ;,,. rot. � �`,.'..�.t� �'� 4 1 +-`7 �"� � � . :,��� G � �� � •j 4�?��' . � _,+'� .��..t..�a„n �:-: j .. _ . ;�.i ��- _� ��; ; � . � � ," .- ..,r ��z .-� • ''��arl�' �• _ �``� :.wXR -.e� - �- � -.'+MK��-������a: .� ,�;-: � . LJ Y P� ji '"1 ie"K .�..,�. y,��,�'"a �� 1 i Ipn� a;t i t J s ri - ' fit -. �.i ii� •. " , . . ��• ,.� ' �'4..� . t�� S4 ,+�• .r ^.� . r �. �F4 - 4 e ac � .�i' t �� �F� �a� r � a q.L{� �(�} � -�y ^*� '7` +. 3 ,� �' :✓+ x �3 ^.,, ,� ,� i � ._.. � � � . ,� ,� �+. . ,"e�F ��t i�"',� r�'+`'t r �2 1� � . ��( . i ��g�'�L! _ � vs . � � .��� , "i�, 3 �'�S� �'�� � :: �r t �;�fr. .r�e. r �'h � `��'���-`f� � +1 i � . �' 1, � � �i " �s r r � } j `' _ t� � 4,t�: � � _ i � r � npx� � � � a�r i' '� �.. ,� � , �II�"� �1 �y�.�?� �`� .. ; a 'w '� . '�{ " ' � e. • - i" � x � �i '1�`: � � - YT! _�:�i � ih. y y'E q� ?_.^ Z' �. y tt= y� •'�y"-r?a '+t �pj �1 � f � ,• M,j'�' � �}�� `'/� °�i �' '- i � vt , p- ss»: a•t � � } `�v� � �` r ' � R r � y ; n.ca � '� r r.A :�+;-• �1� "'.�w�+� ` !� ^"" , r ,r. 7tT� � w ' , r , . � � , b r� . A R `�'; `� �,"'�'.., - � �t.Q�S -Ls �'# �:k5" -'t +. m tti � �' ^ �w�: 'F. �,. � '; , � . _ �� �� iF �} ' - - '�, . f � , �. � � z.. . --_ .� ; �, r �y„y., �` ,* -�� �S) �� ti p; a• . �'� . •;p � � l :.� �'u YyV, (�,�, r� C�i�: N��l �1e} �ts i ' � � ;r�� '� � �.. � ;. ; '",� �- , d � ' ' : ,; 1 { � . .� � `Y a��'a i �py f' N �"•a F M i:. A � ' ' t�rg�� � ' _ . �yg .��' s '�. = +�e p�"'4' '�?t� I „� , : �� - �y�� � �k++Tf' ,g _ . , �y, ,.�j �1)_ t � �F ;Y� _ v R 't!# � �`: � • IY 3""i� "4 �b�- 1� . � J .z� 9}s *Y. � (.�j��� �r� ,!� :.. �.lT'�"t,# 2 *�: }a i� � � �t `� y �. � .' a _ »: . ` ' ��'�t.� ' .�- =. �• " • �+ '�p � P �y�4 � �• -� : 1�`:3 = L'��= ` +� _:'-' . -. � `� ` -"� � � '^ �-< �e .. t`�F � r .�w�' +'#�� �. , k . '{� dt� ..+" �^� .w ��`i� � �;. -t . t � s ry,.' �s _ . � �- , a ..r ,. '�"��� • � 7 �q�x 4�., i� i �" �. i ���� ., .. - � q � �. . . �Y e�y � , a A � '4 � 3'{ � � �- . .. �'T �,: � t � � - �i .Y�� "�, � �.t.a�, d �:.� �-a ��°�`°+t� ' , ;4 . a , _�{_ �!! a. . A � '`,q � R� . - �f R�i� 4 � � ._ � � `,°��,+'a �'a , .. _, .iY�ay �,; e'� �+` .�: ,P, .:ry� -� . � ' -� � *`, a: e ' "' �,e ` ,,�t -, "S±� ' �g ts^"��� 'rR �r+ J u �^s . s : . ' : -` _ ..- �,ac, ' .. Q=� �-� ! �• y �� ` -Ly ' �l A.l.�+,.���!� �A� ��+� �♦ S q �� �D 7 q._ � � 1� a •j �__ � � � �. . X yp"} .. �, Y �. #9 �- � R �1 . A.b h � �_`.` i i. �� f ;'�.:ee$ � �� "e t 'i"� '4'. �.� ' � . "-� ; � - � � . t, * �,�, � � . � w . �� ^ � '�''� � ,_..... . , ,., + . � ,{r� '_ ''�'•w _ , `� .�:.,� 1 -..�' �,°��a�.�-u,'�� r._ .� �3� ' .-� . lF.� f,'� .. � � .' . Y�� � � � a��� �� u`�'�h�� C�2l�U � S c { � ".�.� n. }- r --. , � M � � �� , �+i r� �A _ �. a� p r _�1 � � � '�' �� � � �''�� -� L� '� '"4- , � �t , � e- � �" ` �' � fdi r a�' C � � - �+4�"�, i � ���'�`t�pa'��'Y'��� . ',.�`. . ;_,,,if " n>i�1R � ��Ai � �,�� .o N{i � � � ^t•' ip-�tS��.���; 5 'r �8 ' � . ..iln ; i,IWi -l\L.,r��ui��S-r- �� W r�R ts" - ea . . . . �Si� . �Si( � ...'�a� �,`. �`,,.� �+ _ .S � �ta .. t � �' L j�: ,� � Jc� ` � '� .: ` � ? e�°_ . v � ?. '" °� . - � I ... � �! . r, �: ,. ._ � . _ � � t �G, ��lh y- ' ��o' } � _ .4o'f . �.� f `� r� j- .�'y t�, >�" .1 ;� � _, �`' - � _�� r �q�,�+i �'�j� . I"k � � t� .i ,� �t'; � - �I`� 1/ -�iJ-�"ASl � - ., `� • c '�t..4' S � �� --1..�.��� .:. Y^ y ? � � a .' - ' .+ �j, � k �p . ^�-�� � "%�l ::. �� �_t��, ,��5 �� 1llll.. _.�1�� �P��-��'r � � a�U� 0 � @� ': f tt.._� -�� i `r.�.- �� 4t�?� .►��-.�rCyz�.^'� �4 �t' � �S'�' ' } � �-'�'� --� (�'' i i�a7:l �� �'S`7 � i.:.` � :� ' ' !� � ::ry�`' S :r yzM, 'R� :!@� �I'_ J x ,: - � _ C� ` ��. � `„ 'f�'""; . �*�!�� �','_�, D , u���,���,-_S � ��1���rry� � .� _ �9 , . , ` � -_ _ ��_ .'�_.a; _ :'�. . �. `l - j-� f/,{� _- . �.`s� y` �s.,,r - -yL,� J ! ^� � `S' r�^����d.�`�, �b • ii I i � ei � � �', _ ((''' Y � 'T':: � �j4� S '�' � ��` � `���� � J�'y� �� � (� r1 � � �� (� , � .��� �^` � , j �� i . , 4 � . �. . ��� � � � �� . � � i � � �-�' -�'..a�itl�ar'�C• i�S .y'"�,�„� �11i�4.+.i. . > ' - ' ' � i• ` �v�e- � �,�" 15P'..."e+A ^-'� s��,t a �.. �'�, r h+� �� {�.� �' � .� r �'e y°.x�'+:e'Pdh�� _l� �11A � . �� � � � � ' � . . —I +�.y.i _ 'f 'i s at,. �� �� � �.,�� y, <,7+y� t.o� � h �K:`=Z� , �{���'+ F`!'y� ; „ _ � . �' . '� . � i � ti . V`"ic'iR , "7�1.� R �� �,, � 1 '�4 < �•�A . � � . � r, i - �_. . ,;� .� t� � � � � � �r, � .. � �� , t.- � �� (y� � ,� � .a� �ai3Aa. ���' ���{�3�. + d �.�`� ��.a� � ' �� - +�� i �-� �� ¢, � � .i-�,.� i � ka i � � 7�d,� I ~ R t �y,•''� ;i�7 �I�II���` i�r � � ��` �{,.., ,g rTf•'E^ �ti} �-. ="' 4 f t���- �. 1 �..I• S .'Y c� .�4$�' -_� T v�.'�'! •�' - .�$e +vr � b _ a.�y: '�' � ytp'�' y`fv� -:. `,� -� � �s.:.Fr+'""q1�«�:�� [.. h... � .X.'� J Y� `y i�;, ''� .,�r3�, b ,.^ �1 - �F. �l 44f , i 'K �� . R�� aF N. + ��f r ��q ? U,^",/� �� ,�"p ."".c,r ?'j � � , �i ti7� �-t- ..£�r . i', ..� � , �}"� .a5�.. ` 7 ':�t �� � -� lA��.x"'� Y _ x „�: '�4�i �,... � - ::H. t„ �r'f�. . i � tf� � . �t . �� (y�l -�, ._� _ � -..:Yi 'f � �' - �ti•' �:4 <k., . . a ^a j! . ��„ .'� t�.- S" r �3, � r '� ` I , _� � �1A �'�! .': � f ,�.� ; ..�* �L� � x:� I t�, :, �S '-�r �, a�„ - s S. ,r' _ Y . . _ �:i -�E ti •-,��t� •.a. 'yA4.x� .3.� � �s . c��,-' . ��. � ys 6"M.;�t. !°� � -i ,�+t . ,� � ,.. r ^' � �( - -a} t� � "� � � ; �r-� j �� ; 3 . ; a .:�$ _ � x'1 .� ..�� .�• .��4 !' `fM'4 s Tire� � a r�-' � ,� ; =��y `, A. ,*Zfr ��� �e� o'p } + t,�.,F . � �jy� '� T ❑ i,... � �t ,»'i�& . �; f' i�%� � � �='a .�:... .,r�,:. , � . '� �,�''r} ``� y ,� s• •� a " ,�' +• 4 , �� � • "'.�, , " , '�' �r � �'. _ �`�' = - -l' 'F%J � �-i �. �f -� �' � ! � � �1 ♦ . . s � � . � w '� x1� `' h� [: �%t � � ." '.7! � i. _ .e'iet' - . . lte � �-1a r- a. _ r� ,r y�, ^_t �� �&-� 1 r� �-/k� ��� �.:M �K.�;,� . . ,/�,� � . �y , � , - •. �'rS� y� y7 !, Y�, C n - t �3 �I�'., a . �j• � i � �s i -sa. �"��, � y � Kfi � " 1R.„� "�'�t�i .,,� �!4.n. _ - t � c ._ ,.�-s� �'1i! .K�ly`�Ji .v�'1 � � ��� .Cf& -_..�.'n i� ' .. � t�' r " .� � � a�;':.ti.,�'! .."Zy,,. � S � - _ i �r3, (,��} -. � i r.1. ra: Z r � ,+t + �'. a � '� .+aly-•� Y,�„ _.M.y�• � }., � � t � ,y t� i:"� 'a'r'' � �`��d �st'4 '�- .. r � ` �'y� r • e� .. ;t- � � . , �'Y �'�IB� .. � `},� ��i-'° 'A�'§)� v.�� :'d ar __ }� ii '� .r�,l �G+�.'��61.3 ��- a �.,`��'�lk�r -^�1�• . . -�*i ,�'��'• - � r .... ' . . �� � �! �� -s,�k � 7 .r n�: : '.rF���y � . ��K..�Ej �' '�� in. H' s. ,.'P � . . n � �� � �� � Nli - b� �i �'!�`= '�r . � . �R �r . - - •' �,+y r �.�'e'� �. ��' � r �.,� ��`'�7 J��.s..� � � ;i c-�!� �-'a� .. � ; I �.,� . - r '�Vd4 (� c� is • y5 E � E r I� , . �..�.,� �� ,i � � - t"( w; � s r � b: A �' t '� �..f� -� r �v. „ .�;. �°9�C' 1� . . ;. - . � ,ie`a, _ � �� .i*e'� -�dy -.j».' .� .}' �u A c� �- S i "' ' _.i.:� ���'�'�xi ' . CS���"'i���' .} � .ytsi� i � y�.g,-' y�..��t .: �. 'w }' . .. Ma' -� � � s _ : � F! . ,� '� ? '� ' .�,� �,, �ay � 'F�.? . „' �-�. 1�.?�e' �.�y�- _ t�z'� v'c(�� .'`%�i � . i't �t�' �. - . �: � G , �- � . - � ' - ., �,:i t nv-� k '� l �` r 4 � s -�� tr " i•^^ 6 . p�,AY . . • �� ` ��� � ;._> T . ,. � �, • � �, .$ ,� s� ,y �� c i � a � :•.. � ry.' y ^�r `'mJ ''�. L} � ��e%- . � . ' '�' . - � `YT°; ._. �. ` 4, .3 . d-e. 9 ��,, � 1t ,xt . ��i �: � aZ 9r X� f� ��(.�� � � ._.� � � '� �r'�il.�i=�!� - � �f ' .. � s .`�<-- ro t' , �$ :•. .'-�.� iiF . � h � `'ZS a�Bg} ..� ' ��"��, a•.ti ��.:`p� �#g. ..%t �' .��i :„ � y� r,, � . �'d �i �; � i � _ ' i E - � . . � A, � ,.._ � � Cj� a �, . r: . -fi l � 7 �= t-!� t' �] i R .' , w ! ; tu.,�' ' /(�\ � �t . �.ri 'I. _ � . � ti .. q �F� `������ M� w �4 �.� �+` '. a .. �.. ra� e. f .�} '+.�y �,'akeh.i. - � r�-a ± / ►.: � � �, � ;. .�� � � �� � C' l. _-�0+ 111L �Y 1 µ s i » � ��'' t��r�('111 C1'� �.z ����y'� hsM�A�t �C' � fh1 ` ` � � � 'Ya '4 I a.' £, �'Ar 'dia� :�� f`4^ - �'t} ��� �i� w�.�{(''t�^' � Fr .a��� . %Jy `� �d,tll . y�nn � ' T � s � � _, �>,} �.�' ���� s � �..Ai ti r _p � -�"� �q4�y� ``�!' ak� F �,s �3.}� � . ...� ;�, }� „ y � ,� x '� �yn� •. I � ' � A7 ; � ' " : +} '1$� .� f� � ° ,��i'ki� tiR,h t � � �: �� �'. fi��A w ; a �sI 1 � ��'t �'� �j°b . ' ., !' 4 G'.,��U � S � ' C [�'"�i�� � !� �,fi. .. 4 ��f. �',`� .. , ^ -^�► . . � ryY .,��F,� '� ti' n• '°V af�& � '-� �'"� � � � ��y� � .. � �" �.�,�'� �'� . , � .� . _ S`}•i�ii -� � , � - ' ' i. "'� t � ,3� - - -��l ..€ _... _ _ _ _ .. _ _.. - - -- x. -� _ ____. ._ �1 :� '� _....� ._..�._.,.=-�...« ,,� , ' - - ._.. _ .-�_..�. �� _l:- ._�•,. _eu �.f. ,• . ; . . .:� ,Y'�,.F. M _..�. __�,� " ' � r _... .- . _ .. . � � �i. d � ... . ... I��ISlSRWIRGD � iwrx:aa�xi:ss:� '�i1ELP E� � I(L�]'CP. L�t 25 << �` e� j1 I.']�c� �.��( 26 \'�s, �m� 7 � � � � �- L�fl'LP ` 19'CP. �e � � i� ' I i ' :s,uuzc�a Q � � �� �� G] '� z � �a e �� � ��m •;��' � � �; L�J 1 '30 � I Is� p�j i<•uux�xm � C I I�� � � � . ��i;^S'� ��' 's � � w �_�W� 4 L0� 3'r ����W�3��� v��'"' °O N89°45'4f'E 429.89' ,,< 1 .R �c . + SF�LJIGHM'dl 11 Y1MScYfALL L1RGE fRUVNS 1 � 1'1 6 � �y` � ♦ b` � �6 � � �ersn.=crr,�on ` i4mrwvseuur o� `y6 ,5 `�< �11 t�' . � 'JNPLu I TECJ LANDS �'� �� , �' . � ,S' ` I � ♦�( II��, ` � '�S I ,,'FnkCfLl0:1d5T1,i50AWG7MJ�00 I NI0L0/NGS(LL _ f5l{ I%AUJU(AVENUE %A1/£RE lL 6?J91 . . � n� . , � � � P�� o � �,��,P. \ . �y�t�; �P,•., f>: .s . . `��-%� .'` . � I s i �cmrc� }„ i �bAWIG ���;I ,6 '. �tl ,N I�i . cors2 i�i I�I , i�� ;.° . ' FG([tr'E1 � VARLF110:1-15]]JS-0A00.00G0&A000 ABBREVIATIONS: vcriswFsiac NAVD=NOR7HAMERICANVER7/CALOATUM �PA�OCOURT EL. ELEYA710N S4FtT'NARBOR, fGORlDi134695 : 0.Gb'= SPOTELEVATION 5 F.DOT =fLORIDAOEPARTIAENTOF � TRANSPORTA7/ON CDNC.=CONLRE7E EPB=ELECTRICPULCBOX LP=UGHTPOCE 1D= IDEMIFICA770N � � , �1 '�6 `.E ���5`��� �'�1n,� \� � (� '� or , . y � " ��� ��G�\ ;,5 ,e ,• ��P �Q 1�0� OS'�fNGWANSI / !� I!'JACUNN6i 11�SEY£lY1IRRGE)R(/�VIS [T � ��d �� �� i � � v ��� ' �� �:P �� � 0���` , ,, Ar 1rt�ua4a� �j,l�� � \ (Y ��` �i�C� �S iTJRGWANM .(a �"` ��� � ' .'S . / �\O �`t�13'LP. 00�` � P . ♦ �>> rlleL.P , '�5 l` OH75A= OYERHEAD TRAFfIC 5/GNAL �RM `1�nev TP9 = TRAFFIL 5/GNAL BOX �y �t �5 Sf � UR-UTIUIYRISER � .' CV/SP CROSSV✓ALKS/GNALPOLE I FOPd- FI9ER OP7/C PUL(60X CPP-CONCRETEFOWEP. POCE ff'LP. // - OVERHEAO U7IClTlES � �+"�o I NN-WATERVALVE -C-= 9LOOOHOUN01/NDERGROUND COMAlUNCATlON � -SL-BLOODHOUNDUNDERGROUNDSTRfET1/GHiELECTRIC e? e iF � �G•=BLOODHOUNDUNDERGROUNOGAS ' ��� ���' * -T-= BLOOHDOUNO UNOERGROUND TRAFFIC S/GNAL ;�rn ��� � p -WM-=BLOODHOUNDUNOERGROUNDWATERMAIN � Fl CP= CAB&4GEPALM •,9 '+tl I �IDSM'NhIR00 9� � S89'S431M1Y 376.60' �����a PbINTOFBEGINNI/JG,9 - -�1PENV� T ' �g�y/ 9lEB�hL'9.'J.G'FI Po'J.1' WIRON PCD(AqMf ARYG.L95M.li r; 6WATERVAfVE EP66LPn SETI.AGNA260ISCry5/l54!!� �� � � d � ��- �Q - �y- ��-! [wexvEr s• �¢��_ _ - �� - - 5�'�� . �'�_ - '�� � t _� N00'1975'W B721� �"�"_'"�' __ POIA/70FCOMMENCEMENT� sam� w cw� Aarsecna� rsa�.ss WU� I... .' .. ..... Ti.sai�.vm � .S�xAGT n- ,� -„- ORIlEi4AY �.. 0 .5p�{ILi ORN£1'AY ��I �CONCRE7EPoWERPo(E ELE✓ATION Of OVERNEAD Lt7Rf5 (OFIWJ fL. = SJ 1' EL = 57.5' EL- SI.Y' FL 56.7' FL-6!4' Q 718' fL 7B7' �'° Ia �'¢ �N00"ley5"W 76.8!' �\ 7+00 8+00 e�nr.,,v 9+p rwReeeUnEH EASELNfOfSURVEYPERFD.O.T.R.O.V/M1fAP qSPNALTPAUfElEA7 tlnau,Fr SECi/ON8f076G00/SHEE770F151 T ¢mG �SWTHI/NEOF7HESW7/lOFSEC7/ON15]7J5 .. � � uvttur ' ca.rxie,we au - ....v CONCREfFPOWERPQIE - � ElfVAT70NOFOVERNEA0Y.9RES(ONY// \ fL=d7.B' � EL=5f.7' I IXHIBITD' � EL=S?9' , INGRE:SfGRES5�N0 FL 56S' I CROSSACGESSE7SEd(ENT fL-6G.1' � (OR6764,PAGE377J 4=7f.1' � EL af.Y - � � �6 15 t� � � � ! 1 � Ig �f ,r ,_- •'-�; . NB9°2179 E 2690.79' � a i U� o � M ///\ NORTHC/NEOF7HESE7/<OfSECT/ONiSJ7-]5- I � � " " ww / `CENTER OF SECAON EAST 1/4 CORNER 0�: �`� x z a ti I a a '3 y I I SECTION 1537,?3 0 0� o o� I u�W I~ WO . UNPLATTED LAlJOS � I o� o� O � W O �n W � j wo I fJORTHl1NEOFTNESWI/40FTHE � � o o �� . � SE 1/4 Of SECTION 7537.75 � - - - - I - � I ti� o o u � 2� oV N89°2030E 336.62' � N89°2030°E 336.63, 7J6.61' 336.61' o N00°14'59'W50.0 � -� - . I � I � I' �Pii• � ,� � N $ S� CPP� II C� �� I n I � i d.�G � 6k60'FK EASEMJl7 � ? ' � O.RB f03. PG. 5H5, IXG�'7 J � ' 2' N " E4S'J�:FMUESON60TH5/OES m M�,4TN/SOUMJOiLEA'iFAI/N_ R��i Q�•(�� I W I� oN I RA GouNGE D ���ES) o� �Sk SS� 4�� ' b o: N �� P�� G PRON y FT" �d�,�:r � Qre`F^ y � � O�ERf�,' N��TN � ��°,�e°�`"� � o y 2 (yHpV'�` � �S �5'��1�� I o i N N8^'45'41'E 41f.B9' 1� "a �ma---- � 1 m�oF : � J.g w m� I � p�,R�� �E°� g gl NS9°10'30"EJ36.76' m � I y T V ' I ���N � 1J&9°I971 f �i e ; n� 186.70' u^', N � ti v U o a � NOR7H (D� 0 4 F� oVi I P „� �,w v�y ;�� $ I O o g � 1P�'S�� I"' o g I o Q�G.,. W I � Q� �( I N A c�, "i. C �\ � . cr � � QP�a1��' � rn H e� m I� g� � GF'S �G�� �" o I I a m ���o� o a � p i ,\�y�� . I� Z u� S�9°4926"W 20.00' W I ¢P�P�4�� ' I SEC�ON�537�-3� I �, s�an �o�E ,�.00 - r�ao �osa�r i�.00 _ _ � �` S83'49'26'W 347.14' � 4 6 J 6. 1 �. . � �] � I I �/ - - - - - � � � 589°f9'� � � 2d95.�23' � ( STFiTER0A070EAST ' `SOUTHCINEOF7HE ; � Sc r � `POINTOFCOMMENCEME� BASELINEOFSURVEVPfRF.D.O.T.RIGHTOFWAY� SEf/40FSEC7lON15-37-35 k] O , , t5 .�� , `y GURVE TABLE L-9 S29°�926"IN 2D.00' L-2 S00°90'34'E 17.00' L-3N00°9034"l�y 97.00' + . I . y� rstv I `} � ncv. ` lvr/.1ifs/un'Y i�irxstrw,uuaccmun -� �S � �S � � u•.ucnru�ma ` +m�i�urw+na � ;�� � i� � �.cv. vmnseve��i! mw,Ks I GP �A \` Of fh 5 �.IEM i�cv. e /.p i o��+qro�c,\ ie•cv \ '� 6 I AVORBp SCFIBFD FG tGJOf� �5 ,S .i [ !t"}F/ \ �p� � urarett�u �� F c�ure� n6g � STATE ROAQ 70 EAST ,, „�°^« °���� ��I �; p' p TGY. 'hf ,5 11YP.� IRP�I ` 6'GP.` 1'LP I CJ ' , frcv ].c.A � ° L�- � u 1'''l r ,9 � \ _ � iecv C° c �m a� 6 � S8„ .926"W 34i.10 =�ti�.f �_ ,a�P .- � SAG EL. = 4P.7' SAG fL = 47.0 I SiGEi�{9.H' SAG EL= 524' I SAGEL.=64.4' SAGEL=64.6' SaGfL=]G7' ROG 1FGP SiA'I/ARY � NAkHOt£ P.4RCEL 1 MAP SEC710N9f074000 (SHEfT 70F 15J Q �g � SOU7H 1/4 CORNER SECTION f5-37�35 �� � SCALE�1"=200' � _-- DETAIL SKETCH OFPAP,CEL 1(LEGAL DESCRIPilONJ � A� ra ir�s�s La�vD r�r�� ������ �S j LEGRL DESCRIPTION.� PARCEL 1(ORB 525, PAGE 2000J INfWFST7ROF7NESOU�HY/ES71/40F7HESOUTHEAST ik OFSfC�ION I'. TOWNSHIPI]SOUrN, PFNGE75FA5T, Ol(EEGHOHEFCOUN7Y, FLORIOA, LYIPlG NOA7H� 7HENOR?NRIGNTOFY/AYLINEOFSTATE ROADN0.70,� E,1'G�'PT 7HENOR7NSOFEETOF 1NEYIfST 120FTNEVJFST /ROF 1NESOUlNV%EST I/f OF MfSOUTNEAST 1/4 FOAROADPURFOSES; AC50 FXCEPT7HEF0f10Y�NG DESCRBmPROPERTYLONVEYFO JO PfES�ATEOFFLORIOA' APARCEL OFLINDIN RIEY/E571ROF7NESOUTNWfST f/4OF7HESOUIHEAST I/4 OF SEC7/ON iq T01%NSHIA3T SOUiN, RANGE:SFAST. BEIlJG AfOAEPARTILULIRCY 0.�SLRIB:DASF011OWS� ._ ._________-- -.-_-- .. . COM.I:fNCEAiR1E50U�MVSCORNEROFSAIOSECilON13'7HENCEAUNNORTHfRLYONiNE7/4SECP0/lUNEAOISTANLEOFJ495FEfTTOTHECEN7fRl1NE0f t� 1 �' STATEROA�70-7HfNLENORl11 ' , 80 N4?'EAST, ON:AlOGEN�ERUIJEADlSTANCEOF3JI.10fFEf,'THFNCE/JORRIERLYlT90'TO SAlD LEMfRLlNEAOISrANLfOFSO .. � = fEE7�07HfP01NTOFBEGINNING;7HEMGECONIIA'UENOR7HElU.YADISTANCfOfITFEET,'MENCfEi57ERLYATSO'AOlSTA1:CfOF.OFfE7,'TY.fKCfSOUP/FRLYAi � ' = SO'l�ORTANCfOF17fEET,'1/ICNLEVt[STERLYAT90'ADISTiWLEOFXIFEElTOTNEFOlNTOF6EGlNA'lNG r'�"" PARCEL 1- SURVEYORS DESCR/PT/ON LI P . .f�-: � �� . �'�;� APOR710NOFL1N9LYlHGlN7HElYE5T1/LOFTNf50(l1HV/ESi1/4�FiHfSO(17NEAST7/40FSfLTlONfS.iOVM5NIP7750UTH,RANGEJ5£AST,ONffLHOBEf _ �� , �� � � �� LOUNlY,H.ORIOALYINGNORTNOF7NENOR7HRlGMOfY.�YLINE0F5TA1FR0A070. : J C . � I 6fINGlAOREPAR7ILUfARLYOESCRiBEDASFOLLONS � `SITL LOdflAENLfAT ]Hc SOUM I/I LORIJER 0� SND SEC7lON 1;' 7HFNCfRUNNORTHP7'f4'15' IYrST,,7LONGTHEV/fSiCINFOFTNE50U7HEA57lKOfSA10 SEC770N 1$ A •'�' �-_ � �� ' 0/STANLEOF7S91fEE770AP01N70NMfNOR7NRIGN70FWAYUNEOFSTAiERQ5070A55XOWNONFCOR10A0fPAR7/dc'NIOFTPANSPoRTATIONRIGHTOFI4AY CLr4 _ � � �: � ,�` _ MAPSEC�/OII9IWO:Y.tl(SHEETI�ISJ,SA/OPo1NTi11508f/NG7HfftNNlOfBEG/NN/NGR!ENCECONi1NUfNORlNCtlY4'I"YViEST,ALONGS470Y.E571/f/E,AOlSTANCF 0.� 71°7.57f£ETTOAP0.'N7THATlS 50FEETSOI11NOfANDPARAlLE3 YATHTNENORTH[1NEOF RIf SOUiNV/ESi f/40FTHESOU7HEASI i/40FS4/0 SELIION 1S' _ � I � '1 �V � • iHEh'CFNQRIN69'iJ?0'fAST,AlONGSAIOClNE,ADISTANCEOFJ766]fEEPINENLENORTH00'f459'YrESl.AOISiANLE0F50.00fEEr70AP01Ni0NS110hYJRM 11�OF7NE50UlHV/ESIVIOFTHESOUIHEA " Sl f/4OFSEC�/ON7B7HENLENORiNB9'2030' �_ _ _ 4 , FA57,ADISTANCEOFJJ6.61FF£(70APolMTHFEASiLINEOFINE Qkeeci�ehee 4I� acST7/lOF7HESWRI✓JESTf/40FTHESOUINfA5T1/dOFSAIOSEC�lOIJ1$'INfIICESOUTHGtl•I5<3'EAS7,ALOfdGSA10EASTUNEAOlS7ANCEOf]i4d.PSffE7T0A J PoINidY5NON0.41HPoGN70fVAY lNE ' i ��, +- L 0 SA7EROA070;TNENCEFORiHEfOLL0V�9NGflVf(SJLOURSESALONGSAIDNORTHRIGNTOFY/AY,SOUTH69'5976' � 1�� V/EST,ADISTAA'CEGF30467FfFl,THENLENORTH00'10?I'N'ES�AOISTANLEOFi7.00FffT;TNENGESOUTNB9•49R6'LYFST,AdSTANCE0fi0.09FEET.'TNENCf 6 - �-L Z ; ���_ ��� 50(/IH07'I07!'EAST,ADISTANGEOFI7.00FEE7,'TIifNCF50UR189k9Z6'WEST.AOISIANCEOf317.ldFEf7TO7HEPolMOFBfGIA'NING. COk1A1N1NG 971,5985@ SOURREFEETAN0.�OR f9.86ACFE5/dDREORLESS � SURI/EYOR'S NOiES.' i , "� I. NOA�MPTY/ASI.UOE6YTHl5 FIRb; TOLOLATEUNDERGROUND UIIU7i6� 0��"ORAOIACEM70 M!S Sl7E INcAPPROXIAfATe LOCATIONOFACL 1/RL�nfSSHOYM I� 1= � p' '' �""" HERfONY/ERETAKENFROMA59UILi0IWW]NGSANANROA'-SIIELOCAIIONANOSHOUlOBEVERIFIEOBEF0.4cCON5TRUG7l0/J .I ,e, .... � P,. - 2NOAT7El/.PTI%ASA/?DEdVTHlSF1RMTOCOCA7EUNOFi7GF0UNOF00TlNG50FBU1LA'NGSORffNLESONORA014CENITOiHISSIiE. , 'a'"" � .•� - 1!/.�'OSSNOVNHFRc'ON{7'ERENOTAHSTR.IC7EOFOREASfMENTSANG4DRRlGHiSOFV/AYOFRECOROIXGEPiASSHONNONTHERECOROPLITIFANY. '�' <. A!1 ELNA7/ONS SXOYMARF84SE0ONNORIN�I.IcRICAN �R71CAL OATIll11999 (NAU089J, NGSBFNGNI/ARK' VSi9, ELEVA]ION75.13; NAV09BJ �a � � � � � - 5iri_9EARINGfl95E0FTHI55URVEYlSALONGR(ENORTHRIGNiOFW.IY[A'EOFSiATER0A0]OE55T,589'5926'W,6ASEOONFLORIDASTA7fifA!lECOO�iOINATf � �� 51'S7EAIFASTZO,V�NF09790Y/IiH701fA0JU5nAEN( e: LOCA?lON MAP - NOT ! 0 SCALE fi LEGAL DfSCRIPT/ONFlIRNISkfOdYG!/FM � ].Al19FAWHGSANODISTANCESSIIOtYNAREPIATANOM�SUREOUNLESSORIERYASE/JOIED. 9AOD/TIONSOROF[fil TO P ONS SURVEYA(A SORRfPoRTSBY07HERTlNNT NlN l Hf51G GP RTI'ORF.aRPESlSPRONIBIT� WtTH U V CD 0 7 !Fl77INCONSENiOFTHE S tSlRnrHC:�cKAu!/�MM'FASFtFNt 5/GNI!!G PART/OP. P�RTIES. /ofia nqf3. rvs) 9 TNlSSIIEGESINFLOODZONf%'ASSGRLFDANOINiFRPoIAIFDONffJAAM4PN0.77G77GOf06C, DATffI: JIILY76,70f5 StlFe9.C.��pt f0. THEIXPEL7E0 USEFOR TNESURVEYANO /}APlSf0RC0/AA1fRCG1L PURNSES. :AeAe�wt a[nc� l:unl if. A[L AIFA51/REMEfJISAREINALGOROANCEWIiHTNEUNITEO SIATrS STANOARO, INFF£T. �E EL�_�'�VDf9J _ � a;�;,�--� �- rPCEn�orE� ' _- {SATSON�YJ(lANERCCEPTSNOHE5PoN5BlU7YPoRTHEIOEN71f/C.S7/ON � ,C� ,P?' ,Pd OF7FrETAEE5PEL1f55NOV/NHfREQV.EVERVEFfORiHA59EENl.U0ER1GR0.°ERCYlOENAfYIFEESSNOWN, j _ HOYIEVFR,TRfEIDENIIF1UT10NlSOU75)DfTNEARfAOFIXPfRiISfOF7NlSFlftM.7HEIRFESPEpESASLISTEO P HERFONISFORINPoRLIA7IONALPURPoSESONLVANOSNOULDBfCONfIAlAEOBVAC£Ri1flE0AR80RlSi. a '^ ,_ TITLEREVIEW.• �- t�9 t`� ` .. . .. ..�' „,...,..... . �, ._.,... . .. THlSSI1fY/ASSURVEYfDINALCORDANLEV/!(HA7/TLECOM14.lRb:EN7GROVlOfDBYOlOREPUBLICNAPONALP7(fINSURANLECOA!PANY,FI(ENUI.f9ER' '� %`� f.-�...ti�Fl �p!!GZ'IEn:EOuv GA1911q(COIA,1tt7AffNTOATE'AUGU5T09.20/9,5.'OOPM d Ft.t¢o SCHEOULE9-SECIIONII � -- c � � - ° IXGPTlON^S'DEEDBOpX49, PG.75f �AFFECTSAROPER7Y, UNPLWTABLE '� IXCEPTlONX6'O.R d 25J, PG 1fl7 -AFFELiSFROPERJY, ASSIpVlNONSI(ETCHOf SURVEY, O.R.9PJ& PG. f070�OOESNOTAFFFGTSUBJEC7PROPfRTY, x � � AS:JIOYMONS�YETpI0F5UFVEY '� P ' IXCfP770N'A7.'O.RE�7PJ,PG.985-AffELT5F�70PfRiY,ASSNOYlNONSKETCNOFSURYEY T � �� - - - - - - - ' CXCEP110N'eORS370,PG.1315�AFFECISPROPER7Y,9S5nUf4NONSKEIG! v�p I, SURVEVQR S CERTIFICA lCON.� � RPOF21AG0�/INILRf$ /NG, A GEORGG f/'i7PolMTlON,'O�RfPU9LICNA�IOM' L TIILEINSfIRANCECOMPM'Yond50U7HfRNTI7LEN0!OlNG LO1.fPANY / 1 �' g9aiEe/A,fr\ CONCRETEPoWERAOlE ��o Q .�., un"1/Y£ iG9 z� ^ � � FIEVATIONOFOVERHEADW!lfES(ONWJ I II � I� I EL=d6.0' AI jI � � A t1=32T c� �, � !F � �� EL.= 55.J' 2 :. a : i i - � � � EL S/.9' T g F1' 656� A z F �� Fl.'727' C EL=79 fi' m ' Ii i�m� Im 11G 7FG5 0� i1. 1. N0. !/ � � JLc lFYTNAiTIHSMAI(7,7PlAtANo7HESURVEYONIYNICHITl5845fOV/fREMAOfINaCCOROANCEW11H7NE101GAGh'G4!U/ASTANDARD rFpu��FNfId7SFORALTA�NSPSlAA'0 P�IESURVEYS JOIN/LYESTA6LlSHf0AN0A00P7FDBYlJTAANONSP$ ANOINLLUOES/lEl}5 f, 7 3 4, & 9, '976,�OfTAHlEA'IH�.EOf.7HfFlEIOWJRKV/ASLOI.!PLElf00N5EP1E1ABfR f9, 2019. SURVEYNAPANOREPORTOR71lECO➢/E57HEREOfAkE �NRHOUTTNE JSNANREANOTHfORIGINALRA15E0:FA0FAFLORIORL/CENSFDSURVfY0RAN0AAPPfR l�' ��. Craig D. Watson !WAT59AI 2020.04.28 �'l�O1fl�il SURVEYOR 8 M4PPER 7 2:57:59 -04'00' ';,S�ATEOr'fLORIDA ......• �� M ` ��o� ,rn V ���� � ��U� Q�� Y l�mz� �� W �z �z'��'w � Q � � j � Q m �`Z��'z � A � � V �Wzo� ] �.1 ri- ����; � � � N (:� Z � � � � � I � JOBNUTABER: 19-478 flE(DOATE� &f8-1019 CNECKEDBY.� fAN' ORAWNBY. DPH SCALE: 7� 40' SHEET 90F> i � ! �� I . I f,. �. s• � wa}n_�i.rs � _, . � ,., _ , , , ..._ • , - -- - . . . ,. . _ � _-- .�- ._� ,. _ - - - - __ ._ 1 .. _ - , .,. ,_,. i..i�+ _� _ _� ���i � .._ _ ^ � I--- - _ . -- _ - ._. ,.,,'t; I � � �� �1��; � ��.+ s � .... . �� I� ��.-,��s�x+, 'I�:; � I� ��p�, i� i I s ,i, � ,i;#I iI � i�i ��;` li � �� I ; ,�. �. i� ''------ - - ---------- !�� i ' '� ' — -- r-- - — — -- -- — t � • . , ,.:. _ _ .n -- - ------ �; «�, , ^ ca-. , � — - _... . - - --- -- — - — . . ��u , . , — — -- .. . .. .._ ;..,�� .... _. � __ . . . - ..� r� :r� . "� . ' �� �4 m I '�i �'�I� � � 'r-'-!_� �,� � ; p i -- -- �,':�• � I � i �^� I IWi ��' _. . � '�� I • � _�.. � I(-�w�� � � . L. _ =?]' ,_ .r ..___._ .. . ._..i ..... � . ( � � I � � I � . I _�i[.� I I .� ..,._._. _ � � : � 1 � '� �I� � i .„ �. " I � � , � I ; ! � i � � � ` � �, I . . � 4 . - °'-�- . . � � . � .i i � � , i , i t � . i _ �" <� � , � �� ;i .� r y �� ��� . _ ���� "' � � - - _ Y � I�-�s� a��� 21 1 - , ��r� 's'� � ` 4-._ . +P' " i .�S , � ' , . F � 4; __ . - 1 1 . . .` ; Ir � , - - — _ _._ , • ,,,w , ,r� -�- -•° ', � _.._ ' , . .. � +� �. � �' .._...-i �YVktlC Cs11 ... �_� . . .__ ��.�.. _ . :.. tI 3! � F � 4 ' 1 r'...,� �' —� r...� -i�' __� K1ti1+'}FTBlsSC�� �.. � . ) .�r;'� � � "` � �-� zt ; -+ p. ;. � ,' �tu, � � � __._.., -� .�,�d�- -,-- � �� -.' a� -.. �, t -.- -;�� �';9 �. -f __ ( � . tvA ! � . ,:�4 ' ... __ aL x ... ..=�'-�`— - � .: �ror�. i _ 31'�lle] C�1��..:" '' Y � � 6 v' i `.$ `!� " ' � � �• - h�� . �� . r-.-r-•'-- . � 1 1 `� . >. , . ; � . ' �ny: . r��nyc '�'.'• � E • ._ .. . . . ._ ., .. . �,i, r .' . , � Bac.� f ` !t•. � , , i'V n.�r ,�..r.�.r...q....�-� ' . �� -�--- � �� ;k� � �' v_+a - ' � .. , . . -� . � . � s � a4 � �: f . � �• 'ji r : . .i � . - .. ` � I ( , k . _ � �1 , fi1�f LLM 'T '7 . ; : � ' . x�J ' i. : ir'� � i.�4 �..... .... - __ '� ' "I � C� ? § �A. � i ! . �_ ' _ . ' � 'i� �� - - � �� ,�' i . , » r r .o., �. ` � � .� 1 i d ..«• yi �- a �� � �"_'wr"' "'. ��.'.j .. . ;^�- �j"''�-� . u � � w.-� ,J Xrq y+�,� • . ' � `^•� �y { � : �::;�• ' � .. " � � �.i].1/ " ' �±i� ��_i � �— ,� � '! . +aia�:.nw.« ......�.. � � ,�. �, '-'-- _...� � .-"' . �� »i�.,..: . �o"'.�. � I% v r._. i -� ' � , � un sa T �.- _�'. ' �- � f �� _: j ; �� ��� ..; � �, ;�.i�� ' r� � -`' , , oti � ; .. r , , ... ..-, . . _ _-t- N' •M1VWitw'8:� `�� . h5 � . �� ' I :fi ,. �' .4 � t. .>r�,..+a� �.�q..4+fPcw ..,�it��...r... �.T�r.:tra� cu�.:..�. SIKWXSxti . n .�a � aiY-- . � ,. ... Mf . , -�i � .. -. � � . .__ . . _._ _... �. .� ..�. — - — - — - .' - --- -� ., P,'r+C�f�f "`�I .�,`'('n:x ' �_ �.. . . � ...- � ._ . ,� . � � _ . �- i��-• ��� �y - � � q __ �� . � . � 11;;l�. . >:�� J P .}.�- � �� �� .-,... _,_. ` � � _ � � _I � x F:� S F R,�:t� �' - F��;C�. t n� �: . � c.1T� � FI, . S � el.a t. - Ar�:aa� .r`• � ' ,��?'f t fI,A'' �� {FE . . . � ... +:arq�At'.E . — . l. F�.i rt Ut+fi 37 !"�� . 3Yd.k'M 45GAli.:'-J� :- � .�mw �..-.:.� .aaXw, �� . . • � 5 } 1'vi [ . M � ^itb � � � � ..:i Y . `,�».� � H : YM - ! t[� . . . ... . _ . . _ ^i M yj n.G . yM-'�t�+a"l+ 4 . M' 1 11 n . �. . ^i7k ...a";"°. , � 'C�C_. �. . _ ....r � ... ��.�.. Yrd' ..�... . ,r. "iLrss ... . _ � �` Y-t,�" S�i � rc.e r! ., u„r x.^ _:'� _ � _ . - . .. . . .. .- � ' .. _ . . . . _ . ...�,� . _ :�.. . . . . .., . .. _. _ .. .,,- . ' _ ... . . :. . . . _.. _, _ _ -- . .. -., - � ' ' `-�L . , . . � . ',. � . ��, . ..: . .. _ . _. - � _ ,,. . .. � � j "".�._._._.. . _� .... ,. ___.._ _... _ ' __ _ _ , _ '_ .. . � ..... . , - .'�'«.. ' xs��Y�ntr..;.:aiia:�=-sV�Wik`..'Mro�,t��DID(SYZf7�F�' . .. __ . .. . . _ .. _ . . � r�,.. " ...---- . . - - --�---..__ . �...- - - -.__. . _. . _. . _. . ..__.�.. -------- �'---- ._ � .__ . ___ . , . -- � - �Source: Esii. DigitaiGlobe,.G.o�y_,7_aiilisia� G�qgr�phics, Ci�ItS;Airbus DS, �x.� - . USDA. USGS, A�ro� �ID. IG�I, �nG i��e GIS Us2r`Comrnuniiy �� C�keechobee RaceTrac n� �oo _ Fee�t � '��; i� � � .�;, � �����a �i"; ����'i;l� � � Y�� �C;�, � 7, Okeechobee County, Florida - W E Pro�ect #: 601-26 Env3ror�menial and Perm,��t�n� S�rvices �ite �'lan w/ Wetland �7 3025 �. South Street Orlando, FL 32803 PYOl1UCC',d ��1: DB�j Ph: 407-89Q-5969 Fax: 407-894-�970 g ���w.bio-techconsul'tiny.com Date: 8/24/2020 � T PRELIMINARY DRAINAGE REPORT For RaceTrac — Okeechobee EDO SR-70 & SE 10t1' Avenue City of Okeechobee, FL Prepared for: RaceTrac Petroleum, Inc. Prepared hy � �� �.� �y� �t . 6300 NW 31 Avenue Ft La�c��Y�l�a�l ! �Y,��y�310 `�� ��4�0� ,�,b�, . , �',� � ��J ' �.�cEfv,,;F �"c..r �� 1 �^ / vjn A Betancourt, P.�. Florida Pr'c��Onal��,��r Lic�nse No. 83361 i s �RIDP..••'_ ����� "�`i��� 2�0�0 Rev �ttgtai�q 3�1�,�2020 INTRODUCTION Introduction/Purpose The site is described as identified in the legal description in the survey provided. The project will be encompassed within approximately 7.11 Acres and is located in the City of Okeechobee limits north of the intersection of SR-70 and SE 10th Ave. The site is currently a vacant lot located and is not associated with an existing Environmental Resource Permit according to SFWMD records. The scope of the project involves the development of a RaceTrac Market and gas station with 8,100 sq. ft. convenience store and 22 fuel positions (16 standard + 6 Diesel only). The afore-mentioned work done under this project shall include the construction of the convenience store, the fueling stations and canopies as well as the associated parking lot and utilities. The entire property will be developed in accordance with the City of Okeechobee code of ordinances. This documentation is being presented in support of the activities proposed for this project. Water Table The geotechnical report enclosed describes the water table elevations encountered during the soil borings and exfiltration rate studies done on the site. On average, the water table was encountered at an elevation of 14.5' NAVD. Exfiltration Rates Geotechnical borings and tests were performed based on the constant head exfiltration test methodology were used to estimate "K" values. Based on the field data, an average "K" value of 2.45 x 10-5 cfs/sqft-ft of head was determined to be ineffective for the use of exfiltration trenches. Therefore, it was decided to provide water quality and volume storage requirements with the use of a retention area that will be provided north of the proposed RaceTrac. Due to the poor exfiltration rates, we are calling for the soil above the water table to be replaced throughout the retention area with clear free draining soil to help bleed the retention area during storm events. Please refer to attached geotechnical report for reference. Flood Elevations The FEMA FIRM map 12093C0480C indicates the site to be in Zone X, above the elevation of the 100 year flood area. The firmette is enclosed with this report for reference. Water Quality Per SFWMD design criteria, water quality treatment is required for 2.5-inches times the percent impervious area (61.3% x 2.5" x 6.627-acres/12 = 0.84 ac-ft). The required water quality volume of 0.84 ac-ft will be met entirely within the provided retention area. Conclusion In summary and based on the following calculations, the drainage system for the proposed RaceTrac Market will meet South Florida Water Management District and local jurisdictional requirements and it is suggested that the project be approved for construction. . . - �°�-,� � � �� 1000 Corporate Drive, Ft. Lauderdale, FL 33334 Tel: 954-202-7000 Fax:954-202-7070 Date: 6/26/2020 Project: RT Okeechobee Project No: FJ190029 Calculated By: KAB Checked By: KAB PROPOSED DRAINAGE CALCULATIONS Desiqn Criteria: Estimated Seasonal High Water Level: FEMA Elevation Proposed Acreages Lake Areas (A�): Roof Areas (AR): Paved Areas (AP): Green Areas (A�): Total (AT): 17.50 NAVD 0 sf or 0.000 ac 8.985 sf or 0.206 ac 189,282 sf or 4.345 ac 111,508 sf or 2.560 ac 309.775 sf or 7.111 ac Compute Required Water Quality Volume: 1) Provide at least 1 inch over the developed project: VpRE _ � inch x AT x 1 ft/ 12 inches = 1 x 7.111 / 12 = 0.59 ac-ft or 7.08 ac-in 2) Provide 2.5" over % impervious area: a) Site Area for water quality pervious/impervious calculation: As = Ar - �A� + Art) = 7.111 - ( 0 + 0206) = 6.91 ac of site area for water quality perviouslimpervious b) Impervious area for water quality pervious/impervious calculation: AiMa= As - A� = 6.905 - 2.56 = 4.35 ac of impervious area for water quality pervious/impervious c) Percent of impervious for water quality calculation: = AiMP / AS x 100% = 4.345 / 6.905 x 100% = 62.9% impervious d) For 2.5" times the percent impervious: = 2.5" x % impervious area = 2.5 x 0.629 = 1.57 inches to be treated e) Compute volume required volume for quality detention VPRE = inches to be treated x( AT - A�) = 1.57 x(7.111 - 0) x 1 foot / 12 inches = 0.93 ac-ft or 11.16 ac-in 3) Since the 11.16 ac-in is greater than the 7.08 ac-in computed for the first incn of runoff the volume of 11.16 ac-in controls. 4) For dry retention, water quality volume shall be 75°/a of the amounts computed for wet detention. Wet detention volume = 11.16 ac-in Required Water Quality Volume for Dry Retention = Wet detention Volume ` 75% = 11.16 x 0.75% = 8.37 ac-in or = 0.7 ac-ft. � Date: 612fi12020 Projec[: RT Okeecho6ee Project No: FJ190029 PROPOSED STAGEISTORAGE AREA CALCULATION Prop. 21.00 22.48 22.60 20.00 0.00 0.00 0.00 Grades �17.40 �77.64 �22.00 �76.00 �O.OD �0.00 �0.00 � � Landscape Pavement Sidewalk/Lands Retention Building Area Area High Area 22.60 Total Stage Area Area Area Site Area 1.727 Area 4.245 Area 0.100 Area 0.833 Area 0.000 Area 0.000 Area 0.000 Area 0.000 Area 0.21 7.117 0.000 0.000 0.000 0.555 0.000 O.00D 0.000 0.000 0.000 ac.-ft. ac.-ft. ac.-ft. ac: ft. ac: ft. ac.-ft. ac: ft. ac.-ft. ac.-ft. �s.oa o.00 o.oa a.00 o.ao o.ao o.00 o.00 o.00 o.00 o.00 15.50 o.oa o.00 a.00 o.aa o.00 o.ao o.00 o.00 o.00 o.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 �s.so o.oa o.00 o.00 o.zs o.00 o.ao o.00 o.00 o.00 o.zs 17.00 0.00 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.59 17.50 0.00 0.00 0.00 0.91 0.00 D.00 0.00 0.00 0.00 O,g1 18.00 0.09 O.Ofi 0.00 1.25 0.00 0.00 0.00 0.00 �.00 7.39 18.50 0.29 0.32 O.OD 1.60 0.00 0.00 0.00 0.00 0.00 2.22 19.00 D.61 0.81 0.00 1.98 0.00 0,00 0.00 0.00 0.00 3.40 19.50 1.06 1.52 0.00 2.37 0.00 �.00 0.00 0.00 O.DO 4.94 20.00 1.62 2.44 0.00 2.78 0.00 0.00 0.00 0.00 0.00 6.84 20.50 2.31 3.59 0.00 3.19 0.00 0.00 0.00 0.00 0.00 9.08 21.00 3.11 4.95 0.00 3.61 0.00 0.00 0.00 0.00 0.00 11.67 21.50 3.97 6.53 0.00 4.02 0.00 �.00 D.00 0.00 0.00 74.53 22.00 4.84 8.34 0.00 4.44 0.00 0.00 0.00 0.00 D.DO 77.61 22.50 5.70 1 D.36 0.02 4.86 0.00 0.00 0.00 0.00 0.00 20.94 22.60 5.87 70.78 0.03 4.94 0.00 0.00 0.00 0.00 0.00 21.63 Sidewalk Gross 12950 D.297291 Sidewal Net 0.70 Lands high 3283 0.075367 Previous Permit Elevations NGVD NAVD FFE 25.2 23.7 WT 20.5 19 25Y 24.1 22.6 10Y 22.6 21.1 � Date: 6/26/2020 Project: RT Okeechobee Project No: FJ190029 DESIGN CRITERIA October Water Elevation 17.50 NAVD .......................................................................................... FEMA Elevation N/A Zone X .......................................................................................... PROPOSED LAND USE SUMMARY Areas: Square Ft. Acres Percent Lake 0 0.00 0.0% Building 8,985 0.206 2.9% Paved and Sidewalk 189,282 4.345 61.1 % Pervious 111,508 2.560 36.0% Total Area: 309,775 7.111 100.0% STAGE\STORAGE AREA CALCULATION Site Exfiltration Additional Total Stage Stage-Storage Trench Storage Storage (previous page) Storage (N/A) Area ac.-ft. ac.-ft. ac.-ft. 15.00 0.00 0.00 0.00 0.00 15.50 0.00 0.00 0.00 0.00 16.00 0.00 0.00 0.00 0.00 16.50 0.29 0.00 0.00 0.29 17.00 0.59 0.00 0.00 0.59 17.50 0.91 0.00 0.00 0.91 18.00 1.39 0.00 0.00 1.39 18.50 222 0.00 0.00 2.22 19.00 3.40 0.00 0.00 3.40 19.50 4.94 0.00 0.00 4.94 20.00 6.84 0.00 0.00 6.84 20.50 9.08 0.00 0.00 9.08 21.�J0 11.67 0.00 0.00 11.67 21.50 14.53 0.00 0.00 14.53 22.00 17.61 0.00 0.00 17.61 22.50 20.94 0.00 0.00 20.94 22.60 21.63 0.00 0.00 21.63 u � Soil Storage Compacted Soil Storage per SFWMD Vol. IV Paqe C-III-1 = 1.45 x 0.36 = 0.52 inches SFWMD Rainfall Land Use Summary: Acres Lake Areas (A�): 0.000 Roof Areas (AR): 0.206 Paved Areas (AP): 4.345 Green Areas (Ac): 2.560 Total (AT): 7.111 Percent 0.0% 2.9% 61.1% 36.0% 100.0% Average Pervious Grade (Elev.): 1920 Depth to Water Table: 1.70 ft Soil Storage at Average Depth (SS): 1.45 inches Weighted S value: = SS x % Pervious From Figure C-9, 100-Year 3-day Storm = From Figure C-8, 25-Year 3-day Storm = From Figure C-7, 10-Year 1-day Storm = 10.00 inches 9.00 inches 5.00 inches Results from Flood Routings (SFWMD) Runnoff (Q) _ (P - 02S)2 / (P + 0.8S) =(10- (0.2x0.52))^2/(10+(0.8x0.52)) = 9.40 inches of total runnoff Runoff Volume = Q" Project Area = 9.4 x 7.111 = 66.84 acre-inches = 5.57 acre-ft. Maximum Sta e for 100-Year 3-Da Storm no dischar e 19.67 NAVD Runnoff (Q) _ (P - 0.2S)Z / (P + 0.8S) =(9- (0.2x0.52))^2/(9+(0.8x0.52)) = 8.40 inches of total runnoff Runoff Volume = Q` Project Area = 8.4 x 7.111 = 59.73 acre-inches = 4.98 acre-ft. Maximum Sta e for 25-Year 3-Da Storm no dischar e 19.51 NAVD Runnoff (Q) _ (P - 0.2S)z / (P + 0.8S) _ (5 - ( 0.2 x 0.52))^2 / (5 + (0.8 x 0.52)) = 4.43 inches of total runnoff Runoff Volume = Q* Project Area = 4.43 x 7.111 = 31.50 acre-inches = 2.63 acre-ft. Maximum Sta e for 25-Year 10-Da Storm no dischar e 18.67 NAVD ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME II Effective: AUGUST 10, 2014 A-13 FIGURE �-3�. 1 �-l�,AY �tAlf�EF�4t�y �-Y��,,R €��71lftt�i P�E�I�D� ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME [I Effective: October 1, 2013 _ � FIGI�.�RE �C-�4. 1�DAY R�I(V�EI,�.L: 9 0-Y�AR RETURfV P�F�iO�D ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME II Effective: October 1, 2013 ; :. ��GL1RE �-$, 3-C]AY R��h�FA�L: 25-'�`��►R R�Ti4.1RN PEF���a ENVIRONMENTAL RESOURCE PERMIT APPLICANT'S HANDBOOK VOLUME II Effective: October 1, 2013 A-19 FlGU�tE C--9. �-DA'Y R►�I�+1FA�LL. 1 Q{�-1r'�,AR FtE7'U�iI'� PERt�]L! National Flood Hazard Layer FIRMette � FF;�,� Legend Z�-�4�5%.HH��N SEE i1S REPORT FOR DETAILED LEGEND ANO INDE% MAP FOR FIRM PANEL LAYO�I � r - � �-�� ' _ * � .� �� ; ' .,.. �- , .��� ;� Without Base Flood Elevation (BFE) • _ � " �. �,��-a.��.ax � +� With BFE or Depth :-�,.. nr. ao, aH. ve, aa v ^ +, e, �, �p^' �v � �,� i L. � �„ , - � ; ,� SPECIAL FLOOD ?�� � �, i H s ;�.,. • � . , � '� r � � HAZARD AREAS Regidatory Floodway , tf�- '°' ��,� � _ � �� '� � ��;�t�-�-*� - � �' - , , �� , ,. x � � � .. ' �?" �f i E��.� �-� f��t � t�""-# x� t.� 0.2% Annual Chance Flood Hazard, Areas �Y "�- , , . . , - � ot 1% annu2l chance flood with average � � ' 4w•. "� � . -T°'i�1 �+r1fYt: � . -_ v� � "� . �"� . depth less than one foot or with drainage � F� . '��T�,� � �.r.�,. � "� 4 � � � . ��' areas of less than one square mile _ �. . r'��� � r ��1 � ; ° � � e #:� , � g, ,�'� .r :. . Future Conditions 1% Annual "`�'►�,,�,raqy�; •;� ' � � � .. � . .. . - �_. . #����++++++ . --{. Chance Flood Hazard �. �. . � � � .�� '�'"M"� �-,y� '�:� � � �.� ,. - _, . ,;. +�. -� +�Y- . � . `�� ' " �;{ � � . ` �" Area with Reduced Flood Risk due to .� r �. � ..:� ; .. - . _ .. .. ¢ � y�q�^A . . - i� .. ' � �� � OTHER AREAS OF Levee. See Notes. - i�$!�; �� ;� , k , -,3 �., � FLOOD HAZARD Area wi[h Flood Risk due to Levee. f � ��'� P�: T,�lJfJl_!,�, L � H,�, f l�_ E F L�_��_:; C� H�.=�; F: G "�_• � ' "���- No seaeeN Area of Minimal Flood Hazard �.�;�,- s C , � Y � ^ �'*����'- �� �. � � � Effective LOMRs . f . !� T' I'•:.�E :.�1 .�? * �� 1 � t s OTHER AREAS Area of Undetermined Flood Hazard :.�- :� ;r►�... 1� �� ., . I" � "�-'�,.'_'"` � r�. r�� �., � ° , -: � � + '� � ;� � `#`� GENERAL - — -' Channel, Culvert, or Storm Sewer � Sf �� � , s � STRUCTURES i i i i i i i Levee, Dike, or Floodwall . . � _+�, j < . � � �. , � � .� x x �r > - • p 4 . . o-20'Z Cross Sections with 1°o Annual Chance 1 z•� � � � �:E L 1 � F {�t � , _ - � � ' , :�� �• ��•5 Water Surface Elevation -�.. ^�1M. � i�'""'_. . �t• � � I {. ?�-.'�-�'�\��.��' � �'� ��"��'.�'.� ,_ � _ .._� .. CoastalTransec[ �- ,�r ,� . . � x_ ...,.,. . .,. Base Flood Elevation Line (BFE) . . ,4 3� � , y� �',' �. '� . � �,:�-` — -- LimitofStudy ���At� � � -� � � ' P � Jurisdiction Boundary r � ` �,.. + �.. --- --- � �; � �, � .� oastal Transect Baseline � , ' �`K!� i' 9i 7 I ��' F OTHER _` Profile Baseline • f _ � . �a � FEATURES Hydrographic Feature C � � . I;,_ ,_ ��_ 4_I Digital Data Available � F L' '�_>� �-+ i' No Digital Data Available ( �' - ' MAP PANELS � . � . C , Unmapped � E � i � 'r- ��t � � � �+a:.� : "" �,, ,.� �,�r �'�F " '; � X - � - .. . , ' -�` `� � � .� � � The pin displayed on the map is an approcimate ��� � _ '� -. _ � - .� � poin[ selected hy the user and does not represent ?F � �`� `' ' �«��"`�°°�'i11�'" �-iF�E�-i �_.'F.��'11fJII:�1,aL FL�� '�_��'�' Hr��,'�Fi���*�,�_��'� anauthoritativepropertylocation. .Qy' ",� . �.wtivw�Mll�i�,�i � . r ��t � �« . . � i, �',`�� This map complies with FEMA's standaids for the use of ��:+�'�� � y �' � �� y��" ��. � ��� digital flood maps if it is not void as described below. r �. ��°�� •� �� � Y o � '. ,�,�� The basemap shown complies with FEMA's basemap }` ��a �- .� , w � �'� � ` � accuracy standards � � „� � �' ;� f ; -,:. F i E �,-�,`�' , ; '``. � �, � v � ; . ' � � � -� •� The flood hazard information is derived directly from the , : � � '�` �` � s"'' '�'� - � � �, � � �' � � - '"�•..�� � # � - authoritative NFHL web services provided by FEMA. This map .�. �..�. � N ♦ �-� ,v �,, � , _ „ was exported on 1 7_8 2020 at -9:bo9if Pbl antl does not � , `e s � ��` �; �:� ��� ��. reflect changes or amendments subsequent to this date and � ��:�� , h"i,+�' ♦�t � time. The NFHL and effective information may change or Y�.� . . _' .� o & � '" �±. �' � EL 1 � F��t � � �"y �; � � � � �r ' ,� y ' �4 .h k� � � � �a' become superseded by new data over time. �� s� �- 4� - . �F �''� �.- w���,. � o This map image is void if Ihe one or more of the following map '_ � � � � , � " : � - � �� �� * � � - � elements do not appear: 6asemap imagery, flood zone labels, a �EL 1� F��t� ° :� USGSTI�eNt7iion�il�NlaE7aC�rthoim3gEfy.D8f8fef�zSh2cl�i\piil 2U19. � legend,scalebar,mapereationdate.communityidentifiers, �'` - FIRM panel number, and FIRM effective date. Map images for Feet '� .6, QOQ �� �4 `S.Bg N unmapped and unmodernized areas cannot bc used for 0 250 500 1.000 1 500 2,000 regulatorypurposes. 0 , GFA INTERNATIONAL ��.�:��.�_,� . . �,��.�������.1�I:Z�� Report of Geotechnical Exploration RaceTrac #1443 SR 70 and SE 10t'' Avenue Okeechobee, Florida December 23, 2019 GFA Project Number 19-6691 & 19-6691.01 For: RaceTrac Petroleum, Inc. � �� � , ���� i, �� - �} : �F,iy� l � lfi�, t'` �� y�����,..1 .�Y, �! � fi� ' �f�� I' � O �rtYy ; �6'�I•j;�. '��`� /!" ��'R,a�tA"` ��h*� *C /.���ry w � �sma '��+as� rx -=.I�1q4t�[,t,aa "� :I��R77M';�a1� .' t\ �IItISp ;1f.al*;0.KNt:'. ��w�. ri rt�W' �A � _;.i ���t:.. ..� I�� � , / A Y• ` Ju ,Ab Y �'�a! . n w��noco��: A I� o � c ooa � {?o �.1� �4 � -� N5 ��'�yG • � �, �i � � i �������� � , ... � . -. �� ._�._ „ . ���� ���.���w,����:�, ��` '� ' � � � F/orida's Leading Engineering Source Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections • Plan Review 8 Code Compliance �.�,TFR�'�py December 23, 2019 Mr. Cleo Chang RaceTrac Petroleum 200 Galleria Parkway E., Suite 900 Atlanta, GA 30339 Phone: (770) 431-7600 Email: cchanq racetrac.com Site: RaceTrac #1443 SR 70 and SE 10t'' Avenue Okeechobee, Okeechobee County, Florida GFA Project No. 19-6691 8� 19-6691.01 Dear Mr. Chang: GFA International, Inc. (GFA) has completed the subsurface exploration and geotechnical engineering evaluation for the above-referenced project in accordance with the geotechnical and engineering service agreement for this project. The scope of services was completed in accordance with our Geotechnical Engineering Proposal (19-6691 8� 19-6691.01), planned in conjunction with and authorized by you. EXECUTIVE SUMMARY The purpose of our subsurface exploration was to classify the nature of the subsurface soils and general geomorphic conditions and evaluate their impact upon the proposed construction. This report contains the results of our subsurface exploration at the site and our engineering interpretations of these, with respect to the project characteristics described to us including providing recommendations for site preparation and the design of the foundation system. We understand the project consists of the construction of an approximate 5,411 square-foot, one-story RaceTrac retail structure, with a canopy area and parking/driveway areas (RaceTrac #1443). There will also be underground storage tanks and a stormwater management area (detention/retention) constructed. For purpose of the exploration, maximum column and wall loads are estimated to be on the order of 80 kips and 5 klf, respectively. You indicated underground storage tanks (UST) will be installed to depths of up to 20 feet below site elevation. We estimate up to three to four feet of fill may be required at some locations at the site to raise the existing ground surface elevation to the final site elevation. The recommendations provided herein are based upon the above considerations. If the project description has been revised, please inform GFA International so that we may review our recommendations with respect to any modifications. 201 Waldo Avenue North • Lehigh Acres, Florida 33971 •(239) 489-2443 •(239) 489-3438 (fax) • www.teamgfa.com OFFICES THROUGHOUT FLORIDA RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691. 01 The following soil testing was completed for this study: Geotechnical Report December 23, 2019 Page 2 of 16 ➢ Two (2) Standard Penetration Test (SPT) borings to depths of approximately 20 feet below the existing ground surface (BGS) within the footprint of the proposed underground storage tank (UST). ➢ Six (6) SPT borings to depths of approximately fifteen (15) feet BGS within the footprint of the proposed building and canopy areas. ➢ Four (4) SPT borings to depths of approximately ten (10) feet BGS within the footprint of the proposed parking/pavement/driveway areas. ➢ One (1) SPT boring to a depth of approximately ten (10) feet BGS within the footprint of the Stormwater Management Area. ➢ Six (6) additional SPT borings to depths of approximately fifteen (15) feet 8GS within the North and South Alignment. ➢ Two (2) Open-hofe Falling Head e�ltration tests to a depth of 10 feet. The subsurface soil conditions encountered at this site generally consists of very loose to very dense sands (S�) with varying amounts (if any) of roots, shell fragments, and weathered limestone, very loose to medium dense slightly silty sands (SP-SM), loose silty sands (SM), and moderately hard limestone (LS) to the boring termination depths. Please refer to Appendix D: "Record af Test Borings" for a detailed account of each boring. The subsurface soil conditions at the project site are generally favorable for the support of the proposed retail structure on shallow foundations. An allowable bearing capacity of 2,500 psf may be used for foundation design. Expected settlement of the structure is less than 1 inch total and less than '/2 inch differential. We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please do not hesitate to contact us if you have any questions or comments, or if we may further assist you as your plans proceed. Respectfully Submitted, GFA International, Inc. Florida Certificate of Authorization Number 4930 Rene Mendoza, E.I. Staff Engineer \`1��t11111rr�� �,�` �,Es DoR,�''�, \ � ��:�'�,cE�ls�'�.'��:, �• _ ; �.•' �'�.�rt^ , _ o�•: - ` �t' : -- Na. 85:s�t9 `___.?� / `_ ,�`. .) �_ ___ G�— �� ' �� fs `EsT�`r» � � � . Adam J. p�Ckc�'.r,;��-C�3319 �'t�Z3- l State of Fltfvi,� S�� A� ��,� � Geotechnical b'2�a�r�lemt4Vlanager � RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 99-6691.01 TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................. 4 1.1 Scope of Services ........................................................................................................... 4 1.2 Project Description .......................................................................................................... 4 2.0 OBSERVATIONS ................................................................................................................4 2.1 Site Conditions ................................................................................................................ 4 2.2 Geomorphic Conditions ................................................................................................... 5 2.3 Field Exploration ............................................................................................................. 5 2.4 Visual Classification ........................................................................................................ 6 2.5 Subsurface Conditions .......................................................................................6 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS... 3.1 Hydrogeological Conditions ................................................. 3.1.1 Exfiltration Testing ........................................................ 3.2 Building and Canopy Foundation Recommendations........ 3.2.1 General ........................................................................ 3.2.2 Site Preparation ............................................................ 3.2.3 Excavation Conditions .................................................. 3.2.4 Design of Footings ........................................................ 3.2.5 Ground Floor Slabs ...................................................... 3.2.6 Lateral Earth Pressure .................................................. 3.2.7 Seismic Zone ................................................................ 3.2.8 Frost Protection ............................................................ 4.0 UNDERGROUND STORAGE TANK CONSIDERATIONS..... Geotechnical Report December 23, 2019 Page3of16 ..................... 7 ..................... 7 ..................... 8 ..................... 8 ..................... 8 ..................... 9 ....................10 ....................10 ....................11 ....................11 ....................12 ....................12 .....................................12 5.0 PARKING AND ROADWAY CONSTRUCTION RECOMMENDATIONS ............................13 5.1 General Components ....................................................................................................13 5.2 Rigid Pavement Design ...............................................................................................13 5.3 Slab Thickness .............................................................................................................13 5.4 Pavement Joints ...........................................................................................................14 5.5 Compacted Subgrade - Rigid Pavement .......................................................................14 5.6 Placement and Curing ..................................................................................................14 5.7 Concrete Pavement ......................................................................................................14 5.8 Effects of Water ............................................................................................................15 5.9 Construction Traffic .......................................................................................................15 5.10 Pavement Site Preparation ..........................................................................................15 6.0 REPORT LIMITATIONS .....................................................................................................16 7.0 BASIS FOR RECOMMENDATIONS . Appendix A - Vicinity Map Appendix B- Test Location Plan Appendix C- Notes Related to Borings Appendix D- Record of Test Borings Appendix E- Discussion of Soil Groups ........................................................................17 / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 1.0 INTRODUCTION 1.1 Scope of Services Geotechnical Report December 23, 2019 Page 4 of 16 The objective of our geotechnical services was to collect subsurface data for the subject project, summarize the test results, and discuss any apparent site conditions that may have geotechnical significance for building construction. The following scope of service is provided within this report: 1. Prepare records of the soil boring logs depicting the subsurface soil conditions encountered during our field exploration. 2. Conduct a review of each soil sample obtained during our field exploration for classification and additional testing if necessary. 3. Analyze the existing soil conditions found during our exploration with respect to foundation support for the proposed structure. 4. Provide recommendations with respect to foundation support of the structure, including allowable soil-bearing capacity, bearing elevations, and foundation design parameters. 5. Provide criteria and site preparation procedures to prepare the site for the proposed construction. 1.2 Project Description We understand the project consists of the construction of an approximate 5,411 square-foot, one-story RaceTrac retail structure, with a canopy area and parking/driveway areas (RaceTrac #1443). There will also be underground storage tanks and a stormwater management area (detention/retention) constructed. For purpose of the exploration, maximum column and wall loads are estimated to be on the order of 80 kips and 5 klf, respectively. You indicated underground storage tanks (UST) will be installed to depths of up to 20 feet below site elevation. We estimate up to three to four feet of fill may be required at some locations at the site to raise the existing ground surface elevation to the final site elevation. The recommendations provided herein are based upon the above considerations. If the project description has been revised, please inform GFA International so that we may review our recommendations with respect to any modifications. 2.0 OBSERVATIONS 2.1 Site Conditions A geotechnical engineer from our office conducted site reconnaissance on November 21, 2019 to observe and document surface conditions at the site. The information gathered was used to help us interpret the subsurface geotechnical data and to detect conditions which could affect our recommendations. / RaceTrac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 99-6691.01 Page 5 of 16 The site is located at along the north side of State Road 70 between SE 8th Avenue and SE 10'n Avenue in Okeechobee, Okeechobee County, Florida. The site consists of a vacant grassy parcel with some palm trees and other larger trees. There is a residential neighborhood bordering the west side of the property, and a vacant grassy parcel boarding the property to the north and east. The existing site elevation is approximately finro to three feet below the elevation of State Road 70. 2.2 Geomorphic Conditions The geology of the immediate vicinity, based on the USDA Soil Survey and the Soil Survey of Okeechobee County, is representative of Manatee Loamy fine sand (6) soil type and Immokalee fine sand (11) soil type. According to the USDA Soil Survey, the description of the soil type is as follows: Manatee loamv fine sand, frequentiv ponded, 0 to 1 percent slopes (6): Under natural conditions, the seasonal high water table is at the surface to 24 inches above the surFace from June through March. During the remainder of the year, it is typically at the surface to a depth of 12 inches. The water table may recede below 12 inches during extended dry periods. Immokalee fine sand, 0 to 2 qercent slopes (11): Under natural conditions, the seasonal high water table is at a depth of 6 to 18 inches from June through September. During the remainder of the year, it is typically at a depth of 18 to 40 inches. The water table may recede below 40 inches during e�ended dry periods. 2.3 Field Exploration The following soil testing was completed for this study: ➢ Two (2) Standard Penetration Test (SPT) borings to depths of approximately ZO feet below the existing ground surface (BGS) within the footprint of the proposed underground storage tank (UST). `r Six (6) SPT borings to depths of approximately fifteen (15) feet BGS within the footprint of the proposed building and canopy areas. ➢ Four (4) SPT borings to depths of approximately ten (10) feet BGS within the footprint of the proposed parking/pavement/driveway areas. ➢ One (1) SPT boring to a depth of approximately ten (10) feet BGS within the footprint of the Stormwater Management Area. ➢ Six (6) additional SPT borings to depths of approximately fifteen (15) feet BGS within the North and South Alignment. ➢ Two (2) Open-hole Falling Head exfiltration tests to a depth of 10 feet. / RaceTrac #1443 Geotechnica/ Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 99-6691.01 Page 6 of 16 The locations of the borings performed are illustrated in "Appendix B: Test Location Plan". The Standard Penetration Test (SPT) boring method was used as the investigative tool within the borings. SPT tests were performed in substantial accordance with ASTM Procedure D-1586, "Penetration Test and Split-Barrel Sampling of Soils". This test procedure consists of driving a 1.4-inch I.D. split-tube sampler into the soil profile using a 140-pound hammer falling 30 inches. The number of blows per foot, for the second and third 6-inch increment, is an indication of soil strength. The soil samples recovered from the soil borings were visual�y classified and their stratification is illustrated in "Appendix D: Record of Test Borings". It should be noted that soil conditions might vary between the strata interfaces, which are shown. The soil boring data reflect information from a specific test location only. Site specific survey staking for the test locations was not provided for our field exploration. The indicated depth and location of each test was approximated based upon existing grade and estimated distances and relationships to obvious landmarks. The boring depths were selected based on our knowledge of vicinity soils and to include the zone of soil likely to be stressed by the proposed construction. The recovered samples were not examined, either visually or analytically, for chemical composition or environmental hazards. GFA would be pleased to perform these services for an additional fee, if required. 2.4 Visual Classification Soil samples recovered from our field exploration were returned to our laboratory where they were visually examined in general accordance with ASTM D-2488. Samples were evaluated to obtain an accurate understanding of the soil properties and site geomorphic conditions. After a thorough visual examination of the recovered site soils, no laboratory testing was deemed necessary. The results are presented in "Appendix D: Record of Test Borings". Bag samples of the soil encountered during our field exploration will be held in our laboratory for your inspection for 30 days and then discarded unless we are notified otherwise in writing. 2.5 Subsurface Conditions Boring logs derived from our field exploration are presented in "Appendix D: Record of Test Borings". The boring logs depict the observed soils in graphic detail. The Standard Penetration Test borings indicate the penetration resistance, or N-values, logged during the drilling and sampling activities. The classifications and descriptions shown on the logs are generally based upon visual characterizations of the recovered soil samples. All soil samples reviewed have been depicted and classified in general accordance with the Unified Soil Classification System, modified as necessary to describe typical southwest Florida conditions. See "Appendix E: Discussion of Soil Groups", for a detailed description of various soil groups. The subsurface soil conditions encountered at this site generally consists of very loose to very dense sands (SP) with varying amounts (if any) of roots, shell fragments, and weathered limestone, very loose to medium dense slightly silty sands (SP-SM), loose silty sands (SM), and moderately hard limestone (LS) to the boring termination depths. Please refer to Appendix D: "Record of Test Borings" for a detailed account of each boring. / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 7 of 16 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS 3.1 Hydrogeological Conditions On the dates of our field exploration, the groundwater table was encountered at depths ranging from approximately 2.33 to 5.25 feet below the existing ground surface (BGS). The groundwater table will fluctuate seasonally depending upon local rainfall and other site specific and/or local influences such as tidal events. Brief ponding of stormwater may occur across the site after heavy rains. No additional investigation was included in our scope of work in relation to the wet seasonal high groundwater table or any existing well fields in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary, please contact our office for additional guidance. The following table Iists the water level depth encountered at each boring location: . e . . - � . • . . . Boring Number �Nater Level Feet B.G.S. B-1 4 B-2 4.5 B-3 3.33 B-4 3.5 B-5 5.25 B-6 3.17 B-7 4 B-8 4.5 B-9 3.5 B-10 4 B-11 2.33 B-12 N/A B-13 3.67 B-14 4 B-15 3.67 B-16 3.17 B-17 3.67 B-18 5 B-19 5 / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 3.1.1 Exfiltration Testing Geotechnical Report December 23, 2099 Page 8 of 16 GFA International performed two (2) Falling-Head Open-Hole Exfiltration tests at the site. The exfiltration testing was perFormed in accordance with the SFWMD Constant-Head Open-Hole Test Method. The results are presented below. The location of the exfiltration tests completed is illustrated in "Appendix B: Test Location Plan". 3.2 Building and Canopy Foundation Recommendations 3.2.1 General A foundation system for any structure must be designed to resist bearing capacity failures, have settlements that are tolerable, and resist the environmental forces that the foundation may be subjected to over the life of the structure. The soil bearing capacity is the soil's ability to support loads without plunging into the soil profife. Bearing capacity failures are analogous to shear failures in structural design and are usually sudden and catastrophic. The amount of settlement that a structure may tolerate is dependent on several factors including: uniformity of settlement, time rate of settlement, structural dimensions and properties of the materials. Generally, total or uniform settlement does not damage a structure but may affect drainage and utility connections. These can generally tolerate movements of several inches for building construction. In contrast, differential settlement affects a structure's frame and is limited by the structural flexibility. The subsurface soil conditions at the project site are generally favorable for the support of the proposed residence on shallow foundations. A maximum allowable bearing pressure of 2,500 psf may be used for foundation design. Expected settlement of the structure is less than 1 inch total and less than'/z inch differential. / RaceTrac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 9 of 16 We note that the applicability of geotechnical recommendations is very dependent upon project characteristics, specifically (1) improvement locations, (2) grade alterations, (3) and actual app�ied structural loads. For that reason, GFA must be provided with and review the preliminary and final site and grading plans, and structural design loads to validate all recommendations provided in this report. Without performing this review, our recommendations should not be relied upon for final design or construction of any site improvements. 3.2.2 Site Preparation GFA recommends the following compaction requirements for this project: ➢ Proof Roll ......... � Building Pad Fill ➢ Footings ........... .. 95% of a Modified Proctor .. 95% of a Modified Proctor .. 95% of a Modified Proctor The compaction percentages presented above are based upon the maximum dry density as determined by a"modified proctor" test (ASTM D-1557). All density tests should be performed to a depth of 12" below the tested surface unless noted otherwise. All density tests should be performed using the nuclear method (ASTM D-6938), the sand cone method (ASTM D-1556). Our recommendations for preparation of the site for use of shallow foundation systems are presented below. This approach to improving and maintaining the site soils has been found to be successful on projects with similar soil conditions. Initial site preparation should consist of performing stripping and clearing operations. This should be done within, and to a distance of five (5) feet beyond, the perimeter of the proposed building footprint (including exterior isolated columns). 2. Following site stripping and prior the placement of any fill, areas of surficial sand (not exposed limestone) should be compacted ("proof rolled") and tested. We recommend using a steel drum vibratory roller with sufficient static weight and vibratory impact energy to achieve the required compaction. Density tests should be performed on the proof rolled surFace at a frequency of not less than one test per 2,500 square feet, or a minimum of four (4) tests, whichever is greater. Areas of exposed intact limestone shall be visually confirmed by the project geotechnical engineer prior to fill placement, in lieu of proof rolling. 3. Fill material may then be placed in the building pad as required. GFA estimates up to four feet of fill will be required at the site to raise the existing ground surface elevation to the final site elevation. The fill material should be inorganic (classified as SP, SW, GP, GW, SP-SM, SW-SM, GW-GM, GP-GM) containing not more than 5 percent (by weight) organic materials. Fill materials with silt-size soil fines in excess of 12% should not be used. Fill should be placed in lifts with a maximum lift thickness not exceeding 12-inches. Each lift should be compacted and tested prior to the placement of the next lift. Density tests should be performed within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or a minimum of four (4) tests per lift, whichever is greater. 4. For any footings bearing on a limestone formation, the bottom of all footing excavation shall be examined by the engineer / geologist or his representative to determine the condition of the limestone. The limestone shall be probed for voids and loose pockets of sand. Such areas shall be cleaned to depth of 3 times the greatest horizontal dimension and backfilled with lean concrete. / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 10 of 16 5. For footings placed on structural fill or compacted native granular soils, the bottom of all footings shall be tested for compaction and examined by the engineer / geologist or his representative to determine if the soil is free of organic and/or deleterious material. Density tests should be performed at a frequency of not less than one (1) density test per each isolated column footing and one (1) test per each fifty (50) lineal feet of wall footings. 6. The contractor should take into account the final contours and grades as established by the plan when executing his backfilling and compaction operations. Using vibratory compaction equipment at this site may disturb adjacent structures. We recommend that you monitor nearby structures before and during proof-compaction operations. A representative of GFA International can monitor the vibration disturbance of adjacent structures. A proposal for vibration monitoring during compaction operations can be supplied upon request. 3.2.3 Excavation Conditions A hard limestone layer was encountered at boring location B-3 and B-4 at the subject site at a depth of approximately 9 to 11.5 feet BGS. Based on our experience in the area, it is possible that intermittent layers of rock could be encountered within other areas across the site. If deep excavations are required, we recommend you conduct test excavations to develop your excavation plan. If blasting is required and/or approved we recommend vibration monitoring be performed and pre-condition surveys of neighboring structures be conducted prior to blasting. In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that all excavations, whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the OSHA guidelines. Based on the anticipated final grades, control of the groundwater will be necessary during the installation of deep underground utilities (e.g. stormwater pipes). Some control may be necessary depending on recent rainfall for foundation construction. 3.2.4 Design of Footings Footings may be designed using an allowable soil bearing pressure of 2,500 psf. Shallow foundations should be embedded a minimum of 18 inches below final grade. This embedment shall be measured from the lowest adjacent grade. Isolated column footings should be at least 24 inches in width and continuous strip footings should have a width of at least 18 inches regardless of contact pressure. Once site preparation has been perFormed in accordance with the recommendations described in this report, the soil should readily support the proposed structure resting on a shallow foundation system. Settlements have been projected to be less than 1-inch total and '/z-inch differential. All footings and columns should be structurally separated from the floor slab, as they will be loaded differently and at different times, unless a monolithic mat foundation is designed. / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6699 & 19-6691.01 3.2.5 Ground Floor Slabs Geotechnical Report December 23, 2019 Page 11 of 16 The ground floor slabs may be supported directly on the existing grade or on granular fill fotlowing the foundation site preparation and fill placement procedures outlined in this report. For purposes of design, a coefficient of subgrade modulus 150 pounds per cubic inch may be used. The ground floor slab should be structurally separated from all walls and columns to allow for differential vertical movement. Excessive moisture vapor transmission through floor slabs-on-grade can result in damage to floor coverings as well as other deleterious effects. An appropriate moisture vapor retarder should be placed beneath the floor slab to reduce moisture vapor from entering the building through the slab. The retarder should be installed in general accordance with applicable ASTM procedures including sealing around pipe penetrations and at the edges of foundations. 3.2.6 Lateral Earth Pressure GFA recommends that cantilever retaining walls for truck docks be designed to resist the "active" earth pressure. Where the top of the retaining wall and the junctions between the two retaining walls is restrained against movement, we recommend that "at resY' earth pressure should be used for design. The recommended soil parameters for the design of the retaining walls are presented in the table below. Additional wall loading from forklifts and deliveries stockpiled near the wall should be accounted for in the design. The following geotechnical parameters were obtained by using empirically established relationships between the SPT "N" values with various soil/rock properties. The geotechnical soil parameters are presented below: .. • - •-• -• �- . • •- DESIGN PARAMETER �� Soil Friction Angle (�) (deg) 30 25 At-rest Earth Pressure Coefficient Ko 0.50 0.40 Active Earth Pressure Coefficient Ka 0.33 0.58 Passive Earth Pressure Coefficient KP 3.00 2.46 Hydrostatic Pressure for Design yW 62.4 62.4 Coefficient of Wall Friction Befinreen Concrete 0.35 0.35 and In-situ Soils Modulus of Subgrade Reaction K„ 150 pci 150 pci Dry Unit Weight of Soil yd 105 pcf 90 pcf Wet Unit Weight of Soil yWec 110 pcf 100 pcf Effective Unit Weight of Soil yeff 48 pcf 38 pcf / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 12 of 16 The earth coefficients presented above assume the retaining walls would be backfilled with clean granular soils. Where the potential exists for buildup of hydrostatic pressure due to the water fable, hydrostatic pressure should be assumed and added to the earth pressure for design, unless drainage is provided behind the retaining wall. 3.2.7 Seismic Zone All seismic provisions have been removed from the Florida Building Code as Florida is not seismically active. 3.2.8 Frost Protection All frost protection provisions have been removed from the Florida Building Code as Florida has a temperate climate. 4.0 UNDERGROUND STORAGE TANK CONSIDERATIONS A hard limestone layer was encountered at boring location B-3 and B-4 at the subject site in the area of the proposed underground storage tanks. Also, based on our experience in the area, it is possible that intermittent layers of rock could be encountered within the site. We understand the storage tanks will require excavations of up to 20 feet below finished grade. We recommend you conduct test excavations to develop your excavation plan. If blasting is required and/or approved, we recommend vibration monitoring be performed and pre-condition surveys of neighboring structures be conducted prior to blasting. Based on the encountered water table depth at the time of our exploration and the published Soil Survey of Okeechobee County, GFA recommends using a seasonal high water table of approximately 6-inches below existing grade for design of the underground storage tanks. Due to the depths associated with the proposed construction, dewatering will be required to complete the work in the dry. The high groundwater tables in the vicinity of excavations shall be reduced to prevent water inflow into excavations. Excavations shall be kept dry during subgrade preparation and continually thereafter until installation of the wet well structures. The dewatering will be required to maintain groundwater elevation at least 24 inches below the bottom of the wet well at all times to prevent bottom disturbance or failure. ! The soil parameters listed in the table below are for design purposes of the UST: RaceTrac #1443 Geotechnica/ Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6699 & 19-6691.01 Page 13 of 16 We recommend the tank excavation backfill be completed in general accordance with "Section 3.2.2: Site Preparation" of this report. Based on our borings in this area of the site, most of the upper sandy soil (SP) would be suitable for reuse in backfilling the tank excavation. Proper aeration and drying of the soils below the water table will likely be required to maintain a moisture content level suitable to achieve the desired level of compaction of sands during backfill operations. 5.0 PARKING AND ROADWAY CONSTRUCTION RECOMMENDATIONS 5.1 General Components Based on the RaceTrac Specifications and Report Requirements, the minimum design parameters for rigid pavement require parking and entrance areas to consist of 6-inches of concrete, air entrained with fiber mesh. Wooden expansion joints to be used with smooth dowels placed 18"o.c. in parking and roadway areas. Rigid Pavement in storage tank areas requires 8-inches of concrete, air entrained with fiber mesh. Steel reinforcement #5 rebar at 18"o.c. each way. 5.2 Rigid Pavement Design It is anticipated that this project may utilize Portland Cement Concrete pavement. Concrete pavement is a rigid pavement which has lower load transfer to the subgrade soils than flexible (asphalt) pavement. Rigid pavement may be constructed of Portland cement concrete air entrained with fiber mesh providing a minimum 28-day compressive strength of 3,500 psi. Portland cement should be Type I. In addition to the recommendations provided below, refer to the "Guide to Jointing of Non-Reinforced Concrete Pavements," published by the Florida Concrete and Products Association, Inc., and "Building Quality Concrete Parking Areas," published by the Portland Cement Association. 5.3 Slab Thickness Concrete pavement thickness should be uniform throughout, with the exception of thickened slab areas (curbs, and adjacent to construction and expansion joint). Our recommendations on slab thickness for standard duty concrete pavements are based on (1) the specified subgrade compaction, (2) modulus of subgrade reaction (k) equal to 75 pounds per cubic inch, (3) 20-year design life, and (4) equivalent single axle loads (E18SAL) as specified below. The following table summarizes our recommendations for pavement thicknesses: / " Light Duty: Automobiles, light (pickup) trucks and limited heavy truck traffic, E18 SAL up to 18,000. "" Heavy Duty: Heavy truck traffic areas, E18SAL up to 335,000. RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6699 & 19-6691.01 5.4 Pavement Joints Geotechnical Report December 23, 2019 Page 14 of 16 Control Joints, for crack control of the pavement, should be spaced closely, at about 8 to 14 feet apart, and should provide a uniform square or a compact rectangular pattern. The joint pattern, including placement of utility access facilities (manholes, junction boxes, fill ports, etc.) should be submitted for review and approval prior to construction. Depth of the joints should be at least '/4 of the concrete slab thickness. Joints should be sawed as soon a the concrete can withstand traffic, while not so soon as to cause raveling of the concrete surface and aggregate during sawing. Construction joints and expansion joints are the pavement features most susceptible to damage and for that reason, their use should be minimized. Placement of construction joints should be approved prior to commencement of concrete placement. Construction joint placement should be planned to occur at narrow sections of pavements, such as driveways. In the event expansion joints are provided, they should be thoroughly cleaned of debris, upon completion, and then properly sealed with an appropriate preformed or self-leveling petroleum resistant sealer. 5.5 Compacted Subgrade — Rigid Pavement Concrete pavement is a rigid pavement that transfers much lighter wheel loads to the subgrade than a flexible pavement. Due to the lighter loads being transferred, concrete pavements may be constructed atop the compacted fill or existing subgrade without additional stabilization. We recommend that subgrade materials be compacted in place according to the requirements in "Section 5.10: Pavement Site Preparation" of this report. Pavement should be constructed only over stable, smooth & free draining subgrades. Rutting of subgrades from concrete trucks and other traffic should be repaired prior to placement of concrete. Subgrade soils should be compacted to a minimum density of 98 percent of the Modified Proctor maximum dry density according to ASTM D-1557 to a depth of 2 feet below the bottom of the slab. The subgrade should be thoroughly wetted immediately prior to concrete placement, to minimize absorption of moisture from the concrete during curing. 5.6 Placement and Curing Placement and curing of concrete pavement should be conforming with all applicable American Concrete Institute (ACI) standards and in particular to recommended procedures for hot weather concrete work. Cure the concrete pavement either with moist curing (burlap or plastic sheeting) or with a liquid curing compound. A fugitive dye should be considered for the curing compound as a means of verification that the curing compound is applied properly and remains in place for sufficient period of time. 5.7 Concrete Pavement The minimum rigid pavement thickness recommended in this report is based upon concrete with a minimum compressive strength of 3,500 psi. Fill that may be required to raise grades in slab areas should be compacted to at least 98 percent of the Modified Proctor maximum dry density (ASTM D-1557). / RaceTrac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 15 of 16 The pavement slabs should be reinforced to make them as rigid as possible. Proper joints should be provided at the junctions of slabs and foundation systems so that a small amount of independent movement can occur without causing structural damage. Construction and control joints should be installed in accordance with ACI and Industry practices. Actual pavement section thickness should be provided by the Design Civil Engineer based on traffic loads, volume, and the owner's design life requirements. The above section represents the minimum thickness representative of typical local construction procedures and, as such, periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to the FDOT, American Concrete Institute (ACI), or appropriate city/county requirements. 5.8 Effects of Water Many roadways and parking areas have prematurely deteriorated due to intrusion of the wet seasonal high groundwater table or surface runoff mitigation. GFA recommends the roadways and parking areas be constructed with a minimum separation of 1'/� feet between the wet seasonal high groundwater table and the base course, independent of the type of base material used. In addition, the parking areas should be constructed with full- depth curb sections. The use of extruded curb sections, which lie directly on top of the final surface course or the eliminating of curbing entirely, may allow surface runoff and/or irrigation water to migrate between the base and surFace course. This migration can result in separation of the surface course from the base course causing a rippling effect, which may result in an increased deterioration of the pavement. In addition, based on the near surface soils encountered, perched water tables mav occur durinq periods of heavv rain. The site civil enqineer should take this into consideration in the site desiqn process. 5.9 Construction Traffic Incomplete pavement sections or areas of pavement designed for light duty traffic will not perform satisfactory under construction traffic loadings. GFA recommends all construction traffic (i.e. construction equipment, etc.) be re-routed away from these areas or the pavement sections be designed to support these loading conditions. 5.10 Pavement Site Preparation Upon review of the site soil data, GFA's recommendations of site preparation for pavements are noted below. This approach to improving and maintaining the site soils has been found to be successful with similar soil conditions. 1. Initial site preparation should consist of performing dewatering operations if necessary prior to any earthwork. 2. The proposed construction limits should be cleared, stripped and grubbed of all construction debris, trees, and vegetation and associated root systems to a depth of their vertical reach. This should be done within and to a distance of 5 feet beyond the road perimeter. / RaceTrac #1443 Okeechobee, Lee County, Florida GFA Project No. 19-6691 & 19-6691.01 Geotechnical Report December 23, 2019 Page 16 of 16 3. Prior to any fill operations, the existing ground surface should be compacted. GFA recommends a medium weight roller be used to prepare the site for the proposed pavement section. Upon completion of the proof-rolling, density tests should be performed at a frequency of one test per 5,000 square feet, or at a minimum of two test locations, whichever is greater, to confirm a minimum compaction compliance of 98 percent of Modified Proctor maximum density (AASHTO T-180). 4. Place fill material, as required. The fill material should be inorganic (classified as SP/GV� containing not more than 5 percent (by weight) organic materials. Fill materials with silt- size soil fines in excess of 5% should not be used, this includes cyclone sand material. Place fill in maximum 12-inch lifts and compact each lift to a minimum density of 98 percent of the Modified Proctor maximum dry density (AASHTO T-180) with a roller as mentioned previously. 5. PerForm compliance tests within the fill at a frequency of not less than one test per 5,000 square feet per lift in the pavement areas, or at a minimum of two test locations, whichever is greater. 6. The appropriate pavement section should be constructed in accordance to specifications presented earlier in this report. 7. The contractor shall take into account the final contours and grades as established by the paving and drainage plan when executing any backfilling and / or compaction operations. Using vibratory compaction equipment at this site may disturb adjacent structures. GFA recommends that you monitor nearby structures before and during proof-compaction operations. If disturbance is noted, halt vibratory compaction operations and inform GFA immediately. GFA will review the compaction procedures and evaluate if the compactive effort resulted in a satisfactory subgrade, complying with design specifications 6.0 REPORT LIMITATIONS This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the proposed RaceTrac #1443 located SR 70 and SE 10tn Avenue in Okeechobee, Okeechobee County, Florida. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature and extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may be necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design, or locations of the proposed structure, the evaluation and opinions contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by GFA International. GFA is not responsible for damage caused by soil improvement and/or construction activity vibrations related to this project. GFA is also not responsible for damage concerning drainage or moisture related issues for the proposed or nearby structures. / RaceTrac #1443 Geotechnical Report Okeechobee, Lee County, Florida December 23, 2019 GFA Project No. 19-6691 & 19-6691.01 Page 17 of 16 GFA should be provided the opportunity to review the final foundation specifications and review foundation design drawings, in order to determine whether GFA's recommendations have been properly interpreted, communicated and implemented. If GFA is not afforded the opportunity to participate in construction related aspects of foundation installation as recommended in this report or any report addendum, GFA will accept no responsibility for the interpretation of our recommendations made in this report or on a report addendum for foundation perFormance. 7.0 BASIS FOR RECOMMENDATIONS The analysis and recommendations submitted in this report are based on the data obtained from the tests perFormed at the locations indicated on the attached figure in Appendix B. This report does not reflect any variations, which may occur between borings. While the borings are representative of the subsurface conditions at their respective locations and for their vertical reaches, local variations characteristic of the subsurFace soils of the region are anticipated and may be encountered. The delineation between soil types shown on the soil logs is approximate and the description represents our interpretation of the subsurface conditions at the designated boring locations on the particular date drilled. Any third-party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International. The methodology (ASTM D-1586) used in performing our borings and for determining penetration resistance is specific to the sampling tools utilized and does not reflect the ease or difficulty to advance other tools or materials. / 5 VICINITY MAP RaceTrac 1443 SR 70 and SE 10th Ave. Okeechobee, Okeechobee County, Florida GFA International Project No.: 19-6691 N � � S .:� �: � � {+.iP ' IIS{�, .. SITE LOCATION t::F::r.. _:r. _�rr�1 -a .� r, . ;s::�.�r;: �s[ �7:i�i _;�_ E�5S1f1K Qf ,aRl�"�'ir.� �i'7i3f1Clrl� 4��f)te�'• _ ���� � I � . . . � �� � , � ; :t . . ,. - - '� '- - :., i � . .. �' _ _ ���I_ :.. . I �-�f: _ . ': . x.: .:.._:� ;r ;, ,. r.0 ,.',L�:c:lr. . � � L_� 1(:�a.�l� .. .•i �)i;_;j; ;r .., s- - ;,'- "•t ,:: t �.' :�i. t7sP� '., ._ _.� � it�� ,.. - '�� 1 :., .: i : � F.�ie _<„,:; ��� ;� __: - �.. _P �'',.i�Ir•'._ i', � - �+ `/a,��EX �6CU61f0 C�i�,•']I... i: T iViCJtb" F%CafTT,,..,.;� ' T - ai. �t��� �.. �� ��`i - �fi .. . l;tY', _. �.. ��r. - ..: , �r -. �. ,:�r. _ 0 0 - _�:,��:,,�:,..,. .f ,�k.,,�.;��.. /1 ':I'�inj ���`\ \� \/ Site Location � Okeechobee,FL � ��;,,�,� � r TEST LOCATION PLAN RaceTrac 1443 SR 70 and SE 10th Ave.. Okeechobee, Okeechobee County Florida GFA International Project No.: 19-6691 �� y�� � � ,�y. y �'� �' ,._ � ,.. //I�( �� . T c {�F�'�t�- �4.���•. p�'"IJLf :f ���r.�. � ,' . . R� R�� � ��.`7I ., • ��r�.. u 6 V,' C ��., �� ����,1=�n�:�� ��s ` . -., ��<� � k.� ��� �Cr'. I y � f .� . �i �:- �, �� � � � ` � � [o�-� '� ,��. . . .a����• GE�T� j2� � � , ,� _ � �O 9`s�S71NG •\N�'�0 �°s-�+-� `, r � " '` � �1� Lr *51fl � , .1 f}� - �. �� � (� ...' �.. � � ��� e "� r#� �" �� F4� Y �� � ���—� � e � �`'� � � ,. � � Mi , . f ,�. . . p .'+,' �. . 4� V, R � �� ''�: �� • �, , • . . , A '� , .. � . 4 - ^' t ,'�! .. � , . � �, t . � y�''H+�}d ��s� q�.1'-. � �' .w k� "' ;r � �d , �'�# ,� � � " ' � � �r ,* _ � �ry �� �� X - -"'w'�° y p�, i" � .o.." � ° `,� •_ .� „�� �: � � � ��w i2 �, �� � . r � �`�'k' , � #. � : ��� �,� � :,�_ �� . ,r . ^r�, �.�; � *� � • * � � �. �: �', ,, � �. ;�' �:',;. w, _ • _ � . • .'��,Y'''�;:y +'*" . . '� ` m• �,• y � y�,'. : ,d ' a_ � r-� X. � * ��. . . � �.� �'° �+ � « j9�'. � 4 ( M I � x�.-'� � �7 ;, ',:� �, � y �,'. ^y�`V�r Y . , ,.. _ .. .� O 4 �M �g r 4 i �� � A 9.r. ',"'t " ti . o �ur'� : x,i��� � ./ , . .. . :�4. ,.� t.-: ± ��' „ � ? � r _ --•,..�w---^�-^"r�---_. _,,..._.... C3J �ya�..y:,�����t :��"iw� y�. � � / �_.�. ._.__� _ . 1 1 � Yr^�• �'. „T���-�—� . i . �..i-�..,�� f � �.�. - � W+M9MY..,...:'4}�T:? �^ �"�l'w .... .. . .._�.. ... �'... . �. � . ( c'1� �j t,-�- " " ;��`�t�'�""�p ��t►i ' � ' _ � t ..��' . ' ; { �i �, ^� ` � y, � I �,,� � �� � . ' � �,1� . . . R �,..iYtl��.'.r�: . ���, � � -�� .-. .,: o .�o ' ( � � - - . t_��'� .''�, �`}�. p� `���" •� �..; I�F �� � O ..A� •�� • , rt . �'� �� � + �� -�.»-�-..i� � `,.,,� � ' . .� , � ��� � � � .'� ' � L! o -� � _ QI 0 0 .•• • 7 . � O. , - ... , . ..i:�.. ..- � . rrr J►i=�i?e ^ p � �-'.8�' � , ,,; .,. �- � ., �,,: �� � t� �� M '•-� ' �� �� �fl , �j � y � �'r3 �, +r � � � � � ra�r..' ` �r. �� ��� � �� �.-: + � �� _ _�_ ' _ 1L '�a..._.�__ ' � , --- _ —._. =.,F_—.-.�.�--T-- � � �'� �� `' ; � � : . ♦ � � �A • _ -r'� _ _ , � � h i � ` "�Y' "`"+ ,�� `MI.�: � _ —"� � � ; �� *Scale and boring locations are an approximation and may not be accurate. Images are property of Google. 0 0 NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfiiled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to the limitations, conclusions and recommendations presented in the Report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 inches. SPT uses a 140-pound hammer falling 30 inches. 7. The N-value from the SPT is the sum of the hammer blows required to driue the sampler the second and third 6- inch increments. 8. The soil/rock strata interfaces shown on the Records of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested; soil/rock conditions may vary between test locations. 9. Relative densit for sands/ ravels and consistenc for silts/cla s are described as follows: SPT CPT SANDS/GRAVELS SPT CPT SILTS/CLAYS RI nWS/FnnT KG/CMZ RELATIVE DENSITY BLOWS/FOOT KG/CMz � CONSISTENCY I 0-4 0-16 Ve loose 5-10 17-40 Loose 11-30 41-120 Medium Dei 31-50 over120 Dense over 50 Very Dense 10. Grain size descri Boulder Cobbles Coarse Gravel Fine Gravel Medium Sand Fine Sand Fines s are as follows: SIZE LIMITS 12 Inches or more 3 to 12 Inches 3/4 to 3 Inches No. 4 sieve to 3/4 inch No. 10 to No. 4 sieve No. 40 to No. 10 sieve No. 200 to No. 40 sieve Smaller than No. 200 sieve 11. Definitions PROPORTION Up to 10% 10 to 30% 30 to 50% 0-1 2-4 9-15 16-30 31-50 11. Definition of PROPORTION Up to 10% 10 to 30% 0-3 Ver soft 4-9 Soft 10-17 Firm 18-31 Stiff 32-60 Ve stiff over 60 Hard escri tive Terms of Fines: ADJECTIVE with a trace with some ;tives used in soil/rock descri tions: ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE with a trace Less than 1/32" Fine roots with some 1/32" to'/4" Small roots with '/4" to 1" Medium roots Greater than 1" Larqe roots 0 5 A 5 �� 15 � 1 BUILDING AREA B-1 B-2 N N O;: ,.. 6 1 Ta� or O,. 6 1 ra�e oi JRco,s � Raos i'i:i O:i:i: 5 `. 8 I:I.I � :I:I: '.. :. Q I ' I :`I ........ ....... . . . .'.-,.�.� . .... ..... . .. ..' . 'i:i: 8 . ......... I'.I',I O.I:1'. O:',.'�.�'�.�, I : I : 1 �- 11 'I'I: 14 I:I'I 1.� �'. '12 ,'.:.-�. 9 O • ,:. ': z x w 1AN� Shell 1Trace af Shell � `' �� J Fragmems , 72 J Fragmenls 11 /21 /2019 11 /21 /2019 UNDERGROUND STORAGE TANK (UST) PIT AREA B-3 B-4 O ` " O� -. � 1 r�ace or o:. _. 6 1 T,ao� or J Rools I Rools .I: I�...I I�'`I:.`I� J 4 O .i:i: 8 �2 ;i:i� 4 I.I:I � I:I:I :I:I: .I:I: 5 . . .. . :.'r:;`:.�.13 ... ..... ..... ...... . .�;i��� 10 ....... ..... O ..... .... . O �;. 8 :'�: 19 .'� 15 �' S0/5" . . .: � ..... .. � '� .._.. . . .. ....... ......._.. . . n.:.': .... . ..... ...... O o,nie,s noiea SOR Rock � � 115'-125' �.'.':' '. •..:'- �� �.` 1 .,. .. 9 ,���'. � 10 J �':.. .:; 9 nls 5 . .... . . ........... ....:. .......... .. O , Fa z 1W th a LAl le 1Weh a Lnlle a , 21 J Snell � 1 B J Shell oFray�:eas Fraqme�!s 0 11 /21 /2019 11 /21 /2019 SOIL PROFILE LEGEND SOIL LEGEND , n� c�ay co oa� k c�sy, �:�nt e���„� � e�o�:�, B-X = BORWG NUMBER �� ian orange, N= SPT TEST O + SAND (SPj SOIL TVPEOX O VAi �E •,�: Very Loase Ie Very Dense GROUND WATER� � Light Gray m oark Gay, Light Brown m �ark LEVEL — �' � � Brovm, � O .I ShghtlySlltySAND(SP-SM) INDICATES PRACTICAL I: very �oase �o Mem�m oense REFUSAL TO BORING EQUIPMENT Gray, = INDICATES GRADUAL TRANSITION O� oo�AND (5m) IN SOIL TYPeS NOTES: LIMESTONE (LS) N- STANDAR� PENeTRATION RESISTANCE TEST O Moderalely Hard (SPT) VALUE NUMBERS TO THE RIGHT OF 80RINGS INDICATE SPT VALUE FOR 12-INCHES OF PENETRATION �UNLESS OTHERWISE NOTED) WOH-BORINGINTERVALADVANCEDUNDER WEIGHT OF HAMMER. WOR - BORING INTERVAL ADVANCED UNDER WEIGHT OF ROD. LFC - LOSS OF DRILLING FLUI� CIRCl1LATION WLS - WEATHERE� LIMESTONE SOIL CLASSIFICATION CORREIATION OF N� VALUES WITH REIATIVE CORREL4TION OF N- VALl1E5 WITH OENSITV AND CONSISTENCV HARpYE55 DESCRIPTION COHESIONLESSSOi! SILTSAN�ClAVS LIMEROCK N-VALUE RELNTIVEOEI:SITY N-VALUE CONSISTENCY N-VNLUE REIATIVE0EN51TY 0-3 VERYLOOSE 0-1 VERYSOFf 0-19 VERYSOFT a-B LOOSE 2-4 50� 20-C9 SOFf 9-24 MEOIIIM�ENSE 5-6 FIflM 50-1pp MEOIUMMARO 25-40 OENSE ]-12 STIFF SOFOR3T05" MOOERATELYHARO OVER40 VERYOENSE t3-24 VERYSTIFF 50FOROT02" nAqO OVER24 HARp APPROXIMATE APPROXIMATE APPROXIMATE FlNES MO�IFIERS SHELL NO�IilERS ORGANICCONTENT NOOIFIERS CONTEM1'T COYTENT 5%T015% SLIGHTLYSILTYORSLIGHT�YCLAYEY G%T05% WITHATRACEOFSHELI 0°bTOSb WITHATRPCE i6bT025h SILTYORCLAVEY 6%T01]% SLIGHTLYSHELLY 5%T020°/, WiTHORGANICS 26°hTOF9b VERYSILTYORVERYCLAYEY 13%T030% SHELLY 20%TO]5% HIGHLVORGAN;C 31%TO50% VERYSHELLV l5%i01W% PEAT OEFINRION OF OESCRIPTNE TERMS OF MODIFIERS FOR SILTS�GlAV55HELL5.�GRPVELS A4E OESCFi9E0 AS FOLLOWS : PEftCENTAGEOFMODIFIERM.ATERIAL FIRST�t1ALIFIEF SELOND�UALIFIER 0-5 WITMATRACEOF�MOOIFlER IMTnATftACE 5� 12 SLIGHTLY � 1.!O�IFIER � Y IMTH A LITTLE iz-3o MooiFiEa.v wirHsomE =_o-so veay.�nooiciea�r ��`+o 1• CANOPY AREA # 1 B-5 B-13 � I'I:I I'I'I n O2 : I: I: 4 1T ce ot 2 : I: I: 4 1IT ce al �', I: I J Roo;s O I' I: I J Roots :I:I: :I:I: � .� �.: 6 � .'�. .; 6 ,. . � .,'..' I I:I 5 ..... . .. ... � �.� �.,.-10 . . ....... .... ............. . . O2 ����� 5 i:i: O ,..+.. r' �.: 16 . �, '13 O � 17 '. 21 .. �� ...... ......... .. . . . �:''..-:. .................................... , . . �..:�,��.�-' z x d 1AND SheO 1Nhth Same ❑ � 74 J Fragments � i i J Shell Fmgments 15 SOIL PROFILE LEGEND SOIL LEGEND Lignl Gray to Dark Gray, Light 7rown fo Brown, B-X = BORING NUMBER O!�: SAND SP e� N=SPTTEST ( � SOILTYPEQX Q �Ai�� '� VeryLooseroVeryOense GROl1ND WATER� � � Light Gray to �ark Gray, Ligh! 9rown m oark LEVEL — � � Brown. � O I SLg�tlySilrySAND�SP-SPA) INDICATES PRACTICAL I' `/ery Laose m Metlium Dense REFUSAL TO BORING EQUIPMENT Gray. = INO;CATES GRADUAL TRANSITION O� Saay�nNO (SM) IN SOIL TVPES NOTES: LIMESTONE (LS) N- STANDARD PENETRATION RESISTANCE TEST O4 Moaerateiy na.d (SPT) VALUE. NUMBERS TO THE RIGHT OF BORINGS I,��ICATE SPT VALUE FOR 12-INCHES OF PENE7RATION �UNLE55 OTHERWISE NOTEOJ. WOH - BORING INTERVAL ADVANCED 11NDER WEIGHT OF HAMMER WOR -BORING INTERVAL ADVANCED UNDER WcIGHT OF ROD LFC - LOSS OF DRILLING FLUID CIRCULATION WLS - WEATHEREJ LI?dESTONE i t /22/2019 11 /21 /2019 CANOPY AREA #2 B-6 B-12 O O ' 4 1 Trace ol ; 5 � Trace of J Rools Roois ; ;��, o � O :I:I: 5 •�. fi I.I.I I:I: . 5 'r... .18 ...... ... . . ........ ............. �....:. s O'.�. I�.�I.I ;. 8 O .I'.I: � I:I:I I:I' .��. 3 ' ,-' ,. 18 : :. .i�::': �: . �� .. .. O '�`^:�� Z � ANO She:l � 1Trace o/5�,e:'�. 1Fragmenls, 8 ❑ �' �8 JFrzgmenls �•� 23 Iy�FrhT2ceo1 15 `': "'. � w�s SOIL CLASSIFICATION CORRELATION OF N- VALUES WiTH REIATNE CORe�ELATIOA' OF N- VPLUES W ITH OENSITV AND CONSISTENGY HARONESS DESCRIPTION CO4ESIONLE5550':L SILTSANDClAVS LIMEROCK N-VALUE RELATIVEOENSITY N-VALUE CONSISTENCY N-VALUE RELAiIVE0EN51iY 0-3 VERYLOOSE 0-1 VERVSOF( 0-i9 VERYSOFf -8 LOOSE 2-6 SOFT 2p-E9 SOFT 9-2� MEOIl1M�EN5E 5-6 FIRM SD-tW MEpIl1MnAR0 25-GO DENSE ]-12 STIFF SpFOR3T05" NO�ERATELYHARO OVER40 VERYOENSE 13-20 VERVSTIFF SOFOROTO�" MARD OVER2< nAR❑ APPRO%IMNTE APPROXIh1ATE APPROXIMATE FINES MODIFIERS SHELL MOOIF!EFS ORGANIGCONTENT MOOIFIERS COYTEYT CC:.'TENT 5`%T015h S�IGHTLYSILTVORSLIGHRVCIqYEY C%TOS'n WiTMATFACEOFSNE�L 0%i05% WITHATftACE 16%T025% SILTYORCLAYEY 6°AT012h SLIGHTLYSHEILY 5hT0]Ob WITHORGANICS 26%T049b VERVSILTVORViRVCLAYEY 13°GT030% SMELLY 20°bT015% MIGMLYORGANIC 31%TOSOb VERYSHELLV �SbT0100b P�AT DEFINITION OF DESCRIPTIVE TERMS OF MO�iFIERS FOR SI�TS�CLAYS/SHELISIGRAVELS ARE OESCRI9E� PS FOlLCNS : PERCENTAGEOFMOOIFIERMATERIAL FIRST�UALIFIER SECONoOUPLIFIER 0-5 W'�TNATRACEOF.NOOIFIER WiTHATFACE 5-11 SLIGHTLV � MOOIFIER � Y IMTH q LIiTLE 1Z�30 MOOIFIER�Y NATHSOME 30-50 VERY � `.iC01FIER � V !Y� 11 /22/2019 11 /22/2019 � STORMWATER MANAGEMENT AREA B-7 O " O ,'.,' �.�;� 6 10 +i '• �J �II!I l� O .I.I. I:I:I i:i: w I'.I.I 15 z I:I: ° Q ; 10 p ;:.;' �� 11 /25/2019 DRIVEWAY AREAS � 5 z I 10 0 B—V N O ' S a�ear Raots 1:1'I: I.I:I 4 I:I'I: 2 :I:I:I � I'I:I: I'.I:I � i i i. I:I:I ' 11 Os.':'• ".:; - 8 ���2��2��9 B-9 N O .: 8 � Trace of Roa1s I.I'.I O .I'I: 8 ,� I:I'I I:I' � 9 ,' 13 .;`:-'�:, 13 � ��22�2�� 9 Q 5 z x 0 10 B-10 �' O�' _ � 1 TaCe ol J Roo.s �?' �0 � I �� ' `. t6 '. 20 11/22/2019 PAVEMENT AREAS B-11 M1' O :� ; :'���.. 4 � I.I'I OI I 6 I.I.I '' I'.: ":'.. �6 � .'..; �� `_ 6 11 /25l2019 SOIL PROFILE LEGEND 8-X = BORING NUMBER SOIL TYPE X N= SPT TEST � � VALUE GROUND WATER� � LEVEL — �' � INOICATES PR4CTICAL y REFUSAL TO BORING EQUIPMENT = INDICATES GRAOUAL TRANSITION IN SOIL TYPES NOTES: N -STANDARD PENETRATION RESISTANCE TEST (SPT) VAWE NUMBERS TO THE RIGHT OF 00RINGS INDICATE SPT VALLJE FOR 12-INCHES OF PENETRATION (UNLESS OTHERWISE NOTED) WOH-90RINGINTERVALADVANCED UNDER WEIGHT OF HAMMER WOR - BOR ING INTERVAL ADVANCED UNDER WEIGHT OF RO� LFC- LOSS OF DRILLING FLUID CIRCULATION WLS - WEATHERED LIMESTONE SOIL CLASSIFICATION CORPELATION OF N- VAlUES WITH REtATIVE DENSITV PNO COYSISTENCY COHESiO�LESS 50'.L N-VALl1E ftEIATIVE0EN51TY 0-3 VERYLOOSE 8 LOOSE 9 � 20 MEOIUM OENSE 25-<0 OENSE OVER40 VERV�ENSE SOIL LEGEND � light Gray lo Dark Gray, Light Brown m Brown, Tan, O2nge, O SAN�(SP) Very Loose to Very Oense Light Gray to Dark Gray, Light Brawn t� Oark OI . 6rown. :1 Sl��ghGySiltySAND(SP-SM) �' Very Loose to Metlium Oense Gray, - Si!tySAN�(SM) O Laose LIMESTONE (L5) O Motlerately Hartl COftRELATION OF N- VALllES WITH HARpNE55 �ESCRIPTION SILTSANOCLAYS �IM1!EFOCK N- VALUE CONSISTENCY N- VALVE ftELATIVE 0EN5iTV C-t VERv50FT 0-19 VERVSOFf 2-< SOFf 20-d9 SOFf 5-6 FIRM 50-100 MEOIUMMA0.0 ]-12 STIFF SOFORJT05" MOOERATELVHAflD 13-24 VERVSTIFF SOFOROT02" MARO OVER2a HqRO APPftOXiMATE APPROXIMATE APPRO%IMATE FINES MO�iFIERS SnELL MODIFiERS ORGANICCONTEM MO�IFIERS GONTENT CONTENT 5%T015% SLIGHTLYSILTYORSLIGHTLVCLAYEY OATOSb WITHATRAGEOFSHEIL OkT05% WITMATRqCE �6°bT025% SiLTVORCLAYEV 6%TOt2k SLIGHTLYSHELLY SXT020% WITMORGANICS 26%TOE9% VERYSILTYORVERYCLAYEV 13%T030`A SNE�LY 20%TO]5% niGMLVOPGAN�.0 31%i050°d VERYSHELIV 15kT0100% PEAT �EFINITIO+I OF �ESCRIPTIVE TERMS OF MO�IFIERS FOR SILTS!CLAVSISHELLS/GRAVELS ARE DESCRI9ED FS FOLLOWS : PERLENTAGEOFM.O�IFIERMATERIAL FIRSTOl1ALIFlER SECONO�UALiFIER 0-5 WITHATRACEOF�MOOIFIER IMTNATpACE 5- 12 SIIGHTLY � MO�IFIER � Y WITN A LIiTLE 12-30 NODiFiEF•Y NAINSO.Y�E 30-50 V'cRY+M001FIER�V AND . r ADDITIONAL BORINGS NORTH ALIGNMENT �2 5E 70{ ,s� B-14 1T ce 0...• � 6 JRots�� O OI:I:I Z I:I: 8 i:ri .... � 'I:I: � ........... . ..... ,...,.��.... ... . ... O ; ` �2 1Q . :�.:.; '15 .. z � z I a 1 � � ,���� 69 J T�a�e orwLs B-15 B-16 N N I:I:1 T ce :I:I: .I'.I: 5 Roats�, O I.I'.I 4 I:I:1 :1'I' 1'1: I.I I i i: I'I:I I.I: I I'I I.I: I:I'I I'.I.I i.i. I:I'.I i:i: i:i:i I:I: 1:1:1 1'I: I'I'I i:i. I:I:I I:I: �:�:� I.I.I � I.I' � = i i:i 3 I 1: 1 I,1 I.I 10 ......... .... .. . .. .... i.i:i '13 I:I: I'.I.I I:I: 18 i i:i 15 I:I: 11 � "' �� � 25 � _,.::.�'.,: nN� sne,i : zo 1 F,a9me��s a JTmce of VJ�S 11 /25l2019 11 /25/2019 11 /25/2019 ADDITIONAL BORINGS SOUTH ALIGNMENT � � B-17 B-18 B-19 O N N N O; �. 8 Trace ol � 3 Tace ol ' 6 Raots Rools I�:�I ,I� O '�' O �. I: I: 8 '. �, 7 � 10 I:I:I � I:I: O I I � . .. , `. '. .. 5 ...................... �!i!i .g....... ............jZ. :....:..g.........................-,�� ..�:::: tt I.I. I'I'I I'I'I 'I:�I: :I:I: :I:I' I'I'I I'I'I 6 Z I:I'.I 6 'I'.I: 1� .I.I. .I.I. O I:I:I I:I.I .I.I. :I:I: I:I:I i'.i:i 1 � �1 :i�i: 9 .I.I. , .............................. I'.1.1 ...................... . . 0 I.I.I . ..... .. .......... � I.I' I:I:I I , I O .,. I:I:I :I:I: '�.I: F I:I'.I I:I'.I � ���� 1 a�eof5he�.l ����� � i.i.i �� JF�a9me��s O ������ ,:��,4 F .I.I. :1.1. SOIL PROFILE LEGEND SOIL LEGEND �;yn: cay :o car c�ay. ���yn; a,o�•�� m erow�. B-X = BORING NUMBER Tan, orange. N= SPT TEST O . SAND (SP) SOIL TYPEOX VALLIE �� Very Loose �a Very Dense O GROUND WATER� � Light Gray to �ark Gray, L�ght Brown N Oark LEVEL — " � � e�ow^• O .I Sl:ghtlySillySAND(SRSM) y INDICATES PRACTICAL I' very Laose m Medlum oense REFUSAL TO BORING EQUIPMENT Gray, = INDICATES GRADUA� TRANSITION O� SoI�ry�ANO (SM) IN SOIL TYPES NOTES: LIMESTONE (LS) N- STANDARD PENETRATION RESISTANCE TEST O4 Modeately Hard (SPT) VALUE NUMBERS TO THE RIGHT OF BORINGS INDICATE SPT VALUE FOR 12-INCHES CF PE�ETRATION (UNLE55 OTHERWISE NOTED) WOH-BORINGIN7ERVALADVANCEDUNDER WEIGH7 OF HAMMER. WOR - BORING IMERVAL ADVAIvCEO UN�ER WEIGHT OF RO�. LFC - LOSS OF �RILLING FLUIO CIRCULATION WLS - WEATHERED LIMESTONE SOIL CLASSIFICATION CORRELATION OF N- VALUES WITM REIATWE CORRELNTIDN OF N-VFLUES WITM ❑ENSITV qND CONSISTENCV HARDNE55 OESCRIFTION COHE510,�'LESSSOIL SIlTSAN�ClAYS LiMEROCK N�VNLUE REIATiVEOENSRY N-VFLUE CONSISTENCV N-VALIIE ftELATIVEOENSITV 0-3 VERVLOOSE D-1 VERYSOFf 0-19 VERYSOFf 4-8 �COSE 2-C SOFT 20-C9 SOtT 9-20 MEOIl1M0EN5E 5-6 fIRM 50�100 MEOIUMHARO 25�90 pENSE ]-12 STIFF SOFOR3T05" MOOERATELYHAR� OVER40 VERVOENSE t3-20 VEflYSTIFF SOFOROT02" NPRO OV[R2< HAFD APPROXIMATE FPGROXIMATE APPROXIMATE FINES MO�IFIERS SHEII MO�IFIERS ORGANICCONTENi MOOIilERS CCNTENT CONTENT 5%TOISY� SLiGMTLY5ILTYORSLIGNTLVCLAYEY C%TOS°A WIiHATRFCEOFSHELL 0%TOSh WiTHATRACE i6%T025% SILTYOFCIAYEV 6bT012h SLIGMTLYSMELLY 5%T030% WiTHOqGANICS 76%TOd9% VERYSILTYORVERVCWYEY 13%T030°b SHELIY 20%TO]5% HIGMIYOFGAYIC 31%TO`A'b VERYSHEILY ]5%TOt00h PENT OEFiNITION OF OESCRIPTIVE TERMS OF MOOIFIERS FOR SILTSiCLAVSISHELLS/GftNVE�S ARE OESGRIBED FS FOLLOKS : PERCENTAGEOFMO�iFIERMATERINL FIRSTpIIALIFlER SELONO��ALiFiEF 0-5 WiTMATRACEOF•h10JIFiER 'MTMATRACE 5-12 SLIGHTLY•MOOIFIER•Y V✓iTMALITT�E 12 � 30 MO�IFIER � Y N1TH SOME 3a�50 VERY•MO�i:iER+v AN� � ��22�2��9 � ��22�2��9 � ��22i2��9 � � TRAFFIC IMPA CT ANAL YSIS RaceTrac City of Okeechobee, FL Prepared for: RaceTrac Atlanta, Georgia Prepared by: ���1JacKenzie Engineering � Planning, Inc 1 172 SW 30"' Street, Suite 500 Palm City, FL 34990 (772)286-8030 131008 Rcviscd August 2020 January 2020 C� MacKenzie F.ngincering and Planning, Inc. Cn 29013 .�� o°\�'c€�eack%1,'l•� ` 2!.` � y.� ) � _NO.u17�i/ �'+�+ _ *, ' �_ %9:,.. s',ii�p� � p..'.iF�CJ G,\ %�'s � �� �. �i/; S/Q'N A1- ��� � ,����„���� Digitally signed by Shaun G MacKenzie Date: 2020.08.27 17:48:01 -04'00' Sha�m G. MacKenzie P.E. Florida License # 61751 � � � ���� � acKenzie Lngineering � Planning, Inc. EXECUTIVE SUMMARY MacKenzie Engineering and Planning, Inc. performed an analysis of the traftic impacts resulting from the proposed RaceTrac. The project is located on the north leg of NE Park Street (SR 70) and SE 10`�' Avenue in the City of Okeechobee, Florida (Parcel ID: 2-15-37-35-OA00-00007-0000). The applicant proposes to develop and seeks conc�irrency for an 8,100 square foot (SF) convenient market with a drive through to serve items from within the store and 22 fueling positions (16 vehicles fueling positions and 6 truck fuelin�� positions). The analysis also includes 1 12,368 SF retail of use to examine the transportation impacts of the undeveloped 14.046 acres north and east of the proposed RaceTrac site. The proposed combined property is eYpected to conservatively generate the following net new external trips: • 5,923 daily, 298 AM peak hour (166 in/132 out), and 526 PM peak hour (254 in/272 out) trips. The proposed combined property is expected to conservatively generate the following driveway trips: • 13,292 daily, 881AM peak hour (465 in/416 out), and 1,153 PM peak hour (564 in/589 out) trips. The needed roadway improvements to support the project at NE Park Street & SE lOt" Avenue include: • Reconstructing the existing mast arm traffic signal • Constructing the following turn lanes o Westbound right-turn lane o Eastbound left-turn lane o Southbound left-turn lane o Southbound through/right-turn lane o Convert the northbound left/right-turn lane to a shared through/right-turn lane With the proposed improvements, SR 70 & SE 10"' Avenue will operate acceptably and meet the City's and FDOT level of service standards. The traffic study demonstrates that the application meets the concurrency requirements of the City of Okeechobee with the proposed improvements. 131008 Pagei � s L � . ,�acKenzie Engineerin;; �Cz Planning, Inc. TABLE OF CONTENTS EXECUTIVE SUMMARY .............................................................................................................. i TABLEOF CONTENTS ................................................................................................................. ii LIST OF TABLES ............... "' ........................................................................................................... i i i ... LIST OF F[GURGS ........................................................................................................................ iii ... LIST OF EXHIBITS .......................................................................................................................>>> INTRODUCTION........................................................................................................................... 1 INVENTORY AND PLANNING DATA ....................................................................................... 2 PROJECTTRAFFIC ....................................................................................................................... 2 TripGeneration ................................................................................................................................ 2 Gasoline Service Station with Convenience Store ...........................................................................2 CommercialProperty .......................................................................................................................2 InternalCapture ............................................................................................................................... 4 Pass-by Trip Capture ........................................................................................................................ 4 TRAFFICD[STRIBl1TION ............................................................................................................ 5 TRAFFICASSIGNMENT .............................................................................................................. 5 ASSURED AND PROGRAMMED CONSTRUCTION ................................................................ 7 HISTORICALGROWTH ............................................................................................................... 8 INTERSECYION ANALYS[S ........................................................................................................ 8 IntersectionAnalysis ........................................................................................................................ 8 TurnLane Analysis .......................................................................................................................... 9 ACCESS........................................................................................................................................ 10 Driveway 1 (West Driveway) ........................................................................................................ 10 Driveway 2(NE 10�i, Avenue) ....................................................................................................... 11 CONCLUSION.............................................................................................................................. 13 APPENDICES............................................................................................................................... 14 131008 Pagc ii r i t 1 � �acKenzie L•ngineerin� �S: Planning, Inc. LIST OF TABLES Table 1. Average Okeechobee Commercial Density ......................................................................3 Table2. Trip Generation .................................................................................................................4 Table 3. NE Park St & SE ] Oth Ave Growth Rate Calculation ...................................................... 8 Table 4. Pealc Hour lntersection Analysis Results ..........................................................................8 Table 5. AM and PM Peak Hour Left Turn Queuing Analysis ...................................................... 9 LIST OF FIGURES Figure1. Site Location Map ........................................................................................................... ] Figure 2A. Traffic Assignment — Gas Station ................................................................................. 6 Figure 2B. Traffic Assignment — Retail .......................................................................................... 7 Figure 3. Projected Driveway Volumes ........................................................................................ 12 LIST OF EXHIBITS Exhibit l. Trip Generation Exhibit 2. Intersection Volume Development Exhibit 3. Intersection Analysis Results 131008 Page iii � � � �� acKenzie Engineering d�' Planning, Inc. INTROD UCTION MacKenzie Engineering & Planning, Inc. was retained to prepare a traffic impact analysis for the project. This document presents the methodology used and the findings of the traffic impact analysis. The analysis was conducted in accordance with the requirements of the City of Okeechobee. The analysis used current data available from the Florida Department of Transportation. This analysis has been prepared to evaluate traffic impacts resulting from the buildout of all of RaceTcac's property. Concurrency is sought for an 8,100 square foot (SF) convenient market with 22 vehicle fueling positions (16 vehicles fueling positions and 6 truck fueling positions). The RaceTrac property also includes 14.046 vacant acres with commercial land use and zoning. The project is located on the north of NE Park Street (SR 70) and NW 2"d Avenue in the City of Okeechobee, Florida (Parcel [D: 2-15-37-35-OA00-00007-0000). Figure 1 illustrates the site location. Figure 1. Site Location Map »_,�� s. 'a ] St Site Location - :'�1 ._� RGPI=LEESt_.rlit+aa. �Jtlli�(1 til;iit!5 Post�l Scrvice ,.. ;� ; .. C e � Sf d•r� .� � r,' :F YlM1 S y � h,�, r st s. �}� i:f!•.l, ].. y' � I `�"' .. .i i���il (;��,'��: UN\ � � . - 7'�=. _ , . = . .. . NF Park St � E =J U � ° vF:nnt� .'t'�i T .., .;I � '2 ,�,z .. . ' ' f � . ��IC.'ie . ' .� �, �' ,. i r., �,,. � I 131008 Pagc 1 a ,� ► �� � acKenzie Engineering 8: Planning, Inc. INVENTOR Y AND PLANNING DA TA The traffic data used in this analysis includes: • Florida Department of Transportation o Historic Traffic Count Data o Peak Season Correction Factor • Roadway Geometrics • Intersection Turning Movement Counts Thomas Engineering Group and RaceTrac provided site information. PROJECT TRAFFIC T�i� Generation Gaso/ine Service Station with Convenience Store The applicant proposes an 8,100 SF convenience store with a drive-through window, 22 fueling positions (16 vehicle & 6 truck), a truck weighing scale, and approximately 23 truck parking stalls for overnight truck parking. The drive-through window will provide motorists the ability to purchase items from within the convenience store without physically entering the store. A secondary user (e.g. a fast food or fast casual restaurant user) will not lease/purchase/operate the space from RaceTrac and therefore is not expected to generate additional trips. The overnight truck parking is currently 23 parking stalls, which is not expected to affect the character of the service station in terms of use and trips. After carefully reviewing the trip generation equations available from both FDOT and ITE, ITE Land Use 960 (Super Convenience Market Gas Station) rates were utilized. The independent variable used 1,000 SF of Convenience Store. This results in a conservative trip generation rate. Equations based on fueling positions and FDOT's multi-variable equation generate fewer trips and ITE's multi-variable equation generates an unrealistically high number oFtrips plus the independent variables are outside of ITG's study range. Therefore, the proposed trip generation is conservative and reasonable. Commercial Properfy RaceTrac also owns 14.046 vacant commercial acres. The highest best use of the commercial land is commercial use. A study of surrounding properties shows that average commercial use in tlle area is built at an intensity of 6,533 square feet per acre. 131008 Page 2 f ;; r ���acKenzie Engineering &� Planning, Inc. Table 1. Average Okeechobee Commercial Density Location Acres SF FAR Density 117 SE 8th Ave 5.481 66270 0.277568 12,091 SF/acre 912 NE Park St 1.487 3933 0.060719 2,645 SF/acre 930 NE Park street 1.388 8340 0.13794 6,009 SF/acre 1210 HWY 70 1.253 5126 0.093916 4,091 SF/acre 106 N Parrot Ave 1.71 13050 0.175197 7,632 SF/acre 100 NW Park Ave 2.046 13768 0.154482 6,729 SF/acre Average Density 6,533 SF/acre Therefore, in order to provide a conservative analysis, commercial intensity of 8,000 SP per acre was used in the analysis. Retail trip generation totaling 1 12,368 SF of use was estimated using ITE's Land 820 (shopping center). Proposed Site The applicant proposes an 8,100 square foot (SF) convenient market with drive through and 22 vehicle fueling positions (16 vehicles fueling positions and 6 truck fueling positions). The analysis includes 1 12,368 Sr retail use for FDOT driveway permitting. The proposed RaceT�-ac property is conservatively expected to generate the following net new external trips: • 5,923 daily, 298 AM peak hour (166 in/] 32 out), and 526 PM peak hour (254 in/272 out) trips. The proposed RaceTrac propet•ty is conservatively eYpected to generate the following driveway trips: • 13,292 daily, 881AM peak hour (465 in/416 out), and 1,153 PM peak hour (564 in/589 out) trips. 131008 Page 3 ,� : ��� acKenzie Engincering S Planning, Inc. Table 2. Trip Generation Land Use Intensity Dail AM Peak Hour PM Peak Hoiu• Tri s Total In Out Total In Out Proposed Site Traffic Super Conv. Market/Gas StaCion 8.100 GPn 6,784 673 336 337 �61 280 281 Uen. Commercial 112.368 1000 SI= 6,�08 208 I?9 7I �92 28d 308 Subtotal 13.2)2 881 46� 416 I, I�3 �(i4 �89 Pass-Bv Traftic nM PM/Di11LY Super Conv. Market/Gas Station 76°/u 76% �.156 512 2�� 2�7 426 213 213 Gen. Commercial 3d% 34% 2,213 71 4d 27 201 97 104 Subtotal 7,369 583 299 284 627 310 317 NCT CHANCE IN TRIPS (FOR THE PURPOSES OF 5,923 298 IG6 132 526 254 272 CONCURRENCY) IVET CNANGE IN DR[VEVVAY VOLUMES 13,292 881 465 416 1,153 5G4 589 Note: Trip gcneration was calculated using the Yi�llowin� data: I"TC Pass-by AM Peak Flour PM Pc�k Hour Land Use Code Unit Dail � RaYe Rate in/out Rate in/out Ec uation Super Conv. Market/Gas Station 960 GP'A 837.58 7(% 50/50 83.14 50/50 69.28 Gen. Conunercial 820 1000 SI= Ln('T) = 0.68 Ln( X) + ��% 62/38 f' = 0.�� (X) + 48/52 I,n('l�) = 0.74 5.57 151.78 Ln(X) + 2.89 Convrigh� U20?0 . �WacKen>ic� Gngineci•in� and Plcuin�in� h�c. Internal Captu�e The site contains no internal capture. Pass-bv T�ip Ca�ture The proposed pass-by capture is in accordance with ITE's report, Trip Generation Handbook (3rd Edztion) as shown in Exhibit 1. 13100R Page 4 �` ��►� 1 ` .,�1�acKenzie Engineering & Planning, Inc. TRAFFIC DISTRIBUTION Traffic distribution and assignment was determined using engineering judgment, trip lengths, surrounding uses and review of the roadway network. The overall distribution is summarized by general directions and is depicted below: Gasoline Service Station & Convenience Store NORTH - 0 percent SOUTH - 2 percent EAST - 40 percent WEST - 58 percent TRAFFIC ASSIGNMENT Commercial Use NORTH - 0 percent SOUTH - 2 percent EAST - 40 percent WEST - 58 percent The distributed external trips for the project were assigned to the roadway network within the radius of influence. The gas station trip generation is significantly different than the retail. The project assignment is shown in Figures 2A & 2B. 131008 Pagc 5 y ��acKenzie Engineering 6T Planning, II1C. Figure 2A. Traffic Assignment — Gas Station Parott Ave ,., � ��; �--':J31.�fc>;�; F .- __. I i°/� i�.�l,•� ., ��� 16 ir.�� ' / � O� , NF P.lrk Sl �8�% _ 40�%� �:qplc�oF< i_.'r. r c [�'clI'�C �t � � ���� ��.�•I .i .'.... . , . .. , . Yi „ „ ' iG � � , � t; � u SY 4tA Ct . .� .� � .. . _' � � j� .. 'E om a s .;E y« v 131008 Page 6 �- �_�I�LJac Kenzie Lngineering & Planning, Inc. Figure 2B. Traf�c Assignment — Retail Parott Ave � � � _ � �;: y77� ir" '.. - :tr�>i,._ p��,.. _.,.- . - I 5% NE nark si 4W - . 60% - 35% ,ppt_t:__ <,_,;, + � P�iC�: st � - _ _�. . ..rn�n �,r.t,. - , �i � � _. . . . .. :�r�,. . � ��/ � i .'� .�_ . .4� � � `3 ' � ' , bY tif a a � .� �;�t.. .. ' .. 5[ ;n. a . ... ,� � +�. . _,. _ f� 9 !;T� .. `t �.m fi � S'E ^m .a !�N\ I ASSURED AND PROGRAMMED CONSTR UCTION A review was conducted of the Five-Year Plans of FDOT, as well as those improvements committed by the developers in the area. No roadway capacity improvements are identified in the plans adding capacity within the study area. 131008 Pagc 7 = �i�'LJacKenzie Engineering d� Planning, Inc. HISTORICAL GROWTH A review of FDOT historical volumes was performed. The study uses a conservative 2.0 percent growth rate as shown in Table 3. Table 3. NE Park St & SE l Oth Ave Growth Rate Calculation Road N ame From To 20 i 5 2016 2017 2018 2019 NE Park St Parrott Ave NE 18th Ter 27,000 25,500 26.500 25,500 26,00( Weighted Average Growth Rate Used INTERSECYION ANAL YSIS Annual Growth Absolute Rate Growth -200 -0.8% -0.8% 2.0 "/a Intersection Analysis Turning movement volumes were collected January 9, 2020 for the following intersections: • NE Park St & SE ] Oth Ave The intersection was analyzed during the AM and PM peak hour for 2022 buildout conditions using HCS 7. Based on the City of Okeechobee Concurrency Management System Section 74-5, the service capacity for principal arterials is LOS C and all other roads is LOS D. Table 4. Peak Hour Intersection Analysis Results AM Post-Develo ment PM Post-Develo ment ACCEPTABLE INTERSECTION Dela s) LOS Dela (s) LOS LOS NE Park St & SE l Oth nve 10.6 B 21.8 C YES 131008 Pagc 8 . �, ��acKenzie Engineering br Planning, Inc. Turn Lane Analvsis An analysis of the left-turn lanes at NE Park St & SE 10"' Avenue was performed during the AM and PM Peak Hour utilizing HCS 7. The queueing analysis can be found in the Appendix. The queue length was evaluated using the 95th percentile storage ratio. An eastbound left-turn, westbound right-turn, southbound left-turn, and shared southbound through/right-turn lane are recommended with the addition. In addition, the shared northbound left-turn/right-turn lane is recommended to be converted to a shared throughhight-turn lane. With project traffic, the intersection is projected to be operate acceptably with all movements operating under capacity (v/c ratio less than 1.0). The SR 70 left-turn lane storage at all approaches are projected to operate acceptably. The queue storage of the southbound left-turn lane exiting RaceTrac is projected to be acceptable with the development of the RaceTrac facility. However, the 95"' percentile queue storage may be exceeded on site will full development of the vacant 14 acres. Any additional queueing can be accommodated on- site and within the extension of the SE 10"' Avenue. Table 5. AM and PM Peak Hour Left Turn Queuing Analysis (With Full Development of RaceTrac and 1 12,368 SF of retail use) AM Peak Hour EBL WBL SBL 95"' Percentile Queue (feet) 71 5 231 95t'' Percentile Queue (vehicles) 3 1 10 Existing/Proposed Storage 250 235 250 Acceptable Yes Yes Yes *Adequate stacking is available on-site 131008 PM Peak Hour EBL WBL SBL 229 38 301 9 2 12 250 235 250 Yes Yes Yes* Page 9 5 : � r_,�acKenzie Engineering & Planning, Inc. ACCESS The project site proposes two points of accesses on NE Park Street. The proposed accesses are as follows: • D/W 1 (West) — Right-in/Right-out o No turn lanes are recommended. • D/W 2 (East) — Full opening o Eastbound left-turn lane o Westbound right-turn lane o Southbound left-turn lane o Southbound shared through/right-turn lane o Convert Northbound shac•ed right/left-turn lane to a shared through/right-turn lane SR 70 in this area is a class 7 facility with a posted speed of 35 mph and therefore has driveway connection spacing of 125 feet. Driveway 1 is spaced approximately 314 feet fi•om Driveway 2 which meets FDOT's standard. Driveway 2 is spaced far fi•om any driveways to the west. Driveway 1 is spaced more than 400 feet east of NE 8`h Avenue. Based on projected traffic volumes and improvements, the driveways are projected to operate acceptably. Figure 5 displays the projected driveway volumes. Drivewav 1 (West Drivewax) A review of the project's access was performed to evaluate if the proposed project volumes meets the minimum Ingress Turn Lane Standards. The evaluation was based on the FDOT's Driveway Handbook 2019 Edition, Section 7.2. FDOT's Handbook recommends a right-turn lane when right-turn movements exceed 80-125 vehicles per hour during the peak hour for an unsignalized posted speed limit equal or less than 45 mph driveway. The project's inbound AM and PM peak hour vehicles ace 46 and 38, respectively. Using FDOT's most conservative threshold of 80 vehicles per hour, a right-turn lane is not recommended, but a large turning radius is recommended because it will be easier for westbound trucks to enter at this location to circulated to the truck fueling positions in the rear. 131008 Page 10 � : � ��LJacKenzie Engineering � Planning, Inc. Driveway 2 (NE 10`h Avenue� The project's inbound AM and PM peak hour vehicles are 209 and 255, respectively. Using FDOT's most conservative threshold of 80 vehicles per hour, a right-turn lane is recommended. 131008 Page I I .�. .,, � ,%�> acKenzie C~nginccring S� Planning, Inc. Figure 3. Projected Driveway Volumes d > a L � W N M PROJECT DRIVEWAY TRIPS � ! Daily AM Peak Hour PM Peak Hour Total In Out Total In Out � 13,292 881 465 416 1.153 564 589 � 2,087 173) 1 207 ii DW 1 � (135) �y_�161 "4 SR 70 (Park 5treetl ~I � 46 RaceTrac - Okeechobee Relo 10th Ave i i 11,205 ' 980 674 DW 2 i, (234) (11) (210) � , 102 5 149 � • -_,--. __ ��_ _..--��:_. __ _ _ �_���.._.��� I I � � 209 (255) �J + � 46 (38 (260) 202 J I 7 � (10) > a t .� 0 � w y 13, 292 PROPOSED PROJECT DRIVEWAY VOLUMES � � > a L � W � Total daily dri�eway trips i PM peak hour drieeway trips ������l�ctl�le l:n�inccrin�.\ Pl:uinin�. Inc. AM peak hour directional dn�,eway trips 131008 Page 12 � :� �, �� acKenzie Engineering & Planning, Inc. CONCL USION MacKenzie Engineering and Planning, Inc. performed an analysis of the traftic impacts resulting from the proposed RaceTrac. The project is located on the north leg of NE Park Street (SR 70) and SE 10�'' Avenue in the City of Okeechobee, Florida (Parcel ID: 2-15-37-35-OA00-00007-0000). The applicant proposes to develop and seeks concurrency for an 8,100 square foot (SF) convenient market with a drive through to serve items from within tlle store and 22 fueling positions (16 vehicles fueling positions and 6 truck tueling positions). The analysis also includes 1 12,368 SF retail oF use to eYamine the transportation impacts of the undeveloped 14.046 acres north and east of the proposed RaceTrac site. The proposed combined prope►-ty is eYpected to conservatively generate the following net new external trips: • 5,923 daily, 298 AM peak hour (166 in/132 out), and 526 PM peak hour (254 in/272 out) trips. The proposed combined property is expected to conservatively generate the following driveway trips: • 13,292 daily, 881AM peak hour (465 in/416 out), and 1,153 PM peak hour (564 in/589 out) trips. The needed roadway improvements to support the property at NE Park Street & SE 10`h Avenue include: • Reconstructing the existing mast arm traffic signal • Constructing the following turn lanes o Westbound right-turn lane o Eastbound left-turn lane o Southbound left-turn lane o Southbound through/right-turn lane o Convert the northbound lefbright-turn lane to a shared through/right-turn lane With the proposed improvements, SR 70 & SE 10�'' Avenue will operate acceptably and meet the City's and FDOT level of service standards. The traffic study demonstrates that the application meets the concurrency requirements of the City of Okeechobee with the proposed improvements. t31008 Page 13 � > � � acKenzie Engineering & Planning, Inc. APPENDICES Exhibit 1. Trip Generation Exhibit 2. Driveway Volumes Maps Exhibit 3. [ntersection Volume Development E�chibit 4. [ntersection Analysis Results 1. FDOT Peak Season Factor Category Report (2019) 2. FDOT Count Station Data (2019) 3. FDOT's Q/LOS Manual — Table 7 4. [nstitute of Traftic Engineers' (iTE) report, Trip Generation (10�r, Edition) a. Super Convenience Market/Gas Station (Land Use 960) b. Shopping Center (Land Use 820) 5. Property ID Card 6. Site Plan EYHIl31"1' lA Race1'rac - Okeechobce Ftelo lOth Ave Trip Generation - Gas Station Land [;sc Intcnsity Uaily AM Peak 1[our PNI Pcak Ilour 'Crips 'Cotal In Out 7'otal In Out Proposed Site TraPtic Super Conv. Markct/Gas Station 8.100 GFn 6,784 673 336 337 561 280 281 Pass-Dv'rraffic nM PM/DAILY Super Conv. Markct/Gas Station 76% 76% �,156 512 255 257 426 213 213 NE"1' CHAVGF. I\ '1'RIPS (FOR'1'IiE PI;RPOSF.S OF �,628 161 81 80 13S 67 G8 CO\CURREVCY) NET CIiANGE IN DRIVF,WAY VOLUMF;S 6,784 673 336 337 561 280 281 Note: "I'rip generation was calculatcd using the following data: Pass-by AM Peak Hour PM Pcak I-lour Land Usc [TE Codc Unit Daily Ratc Rate in/out Ratc in/out L-:quation Super Conv. MarkcUGas 960 <iFn 837.58 76% 50/�0 83.14 50/50 6928 Station Copyi�rghl 02020 , MacKenzie Engineering and Planning, Inc. E�HIBI'1' 1B Race 1'rac - Okeechobce Relo lOth Ave Trip Generation - Retail Property Located adjacent to RaccTrac Land lisc Intensity Daily A�I Pcak Ifour PM Pcak Hour Trips Total In Out "Cotal In Out Proposcd Sitc "Pruffic Gcn. Commercial I 12.368 1000 S� 6,�08 208 129 79 592 284 308 Pass-Bv'IraFfic AM PM/DAILY Gen. Commcrcial 34% 34% 2,213 71 44 27 201 97 104 4,295 137 SS 52 391 187 204 NE'I' CF[ANGE IN'1'KIPS (FOR 17IE PURPOSES OF CONCL'RRF.NCY) \E"1' CIIANGF, lN DR[VF.WAY VOLUNIES G,S08 208 129 79 592 28d 308 Note: 'frip generation was calculated using thc following data: Pass-by AM Pcak Flour PM Pcak Hour Land Use Il'G Code Unit Daily Rate Rate in/out Rate in/out Gquation Gen. Commercial A20 1000 SF l.n(T) = QCS Ln(X) i 5.57 34% �2/3g T= 0.�0 (X) + 48/52 I.n("r) = 0.74 I 51.78 L,n(X) + 2.89 Copyriglrt C��2020 , MacKerz:re Gngiiteering und Planning. /nc. LXIIIBCI' 1C RaceTrac - Okeechobce Rclo lOth Ave '1'rip Generation (Combintcd Racc7'rac Property) Land Use [ntensity Daily Avl Peak Hour P�I Peak Hour Trips '1'otal In Out 7'otal In Out Pr000scd Sitc'I'raftic Super Conv. Market/Gas Station 8.100 GI�A 6,784 673 336 337 561 280 281 Gcn. Commercial I 12.368 1000 SF 6.�08 208 129 79 592 284 308 Subtotal 13,292 881 46� 416 l,l>3 �64 589 Pass-[3y'Craffic AM PM/DAl1.Y SuperConv. MarkcUGas Station 76% 76% 5,156 512 255 257 426 213 213 Gcn. Commercial 34% 34% 2,213 71 44 27 201 97 104 Subtotal 7,369 �83 299 284 627 310 317 5,923 298 166 132 526 254 272 NET CHANGE IN TRIPS (FOR THE Pl1RPOS1?S OF CONCURRF.NCY) NET CHA�GH: IN DNIVEWAY VOLUMF.S 13,292 8S1 465 41G 1,153 5G4 589 Notc: �frip generation was calculated using the following daYa: Pass-by AM Peak Hour PM Pcak Ffour Land Usc I"C[; Code Unit Daily Ratc Ratc in/out Ratc in/out l�quation Super Conv. MarkeUGas Station 960 GFA 837.58 76% 50/50 83.14 50/50 69.28 Gen. Commcrcial 820 1000 SP Ln(T) = 0.68 Ln(X) + j_j7 34% 62/38 C= 0.50 (X) + �g �2 Ln('1') = 0.74 I � 1.78 Ln(X) + 2.89 Copyrrght �02020 . MacKen�re E�zgineering and Plannrng. Inc. EXHIBIT 2A d > a � �. � W � SR 70 GAS STATION NET NEW TRIPS Daily AM Peak Hour PM Peak Hour Total In Out Total In Out ' 1,628 161 81 80 135 67 68 i 405 i 1 (35) 40 DW 1 40% (28) 32 ` �`—I L-- a—��� �o�io 1,223 (100J 121 DW 2 18% 2% 40% ��Z) ��) �27) 14 2 32 ----�I- . � __- j . L 24 (ZO) 30°0% I -► f— 8 (7) 10 /o 58% (39) 47 � � 2 � (1) Q 2% t r 0 � w � � . _ -� � > • W a N � 1,628 Total daily driveway trips i RaceTrac - Okeechobee Relo 10th Ave (135) PMpeakhourdrivewaytrips .����h��l_Il' I nt;incrrin;.,�.\ Pl�inninr. Inc. PROPOSED GAS STATION NET NEW TRIPS 161 AMpeakhourdirectionaldrivewaytrips , � EXHIBIT 2B d > a � � � w � SR 70 � GAS STATION NET CHANGE TRIPS Daily AM Peak Hour PM Peak Hour Total In Out Total In Out 5,156 512 255 257 426 213 213 � 1,682 (138) � 167 i� DW 1 50°/a + (107) 129 ' —r--------_---- _ _ — - � I L 38 (31) 15% 3,474 (288) 345 DW 2 r -- =-- -�—=---- a d �> w a ,I � 15% 0% 35% (32) 0 (75) ' 39 0 90 y - - � - - _� -- --. . - .:.. �.:.�.____� �_,�._.._- .—�. �I I I 127 (106) 50°�/0 � �� �— 38 (31) 15/0 35% (75) 89 � � 0 � 0 Q 0% L r O � W N 5,156 Total daily driveway trips i RaceTrac - Okeechobee Relo 10th Ave �426, PMpeakhourdrivewaytrips ►{�9�1�h�„=�� l n�inccrin�,.\ Plannin�. Inc- PROPOSED GAS STATION PASS-BY TRIPS 512 AMpeakhourdirectionaldrivewaytrips EXHIBIT 2C � > a � � W � SR 70 (1'ark RETAIL NET NEW TRIPS Daily AM Peak Hour PM Peak Hour Total In Out Total In Out � 4,295 137 85 52 391 187 204 0 0 0 DW 1 i 0% 0 0 _� L 0 0 0°/a 4,295 (391) 137 DW 2 60°/a 5% 35% (122) (10) (72) 31 3 18 �-_-�-�--__-� �..�.�__ _------ .-- �- ~I � `--� L 2g (66) 35% 60% (112) 51 � I 5 d �9� Q 5% z .� 0 � w � � -.. ___- .__�� r Q W a' � , t i 4,295 Total daily driveway trips � RaceTrac - Okeechobee Relo 10th Ave (391) PM peak hourdrivewaytrips ���;CKen�te l n�inccrin� �\ 1'lanning, Inr. PROPOSED RETAIL NET NEW TRIPS 137 AMpeakhourdirectionaldrivewaytrips . , EXHIBIT 2D d > a s � w N SR 70 RaceTrac - Okeechobee Relo 10th Ave PROPOSED RETAIL PASS-BY TRIPS � � d r > w a � 'i 65% 0% 35% (68) 0 (36) 18 0 9 I --- , � _�. _ _— _ .__ : _ __ -__- --• -� ' ~I • � L 2g (63) 65% 35% (34) 15 � � 0 � 0 Q 0% s Y � r 'W^ v/ 2,213 Total daily driveway trips � (201) PM peak hour driveway trips ' t'L9�1� h�'���i� I'n�iuccring �Sr PI:3nnin„ Inc. 71 AM peak hour directional driveway trips 0 2,213 0 (201) 0 71 i � DW 2 DW 1 i RETAIL PASS-BY TRIPS Daily AM Peak Hour PM Peak Hour Total In Out Total In Out i 2,213 71 44 27 201 97 104 0% 0 0 _ _— -_.:� . ___ _ �—� _--- — . _ .� _ � I � 0 0 0% , d > a r � w � SR 70 PROJECT DRIVEWAY TRIPS �, AM Peak Hour PM Peak Hour Daily Total In Out Total In Out ; 13,292 881 465 416 1,153 564 589 � � 2,087 (173) 207 DW 1 1 (135) 161 -�_ '� � 46 EXHIBIT 2E � - ----- — --- � d — � > w a !� � 11,205 (980) 674 DW 2 (234) (11) (210) 102 5 149 -- -- --- - - --- � - -=- �—�-- � � 209 (255) ~ �— 46 (38) (260) 202 � I 7 � (10) > Q t .� 0 � W � 13,292 Total daily driveway trips � RaceTrac - Okeechobee Relo 10th Ave (1,153J PM peak hourdrivewaytrips ���1cKen=ic i`nginccring �` Pl.uinin�. Inc. P RO POS E D P ROJ ECT D RIVEWAY VO L U M ES 881 AM peak hour directional driveway trips � � ?:OU iA\9 7:15 �AA-I ?:l� Ab1 730:A\�1 730 Abi 7:4� A\9 ;:4� A�l 8:00:\,\i s:uo ��ai a:,s :��, S:15 A\I 83U :1U 330 ;\�I 8:4i :\\1 s:as nm> >:uo ��a�i Okccchobcc Rclo - lOt6 �vc A\d PI?;UC IIOUR "PURNING �40VIib41?N"fS liXf l l 1i17' 3 til? lOth Arc n M�: Park St cUu chl cbt cbr �vUu �vUl ���Ut �vbr nbu nbi nbt nbr s6u sb] sbt sbr tot om�ao��mmmm�amam� �����0����0������ ���m�0�����0��0�� �������0��������� �m��m��m��m�amam� ���8�0������0���� ����������������� �m�am���m�mA�aom� 0 O 1178 79 0 24 1721 0 0 134 0 35 0 U U 0 317] Peak Hour Traffic Volume 730 AAI 83U AA-I 0 0 6]0 45 0 16 9GA 0 0 G9 0 21 0 0 0 fl 1729 Coun[Takrn: 1/9/2020 R/7/201') Buildout ycar. 2U22 2022 Gro�vth Ra[c: Z.0°� 2.09'n Scasonall�ac[or: LO) 1.78 ebu ebl *ebt ebr cvbu wbl 'kwbt cvbr nbu nbi nbt nbr sbu sbl sbt sbr 1/9/2020 U 0 610 4i 0 ]6 9GS U 0 69 0 �1 0 0 0 0 PSCF 0 0 llU 4 U 1 17d 0 0 G 0 2 0 0 0 0 Adjusted Volumcs 0 720 49 17 1142 0 7� 0 23 0 0 0 Gro�vthRate 2.0°��� 2Ar� 2.U"t, 2.0°�� 2U°b ?0�� 2.0°-� 3.0��� 20"�� ?U°'�� 2.0�<� 2.U��� Gro«ah 0 44 2 1 70 0 3 0 1 0 0 0 2022 Volumes 0 �64 51 18 1212 0 7H 0 24 0 U 0 Pre-Development U 7Ga �1 18 1212 0 78 0 24 U 0 U Project - Gas Station 47 0 0 0 8 24 0 2 0 32 2 14 Gas Station Pass-by R9 0 0 0 38 127 0 0 0 90 0 39 Project- Retail �l 0 0 0 0 29 0 � 0 18 3 31 Retail Pass-by 15 0 U 0 0 29 0 0 0 9 U 18 Project - Total 202 0 0 0 46 209 0 0 149 � 102 Post 0 202 7G4 �l 0 IS 1258 209 0 78 7 24 0 1$9 � lU2 ''Crathc vulumcs ob[aincd Frum I�DOT Station 97b0U7 , y cbu 4:00 P\'1 }:li P\I U 4:li YU �13U 1'�I U 430 Pn4 4:45 Pn4 0 4:45 P�4 5:00 Pn1 U 5:0O1'hf 5:1� YM 0 �:I� P\I �30 P\I 0 530 Y\-[ 5:45 PA1 0 �:4� P��1 6:OU PM U U Peak Hour Traffic Volume 4:4i PA1 5:45 Pbl U CountTakcn: 1/9/2020 8/7/201) Buildout ycac: 2U22 2U22 Gro�vth Rntr. 2.0°�� 2.0% Scasonal I�actoi: 1.09 1.1 R � 0 m � m m 0 m 0 � Okccchubec Rclo - lOth :1vc PM PI{AK IiOUIt "fUlt�iNG \dOVIi\dI�:N'f5 k�:XfllRl'1'3 til? IOtJ� A� c & \I�, Park St cbt cbr �cUu �cbl ���bt tvbr nUu 222 24 0 4 214 U U 2i� 37 0 G 234 0 0 23S 25 0 3 228 0 0 2S3 19 0 5 228 D 0 257 1ti l) ti 238 U 0 270 8 0 l2 248 0 U 2G� 14 0 S 23G 0 0 204 21 U 5 2li U 0 �994 1�G U 51 1841 U 0 IU75 59 0 33 9�0 0 0 nUl 33 =G 3� �2 30 33 ?7 2S 2G4 142 � � � � � m 0 m � 1 � � � m � � � 0 � � � m � 0 � � � m � 1 � m m m m 0 m � m � � m m m m m � m m � sbr tutals U �03 0 SG1 0 �40 0 597 0 561 0 5?4 0 �59 � �H� U 4380 U 2297 ebu ebl *ebt ebr �vbu �vbl '�'�vbt wbr nbu nbi nbt nbr sbu sbl sbt sbr 1/9/2020 U 0 1U75 �9 0 33 950 0 0 143 0 32 0 U 0 U PSCF 0 0 1'Jd 5 0 3 171 U 0 73 0 3 0 0 U 0 Adjusted Volwnes 0 12G9 G4 3G ] 121 0 1i5 0 3� 0 0 0 Growtli Rate 2.0°�� 2.0"��� 2.0°'� 2.0"4, 2.U°-L ?.0"S, 2.U%� 2.0% 2.U°�� 2.U°4� ? U% 2.UY��� Growth 0 78 3 1 (9 0 6 0 1 0 0 0 2022 Volumes 0 1347 G7 37 1190 0 1G1 U 3G 0 0 0 Pre-Development 11 13$7 67 37 ll9U 0 161 0 3G 0 O (1 Project - Gas Station 39 0 0 0 7 20 0 1 0 27 1 12 Gas Station Pass-by 15 0 0 0 31 lU6 U 0 U 7i 0 32 Project- Retail 112 0 0 0 0 6G 0 9 0 72 ]0 122 Retail Pass-by 3=4 U 0 U U G3 0 0 0 36 0 6S Project - Total 260 U 0 0 0 33 25� 0 0 ]0 0 0 310 71 23-1 Post 0 260 1347 67 0 37 1228 255 U IGl 10 3G 0 210 I1 234 "- 'I'rafGc �-olumes obtained kom PDO"1' S[ation 910007 f _.__ ._ .._. . . .._ . _ _. _ .. . ...__. . . HCS7 Signalized Intersection Input Data .. � � �� � .,. ,.�= ta. . . General Information ; Intersection Information __ � �_._...� _ _. . _ , .__� .._ . __. � - • ,_ . _ _ ..�. ._. _._ _.��. __._ __. �._. Agency MEP Duration h �0.25 .__-�. ...m_.___�, _ .._._ _.. .. _ _ _,, _.._�_._ ....-_._.__w__ Analyst MEP Analysis Date Aug 7, 2020 Area Type 'Other _.. ....._...-- - _ �.�_�_..�.��.____-' _. . _ Jurisdiction Time Period �' PHF 0�95 m �.._.�_ _.. _ - ---�-_�M. Urban Street ; Analysis Year 2022 Analysis Period ,1> 7:00 _.. . _ . _,.._�__a: . .__. . _... ..��__�_�..r.o�.__.._.e ��.R, _ Intersection SE 10th Ave & NE Park St File Name am.xus M ____ _._..,.. . _._... . __._� ____�_.�..__._.._...._,.�_. _____._. Project Description SE 10th Ave & NE Park St 2022 AM _ Y' x. ,; 9 . y ...:. . . . r y� ,yt �ii: *;� . .��;r. 31�1�..�� �e;S'.'.: � . ,. �'�. Demand Information EB .. Approach Movement L T Demand ( v), veh/h 202 764 _ -- _ ----. _ �� Signal Information ......_ _ _ _.�._.. . Cycle, s 140.0 Reference Phase 2 -- -_.� . _ . _ . ; Offset, s 0 Reference Point End Green 12.0 •- - , ..,-_. Uncoordinated No Simult. Gap E/W On Yellow 4.0 Force Mode Fixed Simult. Gap N/S On Red 2.0 . ,. �B i _R L T 51 y 1� . � � � �:., a � �_ '. � �.., � � 89.1 20.5 0.0 4.0 3.4 0.0 3.0 2.0 0.0 NB SB T 5 .R � L _ T R L 209 � 78 i 7 24 149 0.0 0.0 0.0 � __ � ; 0.0 ' � 0.0 _� 0.0 -- - R 102 � � Traffic Informa�tion EB WB NB SB Approach Movement L T R L T R , L T R L T R _. . . , , , , ._�._ , .... ._. : �,.�,..,� Demand (v), veh/h 202 764 51 18 1258 209 ��78T 7 24 149 5 102 ' Initial Queue (Qb), veh/h �� 0 0 0 0 0 0 ' 0 0 0 0 0 0 I ._ �.-� _ Base Saturation Flow Rate (s�), veh/h 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Parking (N�„), man/h � None None None None Heavy Vehicles (Prrv), % Y 2 2 2 2 0 � 2 2 0 2 ..,.,_,�..�� _..._,_ _� �r�..,. .� ,,. Ped / Bike / RTOR, /h . 0 0 10 0 0 135 . 0 ; 0 10 0 0 0 , .^_ .._ _. _,__ . .. - __ ._ _, _�.� . Buses (Nn), buseslh ?! 0 0 0 0 0 0 0 0 0 0 0 0 ,..._ _ _ .� ....._ Arrival Type (A7� 4 4 4 4 4 4��3 j 3� 3 3 3 3 i� . � p 9 ( )�_ ._ . _m --m a.� , _ . i 1.00 1.00 1.00 1.00 � 1.00 ! 1.00 1.00 � 1.00 1.00 , 1.00 1.00 1.00 U stream Filtenn 1...��� _,...� ..__..._.� ,m_.� ,_,._..�._,�... ____..,.. _ Lane Width ft 12.0 12.0 12.0 12.0 � 12.0 12.0 ' 12.0 12.0 12.0 � �..� _ ___..t_ ., .- . _ . Grade P /0 0 235 0 0 150 0 0 0 Turn Bay Len�gth, ft �' � . __ �:. . , �. �..,__w�.. �. _ ( g), 0 0 0 0 Speed Limit, mi/h 35 35 35 35 35 35 , 35 v 35 35 35 35 35 _ � � .., Phase Information EBL EBT WBL WBT NBL NBT SBL SBT ._.._ _ , _ i _ ... _.�.r�. _._.__�.. Maximum Green (Gna>) or Phase Split, s ir 30.0 95.0 65.0 ' 45.0 45.0 _ _-� { Yellow Change Interval (`�, s ;i 4.0 4.0 4.0 ��j 3.4 3.4 ,.- . ,. ..�. , � _;� . � ,. Red Clearance Interval ( R�), s ,.� 1� 2.0 3.0 ? 3.0 2.0 2.0 { Minimum Green ( G„��,), s �-�� 12 30 '��30 6 20 6 20 � Extens on of Effective Green e, s '! 3.0 5.0 �J �3.0 4 5A 3.0 3.0 3.0 3.0 � --,_ i ) _ ._ � � . . _A__ _ __.. . . � Passage (P�, s � 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ' a:._.__...�.,.,_.K._.�_ ,,, _ .,��,,,. _...._�_ _,3 Recall Mode � Off Min Off Min Off Off Off Off Dual Entry ���'� No Yes No Yes No Yes No Yes ', � --- �._._� a .. , �... , ._., .__�,__._ .. _. . ,.._ __ Walk (Walk), s �J 0.0 7.0 0.0 7.0 0.0 7.0 0.0 7.0 _:_.._.. _.: ,._..m.. �. - Pedestrian Clearance Time (PC), s �a 0.0 13.0 0.0 0.0 0.0 18.0 0.0 0.0 i _ §< ;s _ .._ ,�_- Multimodal lnformation EB WB NB SB _ .. : W.�, . � , v . 85th % Speed / Rest in Walk / Corner Radius � 0 No 25 0 No 25 ' 0 No 25 0 No 25 .�.. . . _. _ . . - --� - Walkway / Crosswalk Width / Length, ft a 9.0 12 0 9.0 12 0 '. 9.0 12 0 9A 12 0 __ . _ _ _ {.�... . . ..�...�.r ., . Street Width / Island / Curb •� 0 0 No 0 0 No 0 � 0 No 0 0 No _ _ - ��,_ __ ; ,.�. e . .._.�� .� Width Outside / Bike Lane / Shoulder, ft ; 12 5.0 2.0 12 5 0 2 0 12 � 5 0 2.0 12 5.0 2.0 Pedestrian Signal / Occupied Parking y No 0.50 �No 0.50 No ;_ O.bO_ No ��=0.50 ,- . �- -- �-- - , � � s Reserve� 3treeis Version '. �I � e+���r:,±: 3'7!20 U 3 iY�l '. � PiVI � _ _ _ __ _ . _ HCS7 Signalized Intersection Results Summary ; a� .. . . ,. , . _. , , , , A� , yx .. .. <_ r General Information Intersection Information . __�_�--- _ . __� __�� . _, Agency MEP Duration, h 0.25 .. . �- _ , . _ , _. _. � . _. _ . . ... .. Analyst MEP ' Analysfs Date Aug 7 2020 ! Area Type Other _ _ m___.. _ , _ . __ _�..._ .. _ _ _ � . . _ -- Jurisdiction Time Period ' PHF 0.95 ,_ _ _-..___..�._ a_..�n ,__...___ _ . ._ . 4 .. _ ...._ . �. .., _ , _ , . _ _..� , .�.. Y _ _' .... _�__....�.�..�,..'i __y_ eriod 1> 7:00 Urban Street Anal sis Year 2022 Anal sis P Intersection ;SE 10th Ave & NE Park St File Name iam.xus . _. �._ _ __ ..__ _._... _.__.____---�.___.�.. _ . . _ .. _ ._ . Project Description iSE 10th Ave & NE Park St 2022 AM ,;, • �� a s i�,,�� £ ;1' Demand InformationY� � EB WB ���1 NB _ ,. „ . ......._._. .. ' ..., . ._ ._ . . ._��d � �..,..,.. . _._. Approach Movement L T R L T j R � L T R . ,_ _a ._ __�.. �_. Demand ( v) veh/h 202 764 51 18 1258 ' 209 78 7 24 Si nallnform f � � d� , ' � � •�, " � .. ,.. a, ' q -- ��� ,`� LL' ` g _ _ .�._. .. , '.�x�� � � Cycle, s 140.0 Reference Phase 2 ,--� d � � tion � � `� .-- . � I-$ � Offset, s 0 Reference Point End Green 12.0 89.1 20.5 0.0 0.0 0.0 � _.�� Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 l3.4 0.0 0.0 0.0 �'� ' Force Mode Fixed Simult. Gap N/S On Red 2.0 3.0 2.0 0.0 0.0 OA Timer Results Assigned Phase Case Number � Phase Duration, s � Change Period ( Y+R �), s� �� � Max�Allow Headway ( MAH ), s ' Queue Clearance Time ( g s), s f . , .m_ Green Extension Time ( g e), s ' Phase Call Probability .Y Max Out Probability EBL 5 1.0 ' 18.0 6.0 , 3.1 � 6.8 _ -� 0.4 1.00 0.00 EBT WBL WBT 2 6 4.0..__.. _ .. 5.3 -. . 114.1 � � 96.1 7.0 7 0 0.0 �� � 0.0 W 0.0 0.0 NBL NBT 8 6.0 25.9 ' 5.4 3.2 � 19.8 0.7 1.00 0.00 � i ir SB L T R 149 5 102 SBL ti�....�._._ � �• -�; � SBT 4 6.0 25.9 54 32 18.6 0.7 1.00 0.00 .� t Movement Group Results EB WB NB J SB Approach Movement L T R� L T R y L T R L T R -- � .- _ � _.. �. � ..� Assigned Movement 5 2 i 12 1 6 16 3 8 18 7 4 � 14 � i _ .. . . _ . . . __,_.. .. ... . �...,,� ,.. . . . ........._ Adjusted Flow Rate ( v). veh/h � 213 428 420 � 19 1324 78 82 ' 22 157 113 Adjusted Saturation Flow Rate ( s), veh/h/In ' 1781 1870 1836 ;' 650 1781 1610 : 1280 1670 1412 1596 � _....___.._..i__. .. , . . . �. , . m,._. .. ..,_.., ,-..:..., _. .._ Queue Service Time ( g s), s ; 4.8 0.0 0.0 0.6 12.7 1.0 8.7 1.6 15.0 9.0 . _..._�. �. _ , ----- �.. _ _ _ ; . _ � . � Cycle Queue Clearance Time ( g �), s 4.8 0.0 0.0 ; 0.6 12.7 1.0 , 17.8 , 1.6 16.6 9.0 _.. . _ : . _. _� ._.�._� , _ Green Ratio ( g/C ) c 0.75 0.79 ' 0.79 .. 0.66 0.66 0.66 0.15 0.15 0.15 0.15 �y_ .__ ... - Capacity ( c), veh/h 446 1471 1418 470 2343 1036 165 256 252 245 ' Volume-to-Capacity Ratio ( X) �A � 0.477 0.291 0.296 0.040 0.565 0.075 ' 0.497 0.086 0.623 0.459 �� Back of Queue ( Q ), ft/I _ ,.._... . _ _ _ _�: . ..� n( 95 th percentile) 71 9.4 � 9.6 4.7 142.5 17.1 131.4 30.7 230.5 166.8 ��..�..__, ..�...��..- ..._ , ,�_ -, Back of Queue ( Q), veh/In ( 95 th percentile) 2.8 , 0.4 , 0.4 ; 0.2 5.6 0.7 , 5.2 1.2 9.2 6.6 Queue Stora e Ratio . RQ ) i 95 th ..�.., _ . , ._. ,�_.... . �.�_.. ,_�_� .� ._ _. , .. J.� g ( percentile) ; 0.00 ; 0.00 0.00 , 0.02 0.00 0.00 0.88 0.00 0.00 0.00 ._ _ _ ____. _ a._,._. _ � _ .: . � Uniform Delay ( d i), s/veh 6.2 i 0.0 0.0 3.6 3.9 3.6 62.1 50.8 58.0 54.0 In t al Queue Dela d� Ss/veh . ��f4r. 0.0 0..0 ' 0.0 �; OA 0.0 0.0 0. � -- ____.�.�..� Y� ), 9 0.1 ` 0.9 0.5 - . ; .- Y i ), ._, .�_��. _ 0 0.0 0.0 0.0 .._ ...e.e... . _ __.._. _� Control Delay ( d), s/veh . 6.5 0.5 � 0.5 ; 3.7 4.9 3.8 62.9 50.9 ; I 58.9 54.5 _. _ _..�-.�_ -. _.,.__. .;rn_- . . .. .._ Level of Service (LOS) f A A A A A A E D � E D � .._.�,..._.._� Approach Delay, s/veh / LOS 1.7 ; A 4 8 A 60.4 E 57.1 E .--. T... . .:s _,.... _... _ ..�... -..____r.�,, . . _ -- - Intersection Delay. s/veh / LOS 10.6 �$I� B � f � � � ti�'�i F?F <T ^. � ' ... 7 Multimodal Results . °d�� �'� , , E�B � ���� �� 1/VB � " NB��� � �SB ,_ . .-� _ _v_ - _ ... . ._____.� Bic cle LOS OS Score / LOS � 22 B 2.2 ; B 3.2 C s 2.9 � C edestrian L _ _..., _. _. , . _�_a_ _ �.___ __ � ..�� _..,.... . ..��� ,.�z..�. y Score / LOS 1.4 A 1.7 � B 0.7 A � 0.9 � A � -- �_ � , � �da, All Rights Reservea �ni.S % ` 3t+�e?s `Jerslon l. , �' , , Gsi�e�a�� . ;,�i._� .,,i . _� 1� r�ll ti _ __ _ _ _ HCS7 Signalized Intersection Intermediate Values + r , �:� w �_ �, . . - _ ., , �: . . , . . General Information Intersection Informatio� • � -'•`�'1� '' ' _._ ...._ � ..__.... , _, .__-----. _._._. Agency MEP Duration, h 0.25 _ _. _ _ _._ .., ._ _ _.. _ __, �... _ _.. _. -� • ' Analyst MEP -�Analysis Date Aug 7 2020 Area Type �Other `- =� _ _., _ _ _ ,..,..__�.... _.�_._.. .___..__.: . �. Jurisdiction Time Period PHF �0.95 - _ . _ . __ _..._.___ _ Urban Street , Analysis Year 2022 � An,alysis Period w 1> 7:00 Intersection SE 10th Ave & NE Park St File Name am.xus � � Project Description SE 10th Ave & NE Park St 2022 AM �� �� � � '�''' ' y:'; . . .1ea+.� .. �� .. � .� .._ .� . �`������ . . Demand Information EB WB NB j SB ........_.�._._�.. _ _,L.. . T . ._..R�.. L.._. T R Approach Movement L T ' R L T R � -- -- � ._ _ �__�. _ __ .__... 1 18 �1258 a 209 � 78 7 24 149 5 102 Demand v veh/h ����-202 � 764 ^ 6 ' - _'__ -- --�`- ..Q, :, ( ).. Signal lnformation �� ��;, r r 1 ; Cycle, s 140.0 Reference Phase � 2 �� i ,„�' �� '�� . . , d..���._ __ --y I Offset, s 0 Reference Point End Green 12.0 89.1 20.5 0.0 0.0 0.0 Uncoordinated No Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 0.0 0.0 � ��', Force Mode Fixed Simult. Gap N/S On Red 2.0 3.0 2.0 0.0 0.0 0.0 i � Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustrr�ent Factor (f„) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 _- ..�. . . _ Heavy Vehicles and Grade Factor (fHv9) 0.984 ' 0.984 0.984 ' 0.984 0.984 1.000 0.984 0.984 1.000 ' 1.000 i 0.984 1.000 Parking Activity Adjustment Factor (fp) ; 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 , 1.000 1.000 1.000 _� ., � Bus Blockage Adjustment Factor (fbn) � 1 000 1.000 1.000 1.000 1.000 1.000 ' 1.000 1.000 1 000 S 1.000 ; 1.000 1.000 ..___�.._.._�.. : ,�.. : �,__ Area Type Adjustment Factor (fa) 1 000 1.000 1.000 1.000 1.000 1.000 1 000 1.000 1.000 + 1.000 1.000 1.000 _._� _. � .. I Lane Utilization Adjustment Factor (fiu) �1 000 1 000 1.000 1.000 0.952 1.000 �, 1 000 1.000 1 000 ' 1.000 1.000 1.000 �.._..��_ ,_. _ Left-Turn Adjustment Factor (f�r) � 0.952 0.000 0.342 0.000 ' 0.674 0.000 '� 0.743 0.000 Right-Turn Adjustment Factor (fRr) 0.982 0.982 0.000 0.847 0.893 0.893 � _' 0.854 0.854 ' _ _ . _.�� _ _ �._ __.-._ i . ....... .�.� ._ � .. Left-Turn Pedestrian Adjustment Factor (fi.Pb) 1.000 1.000 1.000 ; 1.000 _ _ �__ . _ _ . Right-Tum Ped-Bike Adjustment Factor (fRPb) a 1 000 � 1.000 1 000 1.000 Work Zone Adjustment Factor (f,:-Z) �. 1 000 1 000 ' 1.000 1.000 1.000 1.000 1.000 1 000 _1 000 ,� 1.000 ! 1.000 1.000 Movement Saturation Flow Rate (s), veh/h 1781 3518 189 650 3561 1610 1280 557 1113 1412 . 75 1522 _ �. . Proportion of Vehides Arriving on Green (P) 0.12 1.00 1.00 0.86 0.88 0.86 0.15 , 0.15 0.15 �j 0.15 ; 0.15 ' 0.15 � ;--•---- _,. _�. _�,�..____ Incremental Delay Factor (k) 0.04 0.50 0.50 0.50 0.50 0.50 0.04 0.04 j 0 04 ; 0.04 ' . . . � G .�.FµN . . �a'FY's }'�C . .i . _ . .. . . ,.. .. . , . . . � �q�1;� ' . ' -.. . . . . � 1.. .. �.G � {�v;�,��,y�i rci � � . � ; �, . . �':f , � .., „ : ' � -'�. . � �� Signal Timing / Movement Groups_� ^v�j, EBL EBT/R , WBL WBT/R NBL NBT/R SBL SBT/R . . __- : Lost Time (t�) � 5.0 4A 4.0 4.4 + 4.4 Permitted Saturation Flow Rate si� , veh/h/In 414 0 ., ' 650 ;�i Green Ratio (g/C) 0.75 0.79 , 0.66 0 15 ; , 0.15 - �,._.. ; ( ) r 1280 � { 1412 ; .oa... .__.�.. - Shared Saturation Flow Rate (s5n), veh/h/In � �� y � Permitted Effective Green Time (gP), s j 92.1 � 0 0 � 90 1 21.5 1 21.5 ' _ _ .� _...._r � _ Permitted QueueeSe'rvi ce Time (g�5 . s 14.3 t%O�O .� l 0 ' ' :�� 15.0 '',j (q ) '� 0 1 12 5 19.9 .; Time to First Blocka e r, s ) �- 0.0 .=,0.0 „� � 0.� ,,, �.c... 0 � ..+ � �.� �J 9 �9 ) r _.�. ,�... _ .� 3LL g Queue Service Time Before Blockage (g�s), s ? __ ... �.�- ' _..�__. .. .�... ._.__._ ._ .� Protected Right Saturation Flow (sR), veh/h/In , �� 0 Protected Right Effective Green Time (gR), s ' 0.0 _. , ;�.. ' �; _ ,_N... .�, Multimodal EB WB � NB � SB � ,. _......._.. ..�.�...�.�,._ v _,, a..e.� , .. Pedestrian F�� l F� 1.557 0.01 1.557 0.00 2.224 0.19 = 2.107 0.01 - ' . �. _ . . Pedestrian F5 / F�eray 0.000 0.054 0.000 0.089 ' 0.000 ' 0.158 ; 0.000 0.158 .. m. _ . ..�n.. , Pedestrian Mcorner l Mcu Bicycle Fvll F� ' � 1�53 642 0.86 123 642 T 1.17 '� 3 64 '� .. 51 01 � 292 74 51.01 .� ...._.. _..._.. .. ._ - _ - - _ , 0.17 � __ 3.64 0.44 � , iersity of Florida, All Rights , m - - - --- _ - -- - - -___ - HCS7 Signalized Intersection Input Data -!!1�" ;�: _ ,:,.,�' . Traffic Information Approach Movement ' Demand (v), veh/h T _ � Initial Queue (Qb), veh/h __ ,._ d = I Base Saturation Flow Rate (so), veh/h Parking (Nm), man/h �,` r. . _ . _ ._ . ,. :. _„-_�._ . _ _ ..._:.�� ��.;:. � Heavy Vehides (PHv), % �r..., _ . _ . .. � . , ,. a Ped / Bike / RTOR /h _ , Buses (Nb), buses/h U streamPFilter n I � '� Arrival T e A � P 9�) Lane Width (Vl�, ft , Turn Bay Length, ft� ' Grade (Pg) % Speed Limit, mi/h .. . . ' , � ti•:� �":�F' ry�y,T0.xi4 . Phase Information Maximum Green (G�naX) or Phase Split, s Yellow Change Interval (l�, s � Red Clearance Interval ( R�), s Minimum Green ( G,,,�„), s Start-U L .,- _, _.... p ost Time ( If). s Extension of Effective Green (e), s Passage (P7�, s ^ f � _` Recall Mode { Dual Entry i Walk ( Walk). s Pedestrian Clearance Time (PC), s �... EB WB NB SB L T R L T R L T R L T R .� .�. . . .,,,� _ �, �, ,, � 260 1347 67 � 37 1228 255 � 161 10 36 210 11 234 ; _- _._... _ ..�- 0 0 0 0 0 0 a 0 0 0 0 0 0 1900 1900 1900 1900 1900 ;1900 1900 ,1900 1900 1900 1900 1900 ; .�.. _. _ . _ -_, None None. None None `: . . . . .. _ __ . ._>.e.� ._. . ..,., _._ _._.�... _ . . ...,. .�.__i 2 2 ' 2� 2 2 � 2 2 2 2 0 0 0� 0 0 606 ' 0 0 10 0 0 120 �0 r Ow� 0 , 0 0� 0 0 � 0 0 0 0 � 0 :.... ;� �, _ _� :_..__._,_ 3 3 3 3 3 3 3 3 3 3 3 ! 3 1.00 1.00 1.00 1.00 � 1.00 � 1.00 ' 1.00 1.00 1.00 1.00 1.0�, � �,-��.� _ 12.0 12A 12.0� 12.0 j 12A i 12.0 ' 12.0 12.0 12A �� v� ___ .��. _ , 0, 0 235 0 0� 0 0 0 0 __. ! _ ..._ . _.�. _. _ _,..a-..:,..,. , . _ _ . 0 0 0 0 35 35 35 µ35 35 + 35 35 35 35 35 35 35 y� ' 'g��nyj'�/ d�v'�.' 'F �U M .nl _ . . �i`w ,'� l.�. � .� . . .. , . . .. _ ... EBL EBT WBL ' WBT NBL NBT SBL SBT ; �....�� - _., , 30.0 95A 65A � 45.0 45.0 :,.r� �,..,. ___--_ . . ., „- _�....__ , Aa 4A 4.0 40 + 34 3.4 3.0 � 3.0 f� �3.0 r� 2.0 � 2.0 .. .._...__ _. . 6 10 6 10 6 ' 7 6 7 .i 2.0 2.0 2.0 2.0 '� 2.0 . 2.0 2.0 2.0 -, 7 3A 5.0 {� 3.0 5.0 ; 3.0 3.0 3.0 3.0 { ; _ .�.�..�.._ ,.�._ .� 2.0 2.0 20 ; 2.0 , 2A 2.0 2.0 2.0 � ..._.�.u.a�__.�,. , _ . :��., , Off Min Off i Min Off Off Off Off i . . . .. ��.�..�..:�.�. -.. � . . ._ _ .. . _J No Yes No ? Yes No Yes No Yes � . ... _� 0. 0 7. 0 Q 0��~ 7.0 :� 0. 0 7. 0 0. 0 7 0 0.0 13.0 0.0 0.0 0.0 18.0 0.0 0.0 Multimodal Information 85th % Speed / Rest in Walk / Corner Radius 0 Walkway / Crosswalk Width / Length, ft 9.0 Street Width / Island / Curb 0 Width Outside / Bike Lane / Shoulder, ft i� 12 : _. _...,....��__�;, Pedestrian Signal / Occupied Parking � No ' r�'- General Information Intersection Information • �' • ��� � ' � �_.� _. ,_ . ... . „ __ __._._�__. Agency MEP Duration, h ��0.25 _,_:_._. �___.._._.___ _ _.._ _ _ _ ..__�_a.,�.�. : _ �. Analyst iMEP Analysis Date Aug 7. 2020 i Area Type Other '- . , _ _ _ ..�_ �.�. __ �� _ -• Jurisdiction v� Time Period PHF 0 95 ; _.._._.,____.._.�.�._ _ . . _�._._._.�..�.��.,.._--_ �._ -___._.. . _ Urban Street Analysis Year 2022 Analysis Period 1> 16:00 _' .... __.. .�...:,_:�..�.�w__�___ __ _ L...___..___T�.�l�. , Intersection 'SE 10th Ave & NE Park St File Name pm.xus , .�..�._� _.V..._ �. � .. - ---- __.._. ___. ____�.�_.� __ .._ ._.___. - Project Description jSE 10th Ave & NE Park St 2022 PM � •, '� `'. `. F` �. .. ' N :'j�'d ''!`.. :1� �� � � _ ST .,Y �.� �F 5'.v.. .. ... x ...�. _ .!�2C. _c. _ ?... ..• Demand Information EB WB NB SB _........�.: .a. :� d... ._..ee......,fi, .._... . . .-.. -.,. ...:...a.-.... ...,:._.,. Approach Movement L T R L T R L T R L T R _ .. _,... � Demand ( v), veh/h �' 260 1347 ' 67 37 1228 255 161 10 36 210 11 234 Signallnformation 1 __- ---�� ', ,_ �.,,r�?.�, _-- _�-, , I Cyde s 140.0 Reference Phase 2 �� � � � , _ - i-� '`i'' Reference Point End ��- -- { - - Uncoordinated No �`'` Green 10.9 78.9 30.8 i 0.0 0.0 � 0.0 I � set, s 0 Simult. Gap E/W On Yellow 4.0 4.0 3.4 ' 0.0 �' 0.0 0.0 � � Force Mode Fixed Simult. Gap N/S On Red 3.0 3.0 2.0 0.0 0.0 0.0 ' EB No 12 0 5.0 �9� WB NB SB .... _ _ , ._e. _._,_._v. , ._ _ 25 0 No 25 0 No 25 0 No 25 � _ _. ._�., . _�_ ..�, . 0 9.0 ' 12 0 9.0 12 0 ; 9A � 12 0 .__..._. _ _ _ ,:. ,__.�._,.:., _ _ . . _ . __ No 0 0 No 0 0 No 0 0 No __ ._. 2.0 12 50 20 12 5.0 2.0 12 5.0 20 ;..,...s.,e..�.�.o,..,,._ _L__.. ,m.. f�..._...�._-. . .,, 0.50 , No � 0.50 � No 0.50 No 0.50 ° .. . ,- -. _�. 1_,.:?il F2��yhis Reservec. � _ � :Sr;ce[5 �e:su:,n ,' � . . . , _. _ _ _..__ . � General Information Analyst Jurisdiction � Urban Street � Intersection Project Description �.� . Demand Information Approach Movement Demand ( v ), veh/h Signal Information Cycle. s 140.0 Offset, s 0 Uncoordinated No Force Mode Fixed --___ - - - --_ _ - - - --- - HCS7 Signalized Intersection Results Summary ��; �-�-,� -�.�xr�.� ;� , _ '.1:� . ria ... .� 4#; .. . . .1 ..... ..� . ... . Intersection Information _. . . . .._,_.._._:_. . _�.._ _ __ . .. _-� MEP Duration, h '0.25 _ _.. ...-___ �._._ . __ ..._. _ _ MEP � Analysis Date Aug 7 2020 Area Type 'Other ......�. .... ..� . _� r._.., _. __._.__._. _ .: .._ �. . _ , . ,._ _. , . . .. ,. , Time Period PHF 0.95 _»� .. __.,..__ . _.�._.� __m.._. _.. Analysis Year 2022 Analysis Period 1> 16:00 _ . : _,.o_.... SE 10th Ave & NE Park St File Name pm.xus _ ._ ._._.. _, . . . - - _ .: ... �. SE 10th Ave & NE Park St 2022 PM 5i.=�• � r,�v,,�, +•�^�� _R. S`.'IIv:�E�.Sie![ ..'_ " EB WB L T. Rs L.�_.._�. T ��_ i 260 1347 67 t 37 1228 "r . , ;: .. • � � il __ -- --- � � � �� � Reference Phase 2 � - � Reference Point End Green 10.9 78.9 30.8 0.0 Simult. Gap E/W On Yellow 4.0 4.0 3.4 0.0 Simult. Gap N/S On Red 3.0 3.0 2.0 0.0 : __.__...._ _� . ...r. s.. J � ... b ".� .. . � 9 ' t - 'i'�1�`sc Y ri' �� NB ; SB ._ _ - .___.�.... __ .�.__.,.-m-__ . _,.� R L T R L T R _ ,_.,....�. __, 255 161 ', 10 36 210 11 234 _y� i �i� I� � 0.0 0.0 � 0.0 0.0 � � 0.0 0.0 - _ _ _ I Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase . 5 2 6 8 4 _....-_.�._ �._..... .._.. .. , . . _. Case Number �� 1 0 � 4.0 5.3 . ! 6.0 ' , 6.0 ...__. _ ...._.., - . Pha se Duration, s 17 9 103.8 � 85.9 ' 36.2 � 36.2 Cha. _ _. �.. x . _,�. __ _ ,.�.,. , _ . .. g Period, ( Y+R �), s 7 0 i 7.0 ; 7 O. A*.'' 5.4 ;; 1 5 4 Max Allo .. ..._. .��..,.,. _: ,�..,:.., _ � � _.. n e w Headway ( MAH ); s 3.1 ' 0.0 0.0 3.3 � 3.3 � _, ; _ _.,,..,. �,. ., _ . ___ _ ,, _ ,. Queue Clearance Time ( g 5), s 10.4 29.9 j 25.8 _.... _ .- _ > Green Extension Time ( g e), s 0 5 � 0.0 0.0 I 0.9 i 1.1 ,.��..._... . , _ _ :�......._...�. ._ _ .d.... . _. . ., _ � Phase Call Probability 1.00 � 1.00 � 1.00 ,..a=r-.. ,. - _ .__��._ .. .,__�_ , . __ . Max Out Probability 0 00 0.03 ' 0.00 , =,�f , _ _ .a:*_ . '' . _. Movement Group Results EB WB NB SB _ _ - _ �- m.z... .._.� __.. ,_ ,� .. _ Approach Movement L� T_, R^ L T R ;: L T R L , T i R Assigned Movement 5 2 12 1 T `� ; ' 6 16 3 8 18 , 7 4 14 - . _ -.= z.� .-.�.,� ..� Adjusted Flow Rate ( v) vehlh 274 � 749 740 39 1293 205 ; 169 38 221 132 �..i_.-,. . _ _ ,._,. , . ..._ Adjusted Saturation Flow Rate ( s), veh/h/In 1781 � 1870 1839 354 1781 1585 1258 1655 1370 1607 �.._._ . _ _ Queue Service Time ( g 5). s 8.4 3 26.9 27.2 8.6 33.1 8.9 18.3 2.5 21.3 9.6 Cycle Queue Clearance Time ( g �), s ' 8.4 '�26.9 27.2 18.0 33.1 8.9 � 27.9 2.5 ; 23.8 9.6 ; � Green Ratio ( g/C ) .:.Q� i 0.67 �O_. .. • _ ._�...__,�...� 71 0.71 ' 0.58 0.58 0.58 0.23 0.23 0.23 0.23 ..�. __.p__. _ ___. � Capacity ( c), veh/h 345 . 1333 1284 229 2082 904 252 376 339 365 I _�_ _ - _.._....,- _ __ _ Volume-to-Capacity Ratio ( X) 0.794 0.562 0.576 0.170 0.621 0.227 ' 0.674 0.101 0.652 0.360 Back of Queue ( Q), ft/ln ( 95 th percentile) 228.9 408.8 408.5 ' 37.1 500.2 153.2 , 251.1 47.9 � 301 177.5 � ..,_ Back of Queue ( Q), veh/In ( 95 th percentile) 9.0 16.1 16.1 1.5 19.7 6.0 9.9 1.9 ' 11.9 7.0 -- _ _--_� _� _._ Queue Storage Ratio ( RQ )( 95 th percentile) 0.00 0.00 0.00 ; 0.16 0.00 0.00 0.00 0.00 � 0.00 0.00 _ , ._.., : a...�., .� Uniform Delay ( d�), s/veh 20.9 10.2 9.7 ! 19.4 19.5 14.8 ; 57.2 42.8 1 52.1 45.5 ,,.n��__ : __ ...... :.. ,�f;: -- Incremental Delay ( d z), s/veh 1.6 1.7 1.9 ' 1.6 1.4 0.6 1.5 0.0 1.2 0.2 ___.� ,, .. _..__ ._, .�-, _.._ Initial Queue Delay ( d�), s/veh 0.0 � 0.0 0.0 ' 0.0 0.0 0.0 0.0 0.0 ` 0.0 OA ,� �.:. _._..,.,.�:� Control Delay ( d), s/veh 22.5 ' 11.9 ' 11.6 21.0 20.9 15.4 � 58.7 , 42.8 ; 53.3 45.7 ; .� �.�� _ , . �. ... . _ .. , _ . .. _ _ , .. . . , ._�_ Level of Service (LOS) .V C �: B B a C C � B � E D D D Approach Delay, s/veh / LOS ! 13.4 B �20.1 ; C�� 55.8 E 50.5 D - - ----.: .. �__�a. .,...._..___._ y.�,.... e _. - _ Intersection Delay, s/veh / LOS � 21 g C L��� � . . �: 1 �� ':.4 L' tT . �. � Multimodal Results EB WB NB SB . _ �...� ... _ . . �. Pedestrian LOS Score / LOS 2 2 ; B � 2 4 B 3.1 C ; 2.9 ; C � .._. .�. , � _._e..�.. _...._. � Bicyde LOS Score / LOS 1 9 B ;L 1 8 ,' B 0.8 A 1.1 �4 A .. . .. . . _. ..---- - -._ __:. .._.- - -- - � - - -----�-- --.. ... -.- ..---._. __9__.._ . ... , , � -,: _ . . _ , iva. All Rlghts Reserve-_ �, Stree_ v�-s,_;; 7. i : acc ! �i7.7_c 2J '. � _ .� -.�� � - _ _.._ _ ---_ __ _ _ _ _ __ _ -- - - -- - -- - - -- _ HCS7 Signalized Intersection Intermediate Values � . _, . _ ;� ti���,�. , �,:., General Information Intersection Information _. � ._._.. .. ___� __ __. .s._ _ . _ ..__ ._ Agency MEP Duration h �0 25 j �_ .... __ .. __..---- _.._.m__ .. � .. __.__� _._ ,._. . �. n ---_ _-f__ _ _��.._. _� Analyst �MEP � Analysis Date Aug 7, 2020 Area Type 'Other ' Jurisdiction _ .. .._.. _r_._�__. ; Time_, _ .�_� ..,. _. ... ,___..... __ ... � , Period PHF �0.95 -_ _ . _ _.., ,_ , v...� . � __ _ _ _ _ . _ .. . � . . _ ��_ _ �. . Urban Street Analysis Year 2022 ; Analysis Period i1> 16 00 _-.m,___.___�__ ._._. ...., . _ � , . _ . . � v� ___. ,_� . . . _ Intersection jSE 10th Ave & NE Park St File Name pm.xus ���_.___ _ �.._.__.. -- _. __ .. _.. � ._ _ __ _ . . .. . _ ... _� . . _. ._ . �, _,_.._.�_.�....�.�... _ _ Project Description �SE 10th Ave & NE Park St 2022 PM , . , . � -, '. 4�.s � _ «..ur,r:. e�ti�.xe.yici�,�x.1., ?b_.r� � a3el.vqraS4i Sk�"• 'iv�si;�. '..: � . :..vS��a.:n ..� Demand Informatton � EB � WB , NB , y SB _ . . ,- -- .R.__. , _:. _. . _ _ , .. ___.. Approach Movement L T R� L� rv` � T R L T R L T Demand ( v), veh/h 260 1347 67 37 1228 ' 255 ; 161 : 10 36 210 11 R 234 Signal Information ° �� ' ' 1 � .._ . _.... _. Cyde, s 140.0 Reference Phase 2 �►� � � � '�� Offset, s 0 Referencep oint End Yellow 4. � + I --- - Green 10.9 78.9 30.8 0.0 0.0 a 0.0 Uncoordinated No Simult. Ga E/W On 0 4.0 3.4 0.0 0.0 0.0 � �I � Force Mode Fixed Simult. Gap N!S On Red 3.0 3.0 2.0 0.0 0 0 0.0 ' Saturation Flow / Delay L T R L T R L T R L T R Lane Width Adjustment Factor (f,�) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ._.�._.,.�,�._.. _._ : . _ .� ._. , Heavy Vehicles and Grade Factor (fHv9) 0.984 0.984 0.984 ' 0.984 0.984 ' 0.984 0.984 0.984 1.000 0.984 0.984 1.000 _ _ _ ,. _ . Parking Activity Adjustment Factor (f�) 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' 1.000 ' 1.000 1.000 1.000 1.000 __ _. . . ._,_�__..e.� Bus Blockage Adjustment Factor (fbb) ' 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 : 1.000 1.000 1.000 1.000 . _._,....,....�...- __ , --.�... Area Type Adjustment Factor (fa) ' 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lane Utilization Adjustment Factor (fiu) � 1.000 1.000 1.000 1.000 0.952 1.000 1.000 1.000 : 1.000 1.000 1.000 1.000 . . . _. _.., ._..,. .�,F�. .. . , , Left-Turn Adjustment Factor (f�r) 0.952 0.000 0.186 0.000 0.662 ' 0 000 ' OJ21 0.000 _._, _ . Right-Turn Adjustment Factor (fRr) 0.983 0.983 0.000 0.847 0.885 0.885 0.859 0.859 ._ __ _._ ._ _ _, > Left-Tum Pedestrian Adjustment Factor (f�pn) . 1.000 ' 1.000 1.000 ' 1.000 'i . _._ . : Right-Tum Ped-Bike Adjustment Factor (fRpb) ' 1.000 1.000 1.000 1.000 - . _ _ __� . _ Work Zone Adjustment Factor (f�-z) 1.000 1.000 1.000 1.000 1.000 1.000 1 000 � 1.000 1.000 1.000 1.000 1.000 Movement Saturation Flow Rate s, veh/h ; 17 4�.:. ��. O 81 3534 175 354 3561 1585 1258 ` 460 1195 1370 141 1465 Proportion of Vehicles Arriving on Green (P) , 0.09 0.71 0.70 0.57 0.58 0.57 0.23 0.23 0.23 0.23 0.23 0.23 ,,,.... _, _ � . . � - , .. . .. Incremental Delay Factor (k) 0.04 0.50 0.50 0.50 0.50 j 0.50 ! 0.05 ' 0.04 ' , 0.06 0.04 _ _. . ,,�, . �.T � _ • ., . _ _ _ , � � , � -. - , , . . , . _ ��:�., ,. . , � . , Signal Timing / Movement Groups EBL EBT/R WBL WBT/R ' NBL NBT/R SBL SBT/R _ �_�.,. �..:..w_��.,�_.._ ,... _. .. , . 9....�.��.,,w.. ,.r..._. Lost Time (t�) .. . • 6.0 4.0 _ 4.0 ,._:�_.._.�-__ __. _..t.� 4:4 _ . _ 4.4 Green Ratio /C 0.67 0.71 0.58 � � 0.23 0.23 �9 ) Permitted Saturation Flow Rate (sp) veh/h/In � 427 v�0 �� 354 a ��1258 1370 _ : __. �. '.___..�...�.--.. _ _. v Shared Saturation Flow Rate (s5r,), veh/h/In ; � �� ! Permitted See icle Tmre (g )I se I 46.6� �•"0 0 ,p� � T 70.4 �22 3 ���J` 31 8 (g��), s _81 9 0 0 , J 79.9 31 8 � � ; 29.4 _ ..� __.� _ � Permitted Queue Service Time (gps), s 46.6 8.6 18.3 � 21.3 Time to First Blockage (gr), s OA 0�0 �^ 0.0 R�7 0 0 j�� 0 0 � Queue Service Time Before Blockage (gr5), s �m �� �-�' � Protected Right Saturation Flow (sR), veh/h/In j�- F� •- p R ��. ���.� Protected Right Effective Green Time (gR). s , 0.0 ,�N " a��Ti ' . �� - . P' - .'.�'M�frY" Y. -.' . � . � �l].M"}. .;.: k�.3�LfM.i�� Multimodal EB WB � NB SB _ , _�_.... . ..�� ,.,.�....._.�..,_..��.�,. ..._.._ ._,..�._ Pedestrian Fw- l F� 1.557 0.01 1.557 0.17 ', 2.224 0.09 2.107 0.00 Pedestrian F5 / F.:�e�ay � ' 0.000 0.076 0.000 0.104 0.000 , 0.150 0.000 0.150 , �, P2C�2Stf181"1 Nlcorner l �/lcw ... ,'.i , . � .. . . . � .. . �.... . . . _ .�. _ . .. .. .. . . ,i Bic cle cb / dn �___ _ _ _ y . .,,1382.32 6.68 1126.71 13.35 44Q54 _ 42.56 440.54 42.56 Bicycle FN l F� j-3.64 1.45 a -3.64 1.27 , -3.64 , 0.34 -3.64 _ 0.58 r '^ _'- v�rsity of Florida, All Rights ";' �r�io 5' ZXZ'NOSK�Sxd OOT6 i QdnO£S OZ�6��5T OZOZ-g33-bi NOSK3S x��d � 80'T 00'T 6i0Z/T£/ZT - 6IOZ/6Z/ZT ES 60'T i0'Z 6TOZ/8Z/ZT - 6ZOZ/ZZ/Zi 25 Oi'T ZO'T 6TOZ/TZ/Zi - 6ZOZ/SZ/ZI T5 80'Z 00'T 6i0Z/bt/Zi - 6TOZ/80/ZT OS 90'Z 66'0 6TOZ/LO/Zi - 6ZOZ/ZO/Zi 6b 50'Z 86'0 6TOZ/0£/TT - 6TOZ/�Z/ZT 8� £0'i 96'0 6TOZ/EZ/iT - 6TOZ/LT/iZ L� ZO"T S6'0 6TOZ/9T/TT - 6ZOZ/Oi/TZ 9� £0'T 96'0 6TOZ/60/ii - 6ZOZ/�0/TZ S� b0'T L6'0 6TOZ/ZO/TT - 6TOZ/LZ/OI �� SO'T 86'0 6TOZ/9Z/OI - 6TOZ/OZ/OT �� 80'T 00't 6TOZ/6T/OT - 6TOZ/£T/OZ Z� OI'T ZO'i 6TOZ/ZT/OT - 6ZOZ/90/OZ T� ZI'i 60'i 6TOZ/SO/OT - 6TOZ/6Z/60 0� bT'T 90'i 6ZOZ/8Z/60 - 6ZOZ/ZZ/60 6£ 9T'i 80'T 6TOZ/TZ/60 - 6TOZ/Si/60 8E 9Z'I 80'T 6TOZ/6Z/60 - 6i0Z/80/60 L£ LT'I 60'T 6TOZ/GO/60 - 6TOZ/ZO/60 9£ LT'T 60'T 6TOZ/T£/80 - 6ZOZ/5Z/80 5£ LT'I 60'T 6TOZ/�Z/80 - 6i0Z/8T/80 �£ LT'I 60'I 6TOZ/LZ/80 - 6TOZ/TT/80 �£ 8Z"T OT'T 6TOZ/OT/80 - 6IOZ/�0/80 Z£ 6T'Z TT'T 6TOZ/EO/80 - 6ZOZ/8Z/LO Z£ 6T'i ZZ'T 6ZOZ/LZ/LO - 6TOZ/iZ/LO 0£ OZ'i ZT'T 6TOZ/OZ/LO - 6i0Z/bT/LO 6Z 6T'T ZZ'T 6TOZ/ET/LO - 6TOZ/LO/LO 8Z 6T'T TT'T 6TOZ/90/LO - 6i0Z/0£/90 LZ 8T'T OZ'T 6TOZ/6Z/90 - 6TOZ/�Z/90 9Z LT'T 60'I 6ZOZ/ZZ/90 - 6i0Z/9i/90 SZ LT'T 60'I 6TOZ/ST/90 - 6i0Z/60/90 bZ ST'T LO"Z 6TOZ/80/90 - 6IOZ/ZO/90 EZ bT'I 90'T 6TOZ/TO/90 - 6i0Z/9Z/50 ZZ ZT'T �0"T 6TOZ/5Z/SO - 6ZOZ/6T/50 ZZ OT'T ZO'T 6TOZ/8T/SO - 6TOZ/Zi/50 OZ 60'T ZO"Z 6TOZ/Ti/SO - 6i0Z/SO/SO 6T 90'T 66'0 6TOZ/�0/50 - 6IOZ/SZ/�0 8T 50'Z 86'0 6TOZ/LZ/�0 - 6i0Z/ZZ/�0 LT� fi0'Z L6'0 6TOZ/OZ/�0 - 6i0Z/6T/�0 9i� ZO'T 56'0 6TOZ/£i/�0 - 6i0Z/LO/�0 Si� i0'T �6'0 6TOZ/90/�0 - 6i0Z/Z£/£0 �Z+ 00'T �6'0 6TOZ/0£/£0 - 6TOZ/�Z/�0 £T+ 66'0 Z6'0 6ZOZ/£Z/£0 - 6TOZ/GT/£0 ZZ+ 86'0 Z6'0 6TOZ/9T/£0 - 6TOZ/OT/£0 TT� G6'0 06'0 6i0Z/60/£0 - 6TOZ/EO/£0 OT� L6'0 06'0 6TOZ/ZO/£0 - 6TOZ/�Z/ZO 6+ L6'0 06'0 6TOZ/£Z/ZO - 6TOZ/GT/ZO 8� 96'0 68'0 6i0Z/9Z/ZO - 6TOZ/Oi/ZO L� 66'0 Z6'0 6TOZ/60/ZO - 6TOZ/�0/ZO 9� ZO"i S6'0 6i0Z/ZO/ZO - 6TOZ/LZ/TO S+ SO"T 86'0 6IOZ/9Z/i0 - 6TOZ/OZ/TO b 80'i 00'T 6TOZ/6T/i0 - 6ZOZ/ET/TO £ 60'T ZO'T 6TOZ/ZZ/TO - 6ZOZ/90/ZO Z ot�t zo�z 6ZOZ/SO/IO - 6TOZ/ZO/IO z ---------------------------------------------------------------------- 3�Sd 3S S3S.KQ ?i��M £6 ' 0 � 3�OinI �QIMA,Li�IJ ��ffOH�3�}IO 0 0 T 6 � �?IO��.I�K� 'i'IK ��dA,L ,L230d32i - ,L2tOd�2I 7.2I0�3.LK� 2IO,I.�K3 NOSF73S ?iK�d 6TOZ COUNTY: 91 STATION: 0007 DESCRIPTION: SR 70, WEST OF SR 710/EAST OF OKEECHOBEE START DATE: OS/07/2019 START TIME: 1100 ----------- - - - - ------------- - ------ - ---------------------- - ----- - - ------------- DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 27 25 17 18 87 24 18 11 13 66 153 0100 11 15 15 12 53 12 15 16 9 52 105 0200 10 8 9 10 37 9 9 12 6 36 73 0300 11 14 12 20 57 9 6 20 21 56 113 0400 21 27 28 42 118 11 19 31 39 100 218 0500 67 71 82 128 348 40 51 55 79 225 573 0600 157 191 177 145 670 95 117 93 180 485 1155 0700 164 154 157 157 632 160 183 240 291 874 1506 0800 148 148 129 121 546 232 205 202 208 847 1393 0900 128 138 118 163 547 187 177 186 170 720 1267 1000 150 150 137 149 586 149 192 170 141 652 1238 1100 188 184 161 165 698 177 193 187 180 737 1435 1200 203 176 211 218 808 180 165 200 202 747 1555 1300 194 198 198 174 764 175 186 177 180 718 1482 1400 213 186 197 180 776 200 165 173 177 715 1491 1500 210 185 211 179 785 163 179 178 204 724 1509 1600 222 255 238 283 998 214 234 228 228 904 1902 1700 257 270 265 204 996 238 248 236 215 937 1933 1800 189 187 202 146 724 215 209 184 170 778 1502 1900 154 149 152 127 582 139 146 109 117 511 1093 2000 132 122 117 109 480 115 117 96 88 416 896 2100 100 84 68 62 314 69 73 56 50 248 562 2200 54 52 43 40 189 51 48 41 34 174 363 2300 37 38 24 24 123 27 25 23 33 108 231 ----------------------------------------------------------------------------- 24-HOUR TOTALS: 11918 11830 23748 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 700 632 730 968 730 1578 P.M. 1645 1075 1645 950 1645 2025 DAILY 1645 1075 730 968 1645 2025 TRUCK PERCENTAGE 14.91 14.72 14.81 ------------------ - --------- - - - --- - ----- - - - --------------------------------------------------------- CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 24 6765 3352 6 540 103 25 387 682 30 0 1 3 0 0 1777 11918 W 32 6723 3334 7 557 117 13 343 676 21 2 0 5 0 0 1741 11830 GENERATED BY SPS 5.0.49P r- COUNTY: 91 STATION: 0019 DESCRIPTION: SR 70/700/US 98, WEST OF SR 15/US 441 START DATE: 08/06/2019 START TIME: 1000 DIRECTION: E DIRECTION: W CO�IBINED TIME 1ST 2ND 3RD 4TH TOTAL 15T 2ND 3RD 4TH TOTAL TOTAL 0000 17 12 15 8 52 18 22 22 14 76 128 0100 20 11 4 10 45 14 11 10 10 45 90 0200 7 5 3 5 20 15 10 9 5 39 59 0300 10 9 7 8 34 2 10 5 3 20 54 0400 15 10 21 43 89 11 14 18 23 66 155 0500 31 49 68 105 253 24 25 30 39 118 371 0600 101 105 102 120 428 54 68 80 90 292 720 0700 113 123 165 215 616 98 95 130 162 485 1101 0800 157 142 138 138 575 131 109 118 142 500 1075 0900 128 128 151 132 539 132 139 139 161 571 1110 1000 137 133 156 151 577 151 132 175 140 598 1175 1100 149 138 154 169 610 174 169 138 167 648 1258 1200 140 189 144 154 627 178 197 192 168 735 1362 1300 165 154 170 140 629 165 150 178 148 641 1270 1400 120 139 149 158 566 184 169 148 165 666 1232 1500 151 152 163 165 631 150 187 167 196 700 1331 1600 166 191 170 174 701 147 245 186 180 758 1459 1700 212 181 182 162 737 248 202 212 212 874 1611 1800 156 169 136 110 571 189 189 149 144 671 1242 1900 111 109 100 95 415 138 130 121 113 502 917 2000 74 83 80 86 323 101 107 92 70 370 693 2100 68 41 54 45 208 71 64 61 42 238 446 2200 52 35 30 37 154 38 45 45 26 154 308 2300 27 20 17 18 82 � 44 26 18 16 104 186 -------------------- - ---------- - -- - - ------------------- - ------- - ---------------- 24-HOUR TOTALS: 9482 9871 19353 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 730 679 845 552 730 1211 P.M. 1645 749 1700 874 1700 1611 DAILY 1645 749 1700 874 1700 1611 TRUCK PERCENTAGE 11.53 12.06 11.80 -------------- - - -- - ------------- ----------- - ----------- - ----- - --------------------------- - --- - --- CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 20 5618 2751 5 390 81 3 267 334 12 0 0 1 0 0 1093 9482 W 24 5637 3020 4 458 107 12 285 287 30 0 0 7 0 0 1190 9871 GENERATED BY SPS 5.0.49P [ . COUNTY: 91 STATION: 5012 DESCRIPTION: SR 70, EAST OF SR 15/700/US 98/441 START DATE: OS/07/2019 START TIME: 1200 DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 15T 2ND 3RD 4TH TOTAL TOTAL 0000 30 25 17 16 88 25 19 11 14 69 157 0100 11 16 13 13 53 12 15 14 10 51 104 0200 9 7 10 8 34 10 9 9 7 35 69 0300 12 11 12 18 53 8 6 20 22 56 109 0400 23 27 26 42 118 10 19 30 43 102 220 0500 65 71 81 138 355 38 53 58 77 226 581 0600 159 201 178 141 679 96 119 109 1'72 496 1175 0700 161 163 150 170 644 165 183 234 295 877 1521 0800 145 150 125 124 544 244 205 222 195 866 1410 0900 136 126 123 162 547 193 182 172 180 727 1274 1000 149 151 146 152 598 151 184 171 148 654 1252 1100 150 191 162 174 677 159 188 165 189 701 1378 1200 206 181 213 224 824 194 169 204 213 780 1604 1300 210 204 193 180 787 173 185 176 180 714 1501 1400 203 185 198 194 780 191 175 167 182 715 1495 1500 203 189 216 179 787 172 172 189 212 745 1532 1600 234 252 245 266 997 200 241 239 219 899 1896 1700 268 266 268 209 1011 246 257 219 222 944 1955 1800 209 184 201 148 742 224 204 186 171 785 1527 1900 152 154 153 128 587 138 149 110 110 507 1094 2000 145 128 116 116 505 113 122 89 94 418 923 2100 99 78 75 63 315 70 71 59 50 250 565 2200 53 53 42 44 192 51 45 37 36 169 361 2300 31 42 23 24 120 28 25 23 30 106 226 24-HOUR TOTALS: 12037 11892 23929 PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 700 644 730 978 730 1593 P.N. 1645 1068 1630 961 1645 2009 DAILY 1645 1068 730 978 1645 2009 TRUCK PERCENTAGE 16.08 16.73 16.40 CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 39 6278 3785 23 694 99 22 409 656 27 0 1 4 0 0 1935 12037 W 35 6040 3828 17 800 105 14 329 686 35 1 0 2 0 0 1989 11892 GENERATED BY SPS 5.0.49P c TABLE 7 Generalized Peak HOuI' Di1'eCtlOnal Volumes for Florida's Urbanized Areas iF" . - 2n 2'�.'15J .. �7+' i �. ` u�� ^5����,� �•• A ^�"'."1° ' ',,�9 ° � '��s ;a�-'��,J-���a��,��."�"� ����,�1`1�=�`�. ... _ `� "._..._. . . . �s �..,... STATE SIGNALIZED ARTERIALS FREEWAYS Class I(40 mph or higher posted speed limit) Lanes Median B C D 1 Undivided * 830 880 2 Divided * 1,910 2,000 3 Divided * 2,940 3,020 4 Divided * 3,970 4,040 Class li (35 mph or slower posted speed limit) Lanes Median B C D l Undivided * 370 750 2 Divided * 730 1,630 3 Divided * 1,170 2,520 4 Divided * 1,610 3,390 Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by thc indicated percent. ) Non-State Signalized Roadways - 10% Median & "Curn Lane Adjustments Gxclusive Exclusive ndjustment I,anes Median Le(i Lanes Right Lanes ['actors j I Divided Yes No +5% � 1 Undivided No No -20% � Multi Undivided Yes No -5% Multi Undivided No No -25% , - - - Ycs + 5% One-Way Facility Adjustment ' Multiply the corresponding directional volumes in this tablc by 12 BICYCLE MODEz (Multiply vehicle volumes shown bclow by numbcr of i directional roadway lanes to detcnninc two-way ma�cimwn scrvice , vO�1I111C5.� UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 1 Undivided 580 890 1,200 1,610 2 Divided 1,800 2,600 3,280 3,730 3 Divided 2,700 3,900 4,920 5,600 Uninterrupted Flow Highway Adjustments I Lanes Median [?xclusive Icll lanes ildjustment lactors � 1 Divided Yes +5% , Multi Undivided Yes -5% � Multi Undividcd No -25% ! 'l�aluc. �ho��n.ircpm.cn�cd,upce�klum�ireiion.J���lumc.� rlc�chol�ci�icc.md � ire fi i Ih� iuloin. bil iliucl: ni� dcs wd� �p ili alh lulcd �I hi � f tl I d�i�s nul � '�+n�liiui t.7,ind ird m I 5h n�l I l t u.�cd nlc li r_ n ��il pl.innin �ippli .itii n,<. Iltc -_ �nm�.ut i nt �Jrl< linnt ��hi�h Ihi.� I.iblt i lu'i��d,h uld br us �J I��i ninr� .-p�ci(ic � plannin . ip��licalions. "I�hc l.iblc and dcricin!, rninpulcr moJcl.� should nul bc used li�r enrrid��r nr int��i,:eclion de>i� n. ��here ui ir� i�linad Ic.:hniyu�•, •�isL (':ilcul.ilinus a�t � I,�.iscd �m plannin�. applicuion� uf�hr I It?rl nnil ihc I ransil ('ap:icil� and Vu;ility oC � ticrri��c ��ianu:d. � � I_e��l t s rvic �ia lh� bic.�� Ic,ind p�d .truin m�Jo� in dii,� i il I i. b,i;cd un numhcr nl c�hicl �,,. uol numbu� nl bi��' luls nr pcd tilriuns usm � ih�• lucilit��. � ' L3usc, per hour _aho�� n:uc unl}� I��r thc �x.ik hour iu tho �inglc diroctiun ul'tlic hichcr tral7ic Il�.r�l, � . i PEDESTRIAN MODEZ # c:,�,�,�,� i,� .�, i,� �ra �� ;�,, � �i,i� ���i,��� �,d���� �i�r,��au � (Mult�ply vehicle volwnes shown below by number ot� >>� ��,i �,F,�,�;�,,I,I� tor ii�.�� ie� ��i ot,cr� �cc irur� _radc P„r iha .�uiomohil�� ��,��dr_ direcuonal roadway lanes to determine two-way maxfmum scrvice ,�,Iwn � u�� ih ��, I� ci oi ,r�� Ic�� u bc�u�,�� �r b �u c ini�� �i.�n c.�p, iiics ha��• i jVO�UIt7C5.� licen r�,i�hr�l. I��ur Ih� bicvclr nindc, thr Ic�cl nl s�i� i�� Irltci _r,id� (indudin� P) is nul ! uahi��.ihlc hc�.m.r ihcic is uo in.i�iinmu �ehid�• �olunic Ihr���hold usin_ tahlc inpuf � `i .SIC�OWa��C COVP�1'1g0 g C � E ����. �':ducdcl.mlN. .. 0-49% * * 140 480 `„�,,.�.�. 1 50-84% * 80 440 800 � ri�,�;d.�i>,,,.��u,����,c�,t i�;��„i,�,���.����,�, r � ' .S��stuu Im �lem ntaiiun 011i�c n� � i h � r': _ 85-100% 200 540 880 >1,000 i���,,. ,,,,� ni�,� _,� i,i,,������ _.�.�����. ;�� � � q ' � BUS MODE (SCheduled Fixed Route)3 `��h"�' ��- � ` z �'y : ' � r ��, � (I3uscs in pcak hour in peak dircction) �k ' ' ' � �- `' � } � , -,� �, " � ; � Sidewalk Coverage B C D E {{ e' _� yf "�r�;� �' ` § ` ' 0-84°/a > 5 > 4 > 3 > 2 � ,f' �� k�"� �, "` �"�� • �, �, - d,��. �.,�'Ir ` a �, ? K a c �. � 85-100/0 >4 >3 >2 >1 � � . o � QUALITYILEVEL OF SERVICE HANDBOOK Lanes 2 3 4 5 6 Lanes 2 3 4 5 Core Urbanized B C D 2,230 3,100 3,740 3,280 4,570 5,620 4,310 6,030 7,490 5,390 7,430 9,370 6,380 8,990 11,510 Urbanized B C D 2,270 3,100 3,890 3,410 4,650 5,780 4,550 6,200 7,680 5,690 7,760 9,520 January 2020 �9y_. ,�__� E 4,080 6,130 8,170 l 0,220 12,760 E 4,230 6,340 8,460 10,570 Freeway Adjustments nuxiliary Ramp Lane Metering t- I,000 + j% ; Paved j Shoulder/Bicycle ' Lane Coverage B C D E � 0-49% * 150 390 1,000 50-84% I I 0 340 1,000 > 1,000 � 85-100% 470 1,000 >1,000 ** Ei *« :,: * * ; ;�'� ** *+ ;''; � 9k E ;� 800 I �a 1,700 �'�;�� 2,560 �',i 3,420 ' ii a Land Use: 820 Shopping Center Oescrlptian A shappi�g center is an inCegrated group of cornrnercial �stabl�sh.ments thaz is pianneti, developed, owned. �ntl +r�ana�ed as a unit. A shoppang c�enter's co�posltian is related to its market area m aQrms of size. iocat�an. and type of store_ A. sho�p�ng center alsn provides on-sit� parkmg facilities suffiraentta serve its own park�ng demands. Factaryr outtet c�nter i;Lantl iJse 823� is a related use. Additianal Data Shopping centers. including neaghbarho�od centers. cctrr�munity cente�s. regional centers. and s�uper rcgional cer,ters. were surve/2d for thas land use. S�rnE of thes� centers tontained nan-rnerchandesing �seilimes, such as offic� bulldings, mowie the�ters, restaurants, post s�ffices, banks, health cl�ubs. �nd reereatidnal f3cili�aes {far exarnple. �te ska�ng rinics or mciacsr mrniature golf courses}. Many shopping cerrter�„ in addition to the irnceyraked urait oP shups in one b�ilding� or enclased around e meil, include outparcels (peripheral buildings ar pads located on the perimeter of the center adjacent to the streets and major access pointsj. These buildings are #ypically drirre-in banks, retall stores, restaurants, or smal! ofiices. Although the data herein da not indicate vuhicF� of the certters studied included peripheral buildings, it can be assumed that some of the data show their effect. `tne vehiGe trips genewated at a shopping cenler are b�sed upan �e tot�9 �GLA af the cenfer_ In cases af srnaller centers without an enclased m�ll or peripheral build3ngs. the GLr� could be the s�me a� the gross floor area of the bwlding. Time�af-day dastribution data far this land use are presented in.�.ppendixA_ Forthe 10 general u�a�,' SWburban s�tes witih daka. the av8rall highest vehiGle volumes during th�e Af�1 and PM on a w�ekday �we�e eovnte�� belween 11:45 a.m. and 12:45 p_rn. and 12:1 �i and 1:15 p.m.. respectiwaly. ihe a�erage numbers di person trips per v�eh,cle tnp at tt�e 27 general urbanlsuburban sites at whlch tsoth person tri� �n� veh�eie tnp data were colfected �nrere as foJlows: • 1.31 during 'ab'eekday, .4;41 f�eak Hour of Generator • 1.43 during',+4'eeicd�y, Peak. Hour afAdjacent Slr�et TTaffic, nne haur behnreen 4 and 6 p.rn. • 1.46 during Weekday, PM Peak Hour of Generator °��se si4�s vvere surveyed in the 1980s. th� 1�JS�s. the 200ds, a�rd the 2d10s in Alberka. (C.�,PJj, British Columbia {CANj. Catlifornia. Colorado. Canr�ecticut. Delavrare. L�lstrict of Columb�a, Flonda. Georgia. illi�aoas, Indiana. lowa, Kansas, Kentucky, Maine, Maryf�r�d, �lassachuselts, Michigan, Mannesola. Neyada, New 9��sey. N�w York, f�orth Carolin�, Ohio, Ok:lanorraa�, S]regc�n. �er�nsy�9varsia. South bakata, %nnessee, Tex�s, V�rrnont, Uirgin,a, +A�ashington, Vtrest Virgini�, �nd �Nisconsin_ Source Numbers 105, 110, 154, �a6, 159�. 16fr, 150. 198. 159. 202. 204, 211, 21�, 239. 251, 2�9, 26b, 26'9�, 294, 295. 299. 300. 301. 3(}4, 305. 3�i. 308. 309. 394, 313. 314, 31�, 316. 3�7. 339. 356. 365. 37�, 385, 39U, d00. 404. 414. 420. 423, 428, 437, 440. 442. 494. 446. 507. 562, 580, 598, 629. 558, 702, 715. '12$, 8�8. 87C�. 871. BSD, 8�9. 9tJ8, �t2, 9a5, �26, 936, 944, g45. 96t�, 961, 962. a73, 9�4. 978 ,� T �F� :�eneratia^ 4lanuai 1�,1,^ cdition �'v'alurre 2 Gata • R�t�il;Lar� Uses FiC•�-8�i 137 � Lar�d Use: 820 Shopping Center Descrlption A, shappi�,g cente�r is an ia�tegrated group of cflrnrnerciat estal�lash�rients that is �lannetf, deueloQed. owned. and rr9an�ged as a unit. A shapp�ng center s compos�tion is related to �ts rnar9cet �rea in terrns at size. ���catia�r. and ty�e of store. k sMo�pang �enter alsd pro�ides o�•site pa�kmg taci�ities suffic,eni to serve its otivn park�ng demands. Fattary outlet center �Land Use 823j is a releied use. Additianal Data Sh�pping cente:s. mcluding ne�ghbor�hoad �enters. crnnrnunity cente+�s. regional centers. and super rec�ianal cer�te�s, were surye�ed for this land use. Sc�rs�e bf these centers contained non-rnerchand9sing facili�es. such as affice ouiidings, rnavie theaters, restaurants_ past offices, banks, health clubs. and recreaCicrn�l f�cilif�es {far exarnple, �ce sk�'�ng rinics ar ir�door monla�ur� golf +r�surses}. Many shopping cerrters, in addition to the inDe�grated unit uf shops in one bualding or enciosed around a mall, include aukparcels (peripheral buildings or pads located on the p�erimeter of tfie center adjacent to the streets anr9 major access pointsj. 7hese buildings are typically dri�e-in banks, retail stores, restauranis, or small offices. Althaugh the data herein da not indicate which of the cerrters studied inclUded peripheral buildings, it can be assumed that som� crF t�he data shawtheir effect. i'he vehlde tri�s g�nerated .at a shopping cen�er zre �based up�on 'Che total GLrti. of th� Cer,ter_ In cases af srnaaier �enters without ar� enciosed mall ar peripheral buiidings. the GL_rt could b� the sarne as the gross floar �rea of the bu�lding. Time-of-d�y d�stribution data for this land use are presented in App�endixA_ For the 10 ger�eral ��rban! suburban sgtes uw�� data. the auerall highest veh�cle voiumes dunng t#�e ANI ar,d Ph11 on a wa�k�ay �n�e� counted bziween 11:45 �.m. a�,d 12:45 p.rn. and 12:1§ and i:15 p.m.. resp�ctively. 7he average numbers od person trips per ;�ehscie tnp at the 2r' gen�ral urban/suburban sites ai which both �ersan trip and veYricle trip data were colletted were as failows: • 1.3� during Vb"eekday, A�if Peak Hour nf Generatbr - 1.43 dwring ��Veek�lay, Peak H�ur of h,dja�ent S�aeet firaffic, ane hour bet�nveen 4 and 6 p.m. � 1.46 during 4�'eeicday, PM Peak Hour oi Gerseratc�r The sitea were sur+�eyed in the i�BUs, the 19�Os, the 20L}Os, and the 201 os in Albert� �Ca�J), British Columtria {C�N). Ca�ifomia. Colarado. Connecticut. De�aw�r�. District o` Columb�a, Flonda. Geargia, lllino35. Indiana. lowva, Kansas. Kentutky, Maine, Maryla�d, dul�ssachuseits, fulic�igan_ Mhnnesc�ta. Nevada, New Jersey. New York, Narth Carolia�a, OFrio, Oklandana. Oregon, pennsy�vania, South ilai�ata, %nn�ssee, i'exas, Verrnont Virginaa, +lVashir�gtan, '�h+e5t �firginia. �n� }l4'isco�,sir�_ Source Numhers 105. 11d_ 154. 156. 155, 166, 19Q. 198. 199. 2Q2. 2C�4. �11, 273, 239. 251. 259. 260, 2�a9, 294, 295. 299. 300. 3D1. 304. 305. 30;. 30�. 309. 37�. 315, 314. 31�, 316, 377. 379, 3a6. 385. 37fi, 385, 394, 40(), 444. 414. 42Q. 423. 428, 437, 444. 442, 444, 446, 507, 662, 58Q, 598. 625, �5&. 7C}2, 715. 72t�, 866. 870. 671, BBfl. 899. 908. 912, �15. 526, 536, �44, 546, 96a, 961, 962, 9�'3, 5:�4. 9'?8 � T�p :�eneration +,lanua, iC1-� =�ition �'�oluR.� � Cata' ii2t31I ;Ld^� U5E5 B��M`9<_�i 137 Shoppint� Genter (820} Yehiele Trip Ends vs: 140Q Sq. �t. �LA C)rt a: WYeekday Setting/Location: General�lrbanl�uburban NumC�r of �tud es- 14' 100�� S�_ Ft. ia'�':. 453 �irertian.�� C%15:'Itn,jtl�7ll: 7�n;c 2^tB�ill�y, $'l�:_, �XI"11'y Vehicle Trip Generation per 1040 Sq. Ft. GLA ,,,�.rra��F �.�,te �an�¢ �f ��ate:_ Standa�d Devialiora ;' 'S � .4t - 20?.48 16.41 Data Plot end Equation 5��,� r � i ri�, � If I c e}.'.i,D:�O( w C � � a.,oCo� 2�.oCU I PJ.P_C' x � JC � � � %� f X —_ -`>C Xx ,X ____ _ -- � X y. + X � __ ' : � 7c - � ){ r X x _3C-- _ x }� X x � - }cX �� X JCX X ���- -_-�� X� � X� � ..:'-- 'X� y� X 3�f' �'jX X X X � 'Y.' � ,X�x � � � }� x:�� � � � 'x x � e_-' x,� x tJ y�0 1,L1:�= 1 =+ ,Y.; _ �� I I�IQ 4q, Ft. 'v"Lti < Study Site Fittcad Curve �, - Avrrage Rate Fitted Curve Equation: Ln(TI = O.SB LnIX� + 5.57 R== U.TB 138 Trip r�r,erat:cn !,i�nu.3i ' D[n Ed:tio^ -'�Iotume 2: �ata • Retai iLynd �Jses 2�0-4y9) ■l��' m Shc►pping Center �82C1} Vehicle Trip Ends ys: '�404 Sq. Ft. GLA On a: Weekday, Peak F[our of Adjacent StFeet Traf€'sc, t7ne H4e�r 6e#ween 7 and 9 a.m� 5ettinglLocation: General UrbanlSuburban N�.imbzr of StucJ;es: G4 1 �f7��� �q_ Ft. f3u`�.: 3��1 Direrti�n�l Gistrib�.iti�,n: F�`;,_ er�t�rn��, 385:, exiting Vehicle Trip Generatic�� per 1000 St�. Ft. GLA �':verag� �ate Ran�e �f rc�C�.;:3 �tanda.rd C�evral,on �� :��4 i;.18 - 2:5. r' 4 G.8 i Data Plo# and Equa#ian � :.�� W u F= i� sca 'v_ �" t �� � � x � � � F -' ��` X --' x - -- - x x xX X x -_ __- : _ � , _ �- ( � ` _ -' ^X X - -"X X a��, � ' X7C'� � X JC. X X � ��'���-;� x �� x •',�` �� � � x r,c 0 ' Study Site 1 pr: 74 = t 00G Sq. Ft + L�, fitted Curve - -� � Averaye RaRe 1.78 R�= I1.50 � T-c� �en�ratio� �Aa�ua 1C1"� =�ition •'w'�IuirF � Cata � Rat�il ;La�d Us�s BC-�-B��i '139 � 0 � Shopping Center �820� Vehicle Trip Ends vs: 1d0a Sq. Ft. GLA Ore a: Weekday, Peak �-four oi Adjacent Street Traffic, Q¢te Hae�r Betwe�n 4 and 6 p.m. SetkinglLacation� Cyeneral UrbanlSuburban ���um,6er �f 3tu�1'es 2h` 1 DG��� `�q. Ft. i_�'�is. :;2? �irFcki:.�n�l CiszriG��tiwn: 4�3-��; enter,nc�, ai`.�� exi:�n� llehicle Trip Generation per 1000 Sq. Ft. GLA ?':�:zr�ge �x�3re Ran�e ��f �ar.�; �iandard Deviat.�on �, :, �, L., a _ �s.F.4 2.ca 14O Trip Genecstcn !dan��ai ' Oth _d *.iu^ -';��',ume �. =�ata • F.etai. fL3nd ���=_e=_ ?��U-0.9S; ��` - - � Data Plot and Ecauatian � �. ���,d u��: �sa Super Conw�nience Alla�rketfG�s Sta#ic�r� an2 aescription • The gr�rss floar area of the conuenien�e rnarkel is at Isast 3,OOd gross square feet • The nun�h�er a# vehicle fueling p�sitians is at least 10 This land use includes gasalinefservice stalions awith cflnvenience markels vlhere there ia significant 6usiness related to th� sale crf coflvenience r[ems a�d the fueli�g af ma�or �vehic�es. Sorn� cammonly said cor�venience ikams include newspapers, freshly brewed ccaffies_ �laify-made don�uts, bakery items, ha# and cold beverages, breakfast items, dairy items, fresh f�uits, saups, iight meals, ready-to-go and freshly made sandwiches and wraps, and ready-to-go salads. 5lares typically alsa had avtamated tel9er mac�ines fP�TMs�, and public restroams_ The sites included in this fand use ca#egc�ry have the fQl9awin� iwcr specific characteristics: Can�ren�enc� markel with gasaline pum�s {Land Use B63} anci gasa�inels��uice stal�on wilh �onuenie�nce market (Land lJse 945j are related uses. Addi�idnal Data To refle�t etaanging eharaeter�stics �af the convenience market component af this land use, only data from the pasi hvo decades have been inGuded in this lan�i use. The indeper�dent �ariable, vehide fueling positi+ans, is define�d as the maximum number of uehicles that can be #ueled simultaneausl�r. Gasolinelservice staUorrs in this land use inGude "pay-at-the-pump" and traditional fuelin� stations. F� mu16-variable regression analysia based on bot� the convenience rr�arket gross floor area (GFAj and the number of vehicle fueling pasitions (V�Py pr�duced a series of fitted curve equatians. The equations are ir� t�e fn�rm ssf: Vehicle Trips =[{VFR Factar) x{Number of VFPjj +[(�FA Factor) x(G'�A�j +(Corrstan�� The valuas for Che VFP factor, GFAfac#or, and constant are preserrted in lhe following table for each time period for which a fitted curve equation coulrf produce an R= value of al least 0_5CJ. � Weekday, AM Peak Hour of Generator 1U_3 i Weekday, PM Pe�k Hour of Generatar fi.91 ' Weekday, AM Peak Haur af �ul��cent Street I 16.1 ' Weekday. P�tl Peak Haur of,4djacent Street I 11.5 105 -Z90 ?6.0 -133 13� -483 82.9 -226 a.sz (�.88 a.as a.5�1 The sites were surveyed in the late ?990's. 2a0f7s and lhe ,�010s in Flonda, lowa, Maryland, hllinr�esata, hJet�u Hampst�ire, �devN Jersey, Penrrsyl+�ar�i�, T�;xa�., Uta#�, and lrUiscansin_ Srource Nu�bers 617, 913, 844, 85�, 864. 8fi5. 9fi7, 869, 882. 888, �30A. 938, 954, 96�, 962 inp Generaticati lAanual 10fh Edlllc�n ��du9ume �: C7ata • Serv�ces (�and Usas 900—S99j � i� Super Cor�venience MarketlGas Station (9f0) Ve�lcie T�ip Ends �vs: 7000 Sq. Ft. GFA On a: WeQkday SetNnglLocation: Generai UrbantSuburban N�rl�ber ��t S�ur�i3:�: 13 1 C,JC 5�_�. F±. �F,�: 4 Di.reeticr�al �i_•� i'��iiir:r�: 5�J°/o �r�t�ria�g, 5t�"r_� F,.;:rirna Uehicle Trip Genera�ion p�r 'lOQO Sq. Ft. GFA ��:��crag� R,�te aange at �:�tes :�t���d.3r� L'.�u aticn �� i.5$ 4', �^ `.�? 1."N.:3? 334.0 1 Data Pint and Equation � � o� 4 ur, � w a F '_ l �] F � U�J ' ur, u�' ` ' � - =I X Study Sete FiUted Curue Equation: Not Civen X }� 74 ?C }C X � �� . y4 }C X X= 1C�00 Sq_ Fk GF.� - - - - Average Rate Rz= ��.. •{� Tiip Geiia,r�iiur� hdar•,u�i 1rJth Eclihun • Vr�lumti, 2: L?�t� • Ss�4'ic;��; yLar�i Use� 8(1t?-999i 40� .*- . d04 Super Conwenience MarketlGas Station �9�0� Veff�icie T�ip Ends +rs: 1a40 Sq. Ft. GFA (?n a: Weekd'ay, Peak Haur of AdJac�ent SkreeR Traffic, One Hour �etween 7 and 9 a.m. S�tEinglLocatimn; �eneral UrbaniS�u�ur�an 6Ju�rber GF 3tudies: �9 1CCC S€�. F�. (��A: 5 Crir�ctianel �Jist�i�,,�t�cr7. �?l�r", ar r,iin��, 5tJ"Is �x. tir��� Ve�icle �ri Gen�ratian per 1400 Sq. Ft. �GFA .=ra��� Nat� r'._�r�ae of -.�tes tita� dur� Ca�, aticr� 8'' _ "I � "i �1.1 �x . 13' �,� `> �,. �� � Data Pl+nt and Equatian :;ur� � G W a i= u r aua �r,c 0 � ��u x �c� x� 7C .-- ,.:� � F. X x x x x x x :� � � � � :�`,� ' y x �y� }C � X x x� x X -� +1 iC = 1t�OD ,;q. Ft. GFA X Study Ske Fitted Curve F�fted Curve Equation: 7= 137.38(X} - 264.59 - - - - Average Rate Rx= 0.56 Tnp GenE+ration '.qanual �Utli =diti,�n • Vuiuttie 2. C7ata � S�rv�ces lLand t;s�s gpp-$g9Y �i�� ■�i� M {» . l' Super CanWenience �ilarketfGas Statian �9�6�0� Vei�icle Trip Ends vs: 1000 Sq. Ft. GFA On a; Weekday, PeaFc fiaur of Adjacent Str�e�et Traffi�c, One Hour 8etween 4 and 6 p.m. SetdngrLoca#ion: General UrbanlSuburban �Uurr,ber c�; S�u�ies: 48 1 �t�G ,5�. Fi. GFr�: 5 i�I(F'i;tl(Jf1�I a'I�rIIOiI�:_'fl. F'"1?;:J E?f''.i<y:I'1'�. �4J�iG E.S;�I(1C,� Vehicle TriR Generation per 1000 Sq. Ft. GFA ,�+;,,,�r�ge f�ate ��rqr r_�f �f�tes St:.�r��d;�rd L�e�. _3ti�.n II 5G.21 L9.�S3 1tY?��� �i.l:; Data Plat ar�d Equ�tian. �ou ,�u W auq g. � n r 3QL' ���r � ur� �, x. � x x AC � � � X " k � x�r.. X 7K � � � � X - 'X � - � �X i� }( •.�-`�' j�f x X � 7� 7� X �� � .� X X X � � X ■ � X= 1���0 0 S q.. Ft. �3FA :K Study Site FiCted Curue Equaiinn: Nat Given - - - - Auerage Rate R.�,..w. � Y'�i�.r Gen�,r�tit,r, �o1dr•rua! 1��rr� �clihun • b'rilurrit, �: Ciat�' SH44'IS;E�S �;Lar!�1 U�es 9f70-9991 405 ` =�' Z ,� �� -__-- = =====_o,.�_, , --_� , �;, �il'I'i ii'i -- II.. ��..A�,..�,.a�, , II��L — — �I!II I !L — _ — —_--__--_ - — J a�.E�.,��: � \ � I� I I I -� ��,> �, u I --I � I,.„ I I �,I, ..,r.c : --- N W o���$ �epQ I s � � � �� ,._ ���� = y �' � �j ,' ��..�:�,.�, �u���,��., -� £ _ ___ .,$5 y - k 1 1 - y II .._ _-�-o y ..1_ I . \ — _ _rv�: ';I _ � , _ �---� � � y �i- � � I � I , _ ¢ _ _- ' 6 i luo�s[�e+cr -.. . . �� � � 5 (4 �� li I 'I ���x _ I � `��! ��t _ ,,.� '� � _ � I� �p 1 �5 !0�[It�s _ . ', � b / � �. 1 : ���� r1 � � a� F ��� .w � — P�. ,a.rb � 'j _ �: _ �: �" `� � ` ; il 'I �� _., — tr,� �� �� I r � � �rr ��� � � e�s��r� � J I I T' �'� €�u ; w sxc . I. -� re.�oiv':E�e.cv, ,os � �� , � t LEGEND ,�u .w+k uc� �� _ _ � y tr _ � �r-. � s . � � '(,��� � • �f _ � �� . . - �•� � '� �- � _ = � = �—, �� � � i _ ,a, - = E.sE� �. E ��. , E Fa o oE.,�,�., - - - � - - — -- - - - .. �.�� � �.� .. � E. E s m _ � , . . . „� � ' � i { � . w - ----------- - n� . . - : �. �o xmno�.,.ea:.�„i� �,,, , l�. � + w.x.uev� or��v�svui \ r' - [ — ; � _I - wE�o�,�Eo:,w�E,�<��oo� G 1 a I I' ROAD 7D LAS"1 ,� ,,�.,. ." .. _. . «. �._ � .. � � � , � - -. J � '? I cu�.n.e�a I � __ —"_ .... . ._—.. '_._ .— __ _..__ . . _ . . _ . . . .. .. .. _ . . .. _ _ _ _ .. �—_ � .. . �—� . . � ', _ CONTACT RACETRHC PETROLEUM. WC. PROJECT AIANAGER PRIOR TO � Kno�,� �.vnars below. . ANY REVISIONS TO THE PLAN SUPPLIED 8Y R4CETRAC PETROLEIIM, WC. � CBII befofe yau dig. ,.�_.��.aF..a��Eo.oVE�„���,s, �.��«���.K=„ � � ,,, �- � ro.� „z ,,, � � � =`��=- 4 �� ca, �oui ,s,. . m . �t �3 ac, 4„ "F�' � ., g' .�e . ar�., .�.c u��. � e� ss,. a, .� x,�e . u� � 4 oc {d' � sxxm 3 • .�s nct .n+.�sr 4 ror�� xsP�Ccs �vncs xs� �- � . 5� , �sanCEs ._n.[s �� 3 o � �oEO�wE . ano�v �N�<3ue�i'co 9�a4,.�...� ,a .o� �..� ,.�,«,� ,.���� �,N � ��o k � � av� �o ;rasr I� -I . �'n 1 . $ o s.� . r�s , = I , U°� y ..., ras' a.P�a� �Eas ,�Eo..i.�Eu '6 � . � S $ h _�..�� : ..� W �4 ._, s, . a.a Y Z �o Z a � �o � a xLL a U �j �w 7111c11 ticl�U w� N o ~ W � �w cc.c n v..�.uc w,c2wa waa � Q��o cFEIE � N 40 20 0 40 80 720 160 � �(ORAPHIC�SCALE IN FEET`��� C I.I � � �� � — -------------------------- ----------- — ----- — — - — ------------------- --- — - --- UNPLATTED LANDS OF THE CITY H2OLDINGS LLC 2-15-37-35-OA00-00007-0000 Okeechobee County 2019 R W1/2 OF SW 1/4 OF SE 1/4 N OF oDONALD J HACKL CARD 001 of 001 RD 70 LESS R/W LESS & EXCEPT A 1534 WALNUT AVE PRINTED 10/10/2019 13:12 BY STAR PARCEL OF LAND DESC IN ORB 6 WILMETTE, IL 60091-0000 APPR 3/29/2019 RA - — -------- -------------- — ---7------------ — -------------- — - ---- ---- - — - BUSE AE. HTD AREA .000 INDEX 578610.00 HWY 70 E PUSE 009900 NON AG ACREAGE MOD BATH EFF AREA E-RATE .000 INDX STR 15- 37- 35 EXW FIXT RCN AYB MKT AREA 570 0 BLDG - BDRM %GOOD BLDG VAL EYB EXAG 0 XFOB RSTR RMS -------- — --- — ------- — — ----------------- — ---- AC 18.917 1,109,969 LAND RCVR UNTS #FIELD CK: # NTCD 0 CLAS � C-Wo #LOC: NE 8TH AVB OKEECHOBEE # APPR CD 0 MKTUSE INTW HGHT # # CNDO 1,109,969 JUST PMTR # # SUBD 1,109,969 APPR FLOR STYS # # BLK - ECON # # LOT 0 SOHD HTTP FUNC # # MAP# 1,109,969 ASSD A/C SPCD # # 0 EXPT* QUAL DBPR # # TXDT 050 1,109,969 COTXBL FNDN HURR # # 1,109,969 CITXBL 1,109,969 OTTXBL SIZE CNDO # # -------------- BLDG TRAVERSE ------------- CEIL ELEC # # ARCH FRNT # # FRME UD-5 # # KTCH DOOR # # WNDO UD-7 # # CLAS UD-8 # # OCC UD-9 # # COND o # #---------- — ----- PERMITS ----------------- SUB A-AREA o E-AREA SUB VALUE # # NUMBER DESC AMT ISSUED # # # # # # ----------------- SALE --------------- # # BOOK PAGB DATE PRICE # # 525 1999 3/10/2004 U V 550000 # # GRANTOR HARBOUR BAY PROPERTIES INC # # GRANTEE H2OLDINGS LLC # # 412 1349 10/02/1998 U V 170000 # # GRANTOR GLASRUD THEODORE TOTAL ------------------------------------------------- GRANTBE HARBOUR BAY PROPERTIES INC -------FXTRA FEATURES--------------------------------- FIELD CK: ------------------- ----------------- AE BN CODE DESC LEN WID HGHT QTY QL YR ADJ UNITS UT PRICE ADJ UT PR SPCD % °sGOOD XFOB VALUE - — -- — --- — ---------------------------------- — ---- — ----------------------------------------- — - — ------ ---------- - LAND DESC ZONE ROAD DEN UD3 FRONT DEPTH FIELD CK: AE CODE TOPO UTIL YRPL UD4 BACK DT ADJUSTMENTS UNITS UT PRICE ADJ UT PR LAND VALUE N 067FPA E CRK-CTY 1.00 1.00 .65 1.00 60000.000 SF 4.770 3.10 186,000 N 067EPA E CRK-CTY N 067EPB E CRK-CTY N 067EPC E CRK-CTY 1.00 1.00 1.00 .75 75800.000 SF 1.00 1.00 .65 .75 130680.000 SF 1.00 1.00 .65 .75 557568.000 SF 4.770 3.58 271,136 3.200 1.56 203,991 1.650 .80 448,842 � !W A6.60' i.1RCfL NT I-15-J1- Y.RJ 51 LCO GAGG SH2�Y FItF.-.bR, c�B.saus�pw/ r— — — — — — — — — — — — — — — — — — — — — — — — — — — -1 � _______________—_ � �yc�° I � — — — — — — — — — — — — — — — — � e � ��II(----------------���II `p�� �� � � �� � ��II� �II�� � ��II� �II�� � ��II� �II�� � ��II� �II�� � II��L---------------JII�� � �L ====-=�==-==- ==JJ I I ____—C.i/r��l ___ ___ v�rr..a�c✓ �vrro .. . . CJhCR£Tf 5/OLYLIX ASRLLI �tLllEH/_ _ _ _ IPo - /A3 � .. . .vn v,.�.u„ (JJ �N !�rylFV�. . . CIL�i� .iip� �atP � . f PoR _ _ _ /YB � FS �, CPP R � O: . � �1 � � �I �V--�����B �Y S 10.79 dq.W 2.75 39.07 I 1.W I 0 � }_' _ 4.73 1d.75 RACETRAC TANKER ree� Tr�mrwwm : aso LaklaLackTime TrailerWidlh : 9.50 SleeiingAngk TraclorTrack : 8.50 PriculalingAngle TailerTrack : B50 , , O 1 / Know whaCs belOw. CB�� before you dig. � �1 1 1 �1 :1 1 •1 %■%�'///% �%//////%/�%/////////.. �%� i�%//%�%//////%i� AL TA /NSPS LAND TITLE SURVEY A PORTION OF SECTION 15 TOWNSH/P 37 SOUTH RANGE 35 EAST SURVEYORSNOTES.• 1. NOATJEMPlWASMAOEHY7HISfIRM717 LOGTE UNDERGAIX/AD (//lI/lIESOiW9RADJACEA? 101705 S/lE TNEMPROX/MA7ELOCA710NOFAl1 1/7/UTIES SNOWNHERfONWERE7AKfNfROMASBU/LTORAWINGSAN69RONS/lELOLAPONAND SHOUfDBEVERIF/EDBffORECONSTRUL170N 2 NOATIEMPfWASMADEBY7H/SF/RMTOLOG7EUNDERGROUNOfO0T/NGSOFBf/!!D/NGSORfENCESON P4A014CENlTO TH/S SlTE 1 TH/SMAPlSIMENDEOTOfiED15PUYFDATTH£GRAPH/CSCAIFSNOWNHEREQYORSMAIlER [,LL1 FIEVATI0.YS SHOWNAR£fl4SED ONNOR7HAMfR/CANVERIICA( b1 NM 1988/NqV068J, NGSBFNG7MARK� V52B F1EVq71pY7S7J; NAVD 9BJ S 7MEBEARING BASFOF7H/SSURVEI'ISACONGTHENORTHR/GMC1�WqYUNEOf SiATERC1AD70fAST, 5�'1926'W, 845FD ONROR/Q4 STA7E PLANECOORD/NA7ESYSTENEASTZOM1'E NAD8390WTMX/I7AQ/USIMEM. Q lfGAL OESCR/PTION SIfOWN NfREON PER TIILE COMMfTMEMfURN/SNED BY IX/EM. 7. Ali BEAR/NGSANO D/STANLES SHOWNARfPlATANOMEISUREO UNLESSOJHERW1SfN01EQ & ADD/llONSOROFIE!lONS Rl SURVfYMAPSORRFPoRTSBY07HER T}IAN7Hf S/GN/NGPARIYpqpqRJ/ES/SPROH/B(TED WTlNOU(Wp{l7FN CONSENT C1� THE 5/GN/NG PAR7Y OVt PART7ES 8. IH/S S/lFUE51NfL00DZONE X'AS SCAIEOAND INIERPOIATED pNffMq Mqp/p. 12097Cal9aC, L117EU: JU.Y 1Q 117/d f0. TlIEIXPECTFD USEFOR 7NESURVEYANOMAPIS FORCOMMERdA! PURPoSES 11. ALL MEASUREMENlSARE/NACCORAANCEWf/7(THEUN/!ED STq7ES STANOARD, INfEET. 12 7HERElSNO 0&SERVfOft10fNCEOFCl/RREMFMTHMOhNG N17RK BURDlNG CONSTRUC7IONOR BUlID/NGADOIT/ONS ASSHOWNONSURVEI: TREE NOTE.• WATSON � KlllANEACCEPIS NO RESPONSB/L/JY f0,4 TNE /OFMIF/CAPON Q�7NETREESPEL/ESSHOWNHEREON. EVERYEFFORTNASBEENMADETOPltOPERLYlDEA7IfYTREESSNOWH, HOWEVER 1REE/DEA71FlGT10NlSO(/15/AETNfAREA OFIXPERT/SEOF IH/5F/RAL 7HETREESPEC/fSASl15TED NEREONISFON/NFORMA770NAL PURPOSES OMYAND SHOULOBECONflRMfO BYACER7/f/FDARHOR/ST. FLOOD ZONE INFORMATION.• lAN0.SSHONNHEREONMELOCAIED W17H/NANARFAXAV/NGAZONEDES/GNATION X'HY IHEfEDEftLL EMERGENCYM4NAGEMfM AGENLY(FfALv, ONROODINSURANCERATEMAPNUMBfR N0. 17097C04B6C, 0.q7ED.�JULy f0, 70/5AS SCALEDANO/NIERPolA7E0 FROMSAIDMAP WE7ZAND NOTE.� !/M/15OfJUR/SD/CT10.4AL i1E'MN0.S D?CHE$ ORAINACfWAYS, WA7FRFLOWS, AN4qR600/ESQ�WATE/( IFAM; ARE NOT�E7ERM/NFDBYTN/S SURVEI: IX/EA7/SADV/SED TOCCWIACT7HEMPROPRIilEGOVERN/NGAGENC/ESfORUM/75 eF�urr�swcnav I � CEI✓TEROFSECAON �� UNPlATlEOlANOS N89'2139E zu9o.�r _ I _ �� NOR7HLlNEOFTHESE 1/IOfSEL710N75J7-JS EAST 1/I CORNER OF� SECTION 15J7J5 I � � NORIHUNEOF7NESWf/40F1NE SE 1/4Of SfC110N 15.7L75 NH97090E 3J6.6P' 99'10:i0'E396.63' N00'1459'W50. � '�'���� p� I ti � yma L � u � m �` �m� . ^' O N �� O �� :m �� �2 e� � POINT OFCOMMENCEMENT oARCf11 SOUTH 1qCORNfR SECAON 1537.75 ��� � � ,,�a ��C"YS I r 6 ��,�1,�1 Q �`����' I y' / � y I N89'107VE7J6.7C --. j� NB9'1.Y11E � tes.m' � ; ro ,�y' ^� � NoarHry/ y w Q�,� � I �y �b �Q�.'�I� `-- ri7 , � ��i I a M1 V 0' I V�� I w � � 30661 _ - �599Y9L1'C4 Y695.Z� STATE ROAD 70 EAST BASEUNEOFSURVEYPERF.D.O.T. R/GMOFWAY MAPSECTION9f070-000(SHEET70f 15J � 2�I 6 ^ wl� � ZI � � � I� i g � y � sl SFCORNEROF I sEcno,v os3�as � SOUINL/NEOF7NE II - SE f/4OFSECTION 1537-95 SCALE.• >"= 200' DETA/L SKETCH OF PARCEL 1(LEGAL DESCRIPT/ONJ LEGAL DESCRIPTIONS: PARCEL 1(ORB 525, PA6E 2000J RIEWEST f/!OF 1HESOUlNWEST iH OFTNESWTNEAST 1N OFSEC77pN f; TOWNSNlP77S0(!!7� RANGE75fAST, OXEfCH06EE CWNTV; FLORIR� LY/NG NORJNOFTHENG47HRlGMOFWAYUNEOFSTAJEROAON0.70,'IXCEPT 7NfNORIH30FEE70fTNEWEST 1Q Q' lY/E NEST 1ROfTNE5W1H15'EST 1/IOFTNESOUlHEAST 1NfORR0.90PURP0.5E$'ACSOENCEPTTHEWlLOVi1NGOESCR/BFD PROPERTYCWOVEYEO Jp7NESTA7E0FRORlCIh' APARCEL Ll�lAND /NTHEWEST iR OFTHf SOUIIRYESi 1N Ll� INESW7HFAST 1NOFSECT70N7S 701M1T'3N�P7750UlH, RANGEJS EAST, BFJNGMOREPARTICIXARLYDESCR/BEDASfOlLOWS LOMMENCEAT 1NESOUIH 1N LORNER OFSA/D SEC710N iS'7NENCERUNNL141HERLYONT1fE 1N SECPDNI/N� AD/SiANCEOF]6.95 FEETTO IIIECEN7fRf/NEOFSTATEROAD70,'TNENLENORTN60'SI'�9"FAST, ONS4/D CfMFJ7/JNfAOISTAfX'.ECKJI7. )OFEET,� R/£M1Cf NOR7HERLYA7A7'TOSA/OCENIEW/NEAO/STANCfOFi0FEE7T0 Jl/fPo/MCf6EG/NN/NG7HENLECON!lNUENORTNERLYA D/SiANCEOf f7fEET,� TNENCEEASTERLYAi90'A O/STANCf Q'70FEE7,� 1HFNCE501/R/ERLYATA7'AO/STiLVCE0F77ffET,� R/ENCE WfSTERLYAT90'AO/STANLEp�10FEET70 TNEPo/MOFBEG/NN/NG. PARCEL 1- SURVEYORS DESCRIPTION APoRT7pV p�lANOLYING/N7NfWE5T7QOFTNESOU7HWE5T 1N P'T7lESDURfEAST 1N OFSFC710N iS TOWNSN/P77SWIM RANGf 75EAST, OKEFCHOBEECOUNl1; ROR/DALY/NGNOR7HOFTHENO.RiHR/GHlQ�Wi1YGNE0F5TA7ER0AD70. 6E/NG HOREPART/C(bA/tiY0E5CR/BFDASfOtLOWS• COMMENCEATTNESOUlN INCORNER OFSA/D SECI7(AY iQ•THEhLERUNAqR7Hp7Y1Y3'WEST, ALONG TN£WFSTf/NEQ�TNE SOU77/EAST 1HOFSVD SEC7/ON 1S AD/STANCfOf76.91 fEET7IlAPt7/A70N iHENQ47HR/GN(OFWAYl1NECL�STAJfR0AD70AS SHOWNONftORlDADEPAR7AIENlQ�TRANSPoRTA7/ONR/GMOfWqYMAPSEC1/0N9f076000(SHfETI-15J, SA/DPO!IfIAL50BE/NG 1HEPo/NTOF9EG/NN/NG THfllCfCOM7NUEN0.4THq7'11YS {4EST, ALONG SNOWESTLIN� AD/SiA/rL'EOF 119257fEETT0AP0l!✓I 7/fAT/SSOFEETSOf!lHOFANOPARALLEL {N7H7NEMORTNLINEOfTNESWMNESTVIOFTNESWI7lEAST7NOFSA/OSfCT10N7q' 7HENCEN0.4iHB9'Z070'fAST,ALONGSVOUN�AD/STANCEQ�77Q67fEET,'R/fNCEN0.4TN00'113YWf5T, AD/STAhL'EOF`A.W fEE770APo/NTONSA/D NORTHLNEOF7HESW1MYE5T 1H 0.' )Hf SWIHEAST iNOf SECT/ON7$TNENLENORMB9'M70'EAST, A DlSiANCE0F3M62fEET7DAPo/M7HEfASTUNEOF7NEWFST 12OFTNESOUIMYESI7HOFTHESOUIHEAST 1NOFSA/O SECIIOM 1Q' IIfENCESO(//H00'1S4]'EASl, ALONG SA/DFAST(1N� AO/STANCEOF 17I8.11 fEElTOAPOII/IONSA/D NORTHRIGH70FWAYUNE OFSTATFROAD7l{� 7HENCE!-0R R/EF011OW1NGfIVE(5J LOURSESALONG S4/ONORTNR/GHlOFWAY, SWTIi &9'1926'WEST, A 0lSTAM1T'.EOFJ06.61 FEET,� iNENLfNORiH p7'f07!' NEST, AO/STANCEOF 17.OJ FfFT,�THENCE50UlHH9'192b'WEST, AD/STANCEOf 1Q P7 fEET,� TNENCE SOUI N Qi' f 03 /' EAST, A dSTANCF Q� 77 00 FEET,� TNENCE SO U1Fl 89'i9 Z6' WEST, A D/STANCE OF 3l7. f I fEET 7 D THf PO/NT OF BEG/NN/NG. CONfA/N/NG 81 f, 5P9.I9 SWARf fEETANb9R 7d B6 A CRES MORE ORlESS ABBREVIATlONS: OHIS4 = OVERHEAD 7RAff/C S/GNAL ARM 7PB= 7RAFFIC S/GNAC BOX uR=unurrnis&r CWSP = LROSSWAU( S/GNAL PolE iOPB = f/9ER OPT7C PUlLBOX crr= caNc�revowFa� aF = OVERHFAD UII!/IlES L=&OODNWNO UNDERGROUNOCQNMUNCATION -SL-BLOOONOUNO UNDERGROUND STREEJLIGNlElfCTR/C -G� _ &OODNOUNO UNDEFGROUND CAS -I- _ &OOHDOUND UNDERGRWND 7RAFFlC S/GNAL -IYIF = ALOODFIWND UNDERGROUND WATER MA/N NAVD=NOR7NAMER/CANVERTICA! QqTUA( EL=IIEVA7/ON x 0.00' = SPOT EL EVATION F.D.O.T. =Rd4/DA D£PpR7MFMOF TRANSPoRTAT/ON con�c = cwxa� EPB = F1EC7R/L PIRIBCU' ta=ucirrra� io=roFrmFrcnnav CP=GiB6AGEPN.AI WN=WATERVALVE SHEtl f OF 2(NOT VALID WITHOUT SHEEl2 OF 2) TITLEREVIEW.� 77HSS/lEWi1SSUR'2"YEOMACGiMBWCEfNJNATf7IEL0.NMiMENTPflOV/OFOBYIXDREPU9lICNAIlON.1C PIIE/NSURAAY£LdAPANI; F/LENl/M9ER' GVI911p, CpNAl/1MFN((Iq7E'AUGUSiOq ]Giq SW PAL s�Enuee-sEcmxva excFrnavu��oeoo,r�c, r�..ui.arFtc�srRoaFan, uxarorrne� FXLFPTKWOQ'QRB.2lq K.. Iei -AFfECISPR0VFR7Y, ASSNJNN0.4 SXE7G/p'SURVEI; O.R� Ik� PG. IO.A7-OOESNOTAFfFCT SUB�LTP/70.'FR7Y, ASSHONNON5FE7CHLFSURVEY EYCEPI/QYI7.'O.Rfl f0D PG. %5•AffELTS%70PERTY, ASSI�tlWNONSKEJCllOFSURVEY IXLEFI7pYMfl'O.R& J]q PG.1775-AFfEC]SPROPER7Y, ASSNOWN dI51�TCN SURVEYORS CERTIFICATION.� 70:OQ UGOVEN7UFES ��., AGEORGU Cp4PORA7KX(� p!D (iFi(JBUCNAIIpN,LL 7/1IE/NSURNlGEGOMPANYWSOUMERM )R�ENIXDING LYMIPM'Y, LLG TMIS/STOCERnfY11LIT7N/SAUPORPC.1iM'D JHESVRVFY0.4NT!lGl/T/5fl45E0 NEpEAG10F/NACLOROAhLEW17N I1ffX116MIh7MUd SiANDAROQE7M FfQUIRfMEMSfGPKTA/NSPSIAh'071IlESURVEY$ XNNlLYES7AHL/SNEOANDAOLWIm9YALTAANONSV$ ANO ING.UOES/7fMS;7,; I, d➢, /I, 1J.WO 100fTA&E:1'INfRftA� 1/IEFlQO NM,YWAS L0.UPfE7EDQV SEPIEIABER 1➢. POfY. S/MYF1'AGP ANDRfP(177p4TNEt0.°lES IHERfp�AHENOTVAll01N77NUJ71E5lGH4NREM107HEORIC/NA/ RAISEOSEAL L1�AFLOR/M LCFNSm suRVEIroRMroMAVvfR LOCATIONMAP-NOT TO SCALE CRA/GD.WA7SON PROfESS/ONAL SURVEYOR 6 MAPPER N0. 56qSTAlEL1�ROR/OA � 888 W . � ��� �� �� 2 � � �� �� � �� �� �� �� R R R 3 d�� � a ZW � � � � ¢ �`�i W � Q �Yo� � � � � ��tiW a�j� UW�� � J Z W� S V� C � N � U � ` W`�o� \ � � � Q��� J�czi� \�mZ� � � W ti 2 h -QW�i �Q>�� � Q m �z�W� ��g�� Q�k� � � Jo^ �Z� W N � � JOBNUMBfR' f9-478 f/QODATE Rf&1018 CHfG�O BY.' COW ORAN1lBV`. OPK SCAf£ I�Id SHEET 10F2 '` �°° N89°45'41 E 421.89' a" a� r� ec �,.,�,� �,�„� �,��,,�, »���„�„ �� �y �, �3 • • �S� t P� ,� , ,� ,s• +`S �� • f `5 � • xYSUcwi.o� ; ' rc-y _ . _ �+m.s�rsueu�+cemu.s �nK C�/ '�y ,,1 ��'� �` �� �` � � t+ �a LOT75 "�P . ,�s` �j, , F € . ,� y o! .' ,f ,s �r' ,.' ,r` .` , . . . . 5 `'$ r� ir�¢ LOT 26 „z, UNPLATTED LANDS c t�p�' 1 �< �� �nr.r. `� `,' '� `,i ,� l� �d � acv. � � �¢ rS'�� at�uu�u ♦ �y ,t�� . � O � I I �� �� � I I� 4 .'�,3 g�'�4 ��} ��s ��� �� � . � LOT 30 � � �� �f � ^ � I I� � MAGwAm1 PARCH/0.'1.ISJl35dC00.Z07{w0 � � I I�a� 1� ,µi!/,�ET1E�Npy� � W bl ¢ � �{ � i� .°i a� � .°` : ` .os o' 'os .` as ,c ,� �s oi �- =�1���-„ . . �� � �=m�^ � LOT31 ������g�� � �I Fw � O ncv Z-� ,< �� � � a; wt : , ` p' . § ` ,' , f �S � ', f , . . 0���! 1 , 1�y , ^ V �« � �I s �4 Q���.� � ���s z : � °'""� �Q �� < ;� q . �� �. ,�, .° G � ,� S(`G �s ,, ,,, W ,� ; � � ,,, LOT 32 �� � `��P OQ ��\��� . , A �. u`s.wrwwnni �� � ,���„�, ���� ��, �� S o 0 � �� � ��� �� � � � ,�� � s .���� � �P�O .,� � ,� ,� : t ,5 — — — — — — — — — —� ,,.� '���� \ ` � re�ar9 rr�u.w,�a � ��wN � � �/� (•S � ���, ��� �� // 4�` � �< ''6 �y +` Q�O� +`� �`'S �`` � S � $ ` �'t '`} 4 J . ��/ P,��,������ � �'�� � CURVETABLE »���� � Q� L-1 S89°4926"W 20.00' ��t, � .�,`�,°�� a�,6� � P L-2 S00°9034 E 17.00' aro Y `�� � � � ,� L-3 N00°f034"W >7.00' y�O 6 � � �'� �`s �.'�iasr. P� 0� pT �$ q5 �45 � S o 'k `� 9 � r� \� / � ntv � ro�s.uc�u� �ircr xrrx.au&wct�a�frnta s �9j 4� ��¢ o d� P� �� aS i���� �t af 4� �¢ �� • � N,��� ♦ s rm�a�cwwm� � � • � wrxse�rn.uu�mm��e�v b �� ucv �wao'musr�rx� (���(���O �usr. ���v. l�i9 �c + �(�J� hV� P Nf30E5C/I/9£D � =�s- � xa �M�� W "� � �d} rrss �•� �45 a3 p� p� �f 1O N it� pi �4 `� s�jm � ' ' uwrta&isiir � ^ � narravrc � � �„� N>s°5020 E 8.80� "`°���° STATEROAD 70 EAST , „�rg �°�� � I � �`� ,,��m �,� ,t &SFUNEOFSURVEVPERF.O.D.T.RO.W.MAP p� Typ $ � "E'� N23°�l23i"W 28.05� sEcnavammarol.w�nw�» ,t � �f �as �s � n�.� ��co., a'�cv.� ocn {``` � cijo �,dar�m�e�.amra �.: ��< `O�'O��i� savSisrw 77s.sv �°�;�� �'� • e , rrvn. irsv. r J ' �,�'� �'`� ��+ M0.'BEG/NMNG ilrp� „, — — — «��w —��,�„ — — �q,�w 9,��„ ' �� r,�,�a,�� S89°4926"W 347.90' �' rtsa.�% iev a oru �G ¢ A E o-e�v �wnexvu`r rie�w seru�eiw.�asx w c raswmfsrosr.wsva� — — — — . } _�.rsv e.nccpu W — — � _ _ _ _ - r.�. '� t 0 '� c�cpElENOEw.w' �" q D �p, � �' �' '�� S a.y.�� F f 9' B nwwraamar '�'4 '�'� R'p� II *`3 "'°.�A -0 '�d 'p� ''� °� rtt�.osrmv r� 4 €I or � � � o� -0� o f _ � � _ _ n��"ar'a'�nv _ 5t00 F q,.f _ v�°� I P� 9� �� t�� i� �N� v�� wo�ir r� g. ""'i ,110�W* �r �* �f � — i i i r N00'14'f51N 87.21,6�001`N0074Y5'W 76.91' 7+00 raamacimtn 8�00 � Yvxw �-9�00 .�.� �ri '�y t� �E " �' 4 i� � i �`� � ed.ueiE.uEaw .� T f 9 � S� S' s` S S� i� S' I � {�'�m,rnc.�r', �� o r,� Po/A7�COMMER'LEMEM wer ASP/U[i'4PAVEMEM c — — �umwece,�xmsee �ra�m � �arum� � d d d 0 p f I } o-� �— — — — — r — �a. — t+. _ r — s— . e_ t� t%` s— rf $— ,�— s_ $— �4 — I � —r� —i.a . --e� �` . -r� . _ . — — — _ — — — — ,�. � . . s cPWw�Wf OPkAFIE90FY,ILf $ LdTAE/ESUEW/IK �� . .. C— �°a �A o r` r s r s s � $� o'`� r r o t a o„�,,,��� '1� ' ��.—. o 0 1 �— aw a, • •" ' nr �� m + ' '��i SOUMUNEOFTNESWWq� 11(AY15,T7,73 AcwM/f R/GIlIOFWAYUNE N�acf s4vl1MY CONCRE7FPoWFRPtY£ \ awvtwr CONCRE7EPoWFRPIXE v�x� � �iz� 'Nd�� .W ua�� r ElEYAAONP'OVEFIfEADN7RfS(0/M7 `CQVCRETEPoWERPOIf ElEYA1)ONOFOVERI�IEMNiRES(ONWJ ElEVAA0NOF0VflUIEADWIRESi�Mi SE,EISP UifJ/81SW ggg � MViE///i ri-ua,¢=ur,a.�ssr,rz=n.s� QEVA7ILWQ�OVERHE10W/RES�OM1i EL=I3C,EL•SI.T,fl=57.7,t2�5G1; � S4CEL=l2T,54G9_=I7C,S4GEL-I9.B;SIC WU1E9.1aX' x� (� M $i'i�1�1/1$ EL� o-•ssC,tz=rzr,ti.n.r Ft=ur,tz=s�.r,a=ur,a=ss.r,a=�.r,a=n. •�ar ¢=u.t:a-�f.t:¢.=e�.r I �_ H.=Rl;S1GH.«115AGB=69.6,SAGH.=7RT "E"�ifien s ; IO'R�7M�GfWAYI/NF � i i--/ N � � W � � 0 � N89°>9'21 E 186.30' � I I I I � � � I � ol 0 �I � ABBREVIATIONS; m NAVD = NORRI AMER/GW VER IlG[ Q41UM Q.= ELEVA7/ON xo.ar=svor�vqno,v a f.a.0.i.=FLOR/Q40EPAR7AIENfOF p rnaNsvoarnnav �: I co,vc = coHca� EPH=ELEc7R/CPULl60X IP=l1GMPofE ro=ioE,mFrrAnav I Q`lIS1= OVERNEAO 1RAFf/C S/GNAL ARM TPB = 7RAF£lC S/GNAL B0.Y un=unurrars� I LWSP= CRQSSWAl.CSlGNAL Poif fOPB = f/eER q°TIC PW.BOX CPP=CONCRE7EPoWERPIX£ �F=OVERHE10UTlUT/ES I WV=WA7ERVALVE �G= &000/IOUND UNDERGRWND LOMMUNCA710N SL-E[OODHOUND UNDERGROUND 57REET!/GMElECiR/C 6=BLOODHOUNOUNOERGROUNOGAS I -7•=&OONDOUND UNDERGROUN07Ai1FF/C S/GNAC -VM- _ & OODHWND UNDERGROUNO WATER MAlN LP=CABBAGEPALM I I E N89°4926E f86.30' _ _ I � I ���� _ 1 � 1 — N89°1921 E >86.30' SOUTH SECTIONLINE � e° - - - - - c� c� 3 a� y � ��� g�>� �� �� 2��� o ��`, 6 W O N��� � ������ " � °� � � � � i R R R¢ 3 °�� + �i � U �� �UQQ ���� ��o� J��g ��mz� ��Wo� —�W�z � � � � j �Z�wz ��`io� Q��� � � ��� � Z '� N O N Z � JOBNUMBER� 19-47B F/flDDATE• 41&1019 CNEd�EDBI`. COW ORAVMBY. OPK SGlie �� �a SHEET 2 �FZ 9/8/2020 Okeechobee County Property Appraiser Okeechobee County Property Appraiser 2020 Working Values ' l�iickey L. Bandi, CFA updated: 9/3/2020 : Parcel: « 2-15-37-35-OA00-00007-0000 32896 » � _.__------- ----_ _ _ _.. � � Aerial Viewer Pictometery Google Maps ' ; Owner 8� Pro el"t ItlfO - -. ; � 2020 2019 �_' 2018 2017 2015 Sales -- -�� � p %� Result: 23 of 24 � I, ' - - -- ---- ---- --- — - ---- _ � w i ' H2OLDINGS LLC � �"- � � ° 4 • ' � ��� � � Owner ; %DONALD J HACKL I; + � - � M � �-` �,�, ' - � *`�� "� ,.s�„y ,�; x�.� � 1534 WALNUT AVE � ��v� �� ' �� Y'''� '�t�"'� � �� '' , �` � � � � WILMETTE, IL60091 - _ � �''�'�4"-��-�'-"� �+;�'�`��''�!�,��• ' � r�„ ,� � ___—_ . _�—.__. _____--___._—____-- ___. _ . ..ucs.a.�" '4. ..r�y "�u yL_' t �'7�`a i 1 � :•!'"'� � :a �{.'.. li $It@ "�t-" ' �ro . ' �' �` "_ r '� - ' I975 NE PARK ST, OKEECHOBEE � � ` .� _' �,�' �. ' : � , � ---------__� _ _ .__ - . �UNPLATTED LANDS OF THE CITY W1/2 OF SW 1/4 � � �� � � - ' �_�� �� �` �^�l�� '� � "_�ti IOF SE 1/4 N OF RD 70 LESS R/W LESS 8� EXCEPT �= �� ' Description* ii „ -z. - �,- +�Y .r � '� . � � + A PARCEL OF LAND DESC IN ORB 6 PG 141 18.98 ,,�-i � R- f� '�,, + 4�'- a�,', ! ACRES 15 37S 35E ; � i � : � � � �,��°'+� .,�,t -,� � --_. . _ -� . __— -_ -- -- - -- - i Area � 18.917 AC S/T/R 15-37�35 ; � � � � �, � , ^�; r "'" ' , #��$ _ � ` ; ° � � NON AG ACREAGE � � ' �T �� � �" �� �� „ •, Use Code'`` i �9900) Tax District 50 �_ �'. ; „� ;� �. s°t�� � �� .� '- 2.:� � '' �,t � :,d ..s. • *The Description above is not to be used as the Legal Description for this parcel •� �,y� ` '� '� ., . � �-,� *� ( in any legal transaction. d,.,r i� � R� .�° •'� n-,� ti�+-� I '*The Use Code is a Dept. of Revenue code. Please contact Okeechobee County .�',� ,r � ��_p`` i-y.�• :� Pianning & Development at 863-763 5548 for zoning info �" � ' , . ..__. _. __.._ _ �'ip�;� +'� � ' �.fi �• �I�,�_: _ _ __ _...— ---- _ � _ _ �,1a; _ --- -- -- ----- t�y� �'•.� . ,y,,, i Property 8� Assessment Values �� � ' � ` �� � � � ���r:t�s?,�' R- , '�, ti . �.?. ;, T ti -� �:� 2019 Certified Values 2020 Working Values �� �, �� „ "_� ��. -.�, � F Mkt Land $1,109,969 Mkt Land $1,219,103 �i �'�. ,� ���� `�^,��;�� �..s � ,,� "� .;�� ��' � i Ag Land $0 Ag Land $0 � � • #' ° � ,� '� �` ' ' � �" y � � � �� , � �'�, � Building $0 Building $0 ��� �;� �i�,��� t � ' °� � � ��' �'+�, ` � XFOB $0 XFOB $0 � i � � �a�� y � �,,. � � �� •.' e``�'r ,. Just $1,109,969 Just $1,219,103 � ` " `�-- _ , _ , Class $0 Class $0 "� �:'-� -� •--- ' ' ' ' Appraised $1,109,969 Appraised $1,219,103 t` � r� � � � _ � �+' ' �. -.�� 'i, SOH CaP [?] $0 SOH/10% i �� �'���- t J±� _'��- , Assessed $1,109,969 CaP ���- $� �, r� ��-� ,; ,r-, D�" `� '� � �„ r ���M. ! Assessed 1 219 103 �"� - ������ � - � � ' � Exempt $0 -- $ ' - - � " �, �P � �- -' ° �,�,�� � ���� � . . � �, - Exempt $0 � county:$1,109, 969 .-- Total city:$1,109,969 �county:$1,219,103 Taxable otner:$1,109,969 Total � city:$1,219,103 s�nooi:$1,109,969 Taxable other:$1,219,103 scnoo�:$1,219,103 Note: Property ownership changes can cause the Assessed value of the property to reset to full Market value, which could result in higher property taxes. � Sales History Sale Date Sale Price Book/Page 3/10/2004 $550,000 0525/1999 10/2/1998 $170,000; oa�2/�3a9 9/1/1992 $235,000 0337/os�1 11/1/1990� $0 o321n2so 12/1/1980I $150,000 0238/1030 2/1/1977 $100,000 0195/0035 9/21/1976 $0 • 0189/0357 1/1/1972 $0-� 0134/0013 Deed WD WD WD CT WD WD WD WD V/I V V V V V V V V , �, r � � • � i„ �. �p .� . �� , � - 1- �'" ' -'S ` ct� � ,i r ��' � „yd? �� �',��.� . f �,'�� '� � � f r w . ,.. ,��'i f :� �..11� ; � •�' � ! � � ' r' m—���� t� ' _- , , tYY - ,��. �� "�r. � =6'�� . � . � R'�i - .. ' - ;�, ' r �"ar �R ��, . -�*�-� ,�,�,� - " ,� ;£,� r� .� � �i'� . �. � ��T ",w J� ''; ��`, �y ,� �- "�,,w ,, .. u y�1� � y � �';� � �5.i.5 rr y �: / d � 4�� t $ .��.r?' '!��.g� � �. �5�..h3�i ' �. � , rw.xt�� i �!"?'4� _ � 1'�9° _ .�ti.�L'._ ..e+l►.� . Quallty (Codes) U U U U Q - Q U U RCode 02 (Multi-Parcel Sale) - show 03 03 03 03 03 --- _ -__ _. _---- -- ___ ------ --- - - -__ -- '� Building Characteristics -- -�- Bldg Sketch �,Description` Year Blt Base SF Actual SF Bldg Value ,- ._- .._—._ -- --- ' NONE _. __ _ . _ __ _ . _ _ _ . _ _- _ ---- -__ _ _ ----- - - www.okeechobeepa.com/gis/ ��2 9/8 �2020 Okeechobee County Property Appraiser i� Extra Features 8� Out Buildings (Codes) ; �Code � Description _v Year Blt � Value ��Units�Dims�— Condition (% Good) NONE '� Land Breakdown Code Description i— Units � 067EPA � E CRK-CTY 200 (MKT) 60,000.000 SF (1.377 AC) ..�._ �.._.._., .._ ...�_.._..�.._.....__�...�_.�..__ . 067EPA � E CRK-CTY 200 (MKT) 75,800.000 SF (1.740 AC) —; - 067EP6 � E CRK-CTY 201 (MKT) 130,680.000 SF (3.000 AC) 067EPC; E CRK-CTY 501/SS 557,568.000 SF (12.800 I (MKT) � AC) Adjustments —' 1.0000/1.0000 1.0000/.6500 .6500/.6500 1.0000/1.0000 1.0000/.7500 __ .7500/.7500 1.0000/1.0000 1.0000/.4875 .4875/.4875 -- �— 1.0000/1.0000 1.0000/.4875 .4875/.4875 Eff Land Value Rate $3 /SF � $204,750 � $4 /SF�$298,462 � _.________ �__ $2 /SF 1 $224,116 f $1 /SF � $491,775 i Search Result: 23 of 24 OO Okeechobee County Property Appraiser I Mickey L. Bandi, CFA I Okeechobee, Florida I 863-763-4422 _ by: GrizzlyLogic.com www.okeechobeepa.com/gis/ 2/2 .,_ �9 %7 .:i �'� r rfi `; �; ;:� � :;:> . � � -..-�_�� ;� �' �; ��, �; ; s,, r t. 1 _ �I -1 — �: , ;, �. . . . .. ' . . . •h : �� ;�, � a: ; ; '� 1 ,� y, �l�ril �' .I�iil ) Y �Vi.��S � � �y,.' ��:; - - a:.! i�ri�rl 7�4 � � . �.: , ,_ _ . _. ,�.= i� i rn?.�� t3 , Fi�t'u- = 9 1_ c 1, �- s�--; ����y,�s � : �c�;;�x s,,,� �,.� _ �� tii d ��i�i aili 3je i'�` $�:.', � � � ,- __���. ,. � ti a3rrrl _ y�.;j�: aJ`_ ..'ii i �..�3r�q �: A ��,�€ �.:.�, �+�ir 7 tF s�..,,� �, , - �-, ;:.�. ,r � < � �,;. �F,ur _ 3 r-� :.;:�� ,a "s;� a - �..:�ic� �,�: .. -i i , w: � - c ,� a � _ _ , _ y k � -_( l'- ? �.�1 L' ,� � �� .. l:�����: �. � � f� �������. .���'� . ��`r�s3"aH:�'?�Y1Qi�3�� �3:�"d� �';�:�'�3���i��������.��'� August 24, 2020 dA'3 ���'iaii�-$���i��i3.�:.i�'�431b.�OiP �R �.=.�i�-���sa�n�u��i�e�.=��ns Eve Raymond SFWMD 3800 NW 16`" Boulevard A Olceechobee, Florida 34972 Proj: Okeechobee Racetrac Site - Olceechobee County, Florida (BT� �'ile #601-26) Re: Request for Additional Information Responses App. No. 200526-3522 Dear Ms. Raymond: The purpose of this letter is to provide the District with the environmental responses of comments for the above referenced Permit Application for the above referenced project site. 3. Have onsite inspections of wetland determinations for this site been conducted by District staff? Please contact Eve Raymond, the environmental reviewer, at 863-462-5260 ext. 3007 to arrange a field inspection if no prior inspections have been completed. Prior to the field inspection, wetland boundaries should be field stalced for SFWMD staff verification and approval. In the event that jurisdictional wetlands do occur on the site, additional information related to wetlands and potential impacts to wetlands may be required to assist Staff in their review of the proposed project. A site review was conducted with Eve Raymond of the District and Daniel Gough of BTC on August 20, 2020. The reviewed and approved wetland limits are depicted on the revised site plans. The wetland totals 0.35 acres in size and per Sec. 10.2.2.1 of the A.H., no mitigation is required for the less than 0.5-acre isolated system. Furthermore, the attached UMAM illustrates the low functional value of the wetland system. �IDa•��n�aa R�d:�'d9 �i'���1 �3�Pb,E9F2i'!I?L `T�a�ag�a �e�r af���� � � � :�- . AiORC� 1.11TB � ro � ~_ 1 � f .� ' �e � � � ii� r " '.. ,_ '. _ _ I` _ _ � _ . � � � ( �I ��II� . �� (I "a'��tF1'tN'oFf i���� ��(�I � I�1�) ��I�I I���� ��L�== .- —�;...�".: _� = ` ====�j�i� ._ .�w _ .mr: - - - - - � . :� , �. � � , i i ` : °;. ra,wr�c+ un� .�;_ � a r_ : ,� � _ �. Is. i ��m - f I�I ?� li ��'-�- = r � �, � rr `: : N i: : L; - � "+ , � t�i ; . � • � :,. � �:- ' , ' $; 4 ' �� . i>c � ti � -► 9; N73i -�- g - ioaan�oo«i - - - �'�.,: � ���awrneaao ' ' �. . _ ;n, -. -� � � � -- � = o. ,,�— .�.., _ y �, � �• ,�� � & -. � - o. � -j� �...., �'� - i ��� s � nF � j " . � � •► ±�' � B . � � -� ..�"� � - - � ( ,r�4 �. • '- ,� ,ral{, !�_'m � p -- � �' � OI/JJII�ROM . —_ ��y`. _ _ ^_ .. w�i f .- �`. � � " •y4 ` .`• � +n.Ho ' ' ` `',i�.• % � �owr�� ��„ �'% ,-.'/ � f .. Inm _ i'//�/ !/!. . . . . ' / �@iOGFESVCII j. •r ,� .�,. . � r . ' j ����. �.`� � f�St � r r a.r w-oDc .•aTc r, � r- �. � � � _ '� :`�� •Y i g'! ""'""" - , I rn�c nw.�mrn_ - — �' -..u� . .��- - �! � c�a.o:.+v- x - - � I _ �. �' ...- 1 � " :: �): � ' - : � � ; � c r aar-.. -�'i'ywl 9. .', . �• .y r � t ' J � . J �uKr.� � ''` � � �� I �.sri,�:y,,.��:�+���.r ` �y Wn . • � w Y �a �.. �„''-,- anoars�ts�r ' � m I _ MiPOl�16p�. . �� 7f ..��' 10' 4� � iJ�i . � .. .� �. _ •1 ! ,caM_ �1e , r - � a � �: .... � .� �: �y�...�d. � .; s.� w.-, w Oasnsp Y iib+r� i►a�c e K R� , t.. -a.a cic. '� rtar. csa¢�ecuw:v. � ' • NMer S[19K�:� � • -•. � � O11M��'1 � 'fU�IN1FMRNQ . � IC+7DA' '�7�'�.e.�-.-^"y ..FO� "� '� ' Qn-- -�' �B"-t1�`ww - _. '�_1= _ , � L � { r- t i r � e�-}' A 9 � IF � � �B� ., _ �-�a�i . .. . � _ =� _ - '_• _ _}- . � � • � ' •- - .� - T - ��'. :vt.a� natswc�r r9W.ITPtGF44{•. ,,;� 8 w } ' wr.e�atr•su�a:star� :.•.��arr•�nuxa.crE - �i �'�+� �' .,r, � �EnFO�YNDGvi7illYl � �iliilll:TY]i1[R'1'!-1!^ - ' ! � �iT � wns[wrwnm� k 3•�"' �"c'^�+"+�m�"`os rvvF�tsw� y w � _ -- �' t�ae[Mt��_�uv.�DXA i i � y��o�n„� uwy.Cf+k ��yy��, � .4 �hY � 0[PN' � ICraC I _ 9 - w ." ' . - ��� ��:: . � .. ' . � . .."" 'i:.� � ...�E v n..•.�� f.t.�• � .. ' ' . .� . . . . � �.�' _' .. � -� +i' _ .�i�..YS.wr•i>�4if.a'�i�9ynioY�l�'Na9.'�n,�r�'B�(- _' .•_ . 1�J:+ � _._.•___... . _...�. .. ._. . . .. _ -. _. ... .. . . . .. _. ,' "- . Source: Esci. DigitalGlobe„Geo:Eye,�Earfhstar�Geo:graphics. CNES/Aicbus DS, . ns�:��� , USDA, UBGS, AeroGR1'D, IGN, and E'he G+S�User Community t� Okeechobee RaceTrac N �oo Fee4 'BtU-T�Gi`a COI�SUItt(]t� 1�1G Okeechobee County, Florida Project #: 601-26 Environmental and Perm's#ting Services �^' E 30?5 E. South Street Orl�ndo, FL 32003 Site Plan w/ Wetland Produced By: DBG Ph: 4Q7-&34-�963 Fax: 407-89A-5970 g e�nwi. bio-techconsulting.com Date: 8/24/ 2020 TABLE 1. PROJECT WETLAND (WL) AND OTHER SURFACE WATER (SW) SUMMARY WL & SW WL & SW WL & SW WL & SW NOT ID TYPE SIZE IMPACTED TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION WL & SW IMPACT IMPACT WL & SW IMPACT IMPACT ID TYPE SIZE CODE TYPE SIZE CODE �''1 640 0.35 0.00 640 0.35 F PROJECT TOTALS 0.350 �.��� �.0� 0.3$� Comments: FLUCFCS - Florida Land Use, Cover and Forms Classification System CODE3 (multiple entries per cell not allowed): Wetland Type: from an established wetland classification system (see Section E, l l lb.) Impact Type: D=dredge; F=fill; H=change hydrology; S=shading; C=clearing; 0=other Reviewer: FORM NUMBER 40C-4.900(1) PART I - QUALITATIVE DESCRIPTION (See Section 62345.400, F.A.C.) Site/Project Name Application Number Assessment Area Name or Number Okeechobee Racetrac W-1 FLUCCs Code Further classification (optiona!) Impact or Mitigation Site Assessment Area Size 640 Impact 0.35 Basi�/VUatershed Affected Waterbody (class) Special Classification (i.e. OFW, AP, other local/state/federal Name/Number designation of importance) N/A Geographic relationship to and hydrologic connection with wetiands, other surface waters, uplands Assessment area is hydrologicaily isolated and surrounded by disturbed uplands with mobile home park to the wes and State Road 70 to the south. Asspssment area description Wetland 1 assessment area is a disturbed and isolated depression that is a monoculture of paragrass with standin water and minimal wildlife utilization. Significant nearby features Uniqueness (considering the relative rarity in relation to the regionallandscape) SR 70 to the south, mobile home park to the west Common Functions Mitigation for previous permit/other historic use Minimal biological functions Anticipated Wildlife Utilization Based on Literature Review Anticipated Utilization by Listed Species (List of species that are representative of the assessment area (List species, their legal classification (E,T, SSC), type of use, and reasonably expected to be found and intensity of use of the assessment area) Small amphibians and reptiles. None Observed Evidence of Wildlife Utilization (List species directly observed, or other signs such as tracks, droppings, casings nests, etc.): Additional relevant factors: Assessment conducted by: Daniel Gough Assessment date(s): 8-20-2020 PART II - Quantification of Assessment Area (impact or mitigation) (See Section 62-345.500 and .600, F.A.C.) Site/Project Name Application Numbe� Assessment Area Name or Number Okeechobee Racetrac W_1 Impact or Mitigation Assessment conducfed by: Assessment date: Impact Daniel Gough 8/20/2020 Scoring Guidance The scoring of each indicator is based on what would be suitable for the type of wetland or surface water assessed Optimal (10) Moderate (7) Minimal (4) Not Present (0) Condition is Condition is less than Condition is optimal and fully optimal, but sufficient to Minimal level of support insufficient to provide supports maintain most of wetland/surface water Wetland/surface water wetland/surface wetland/surface water functions functions water functions functions .500 (6)(a) Location and Landscape Support Habitat support outside of assessed area is minimal with little downstream benefits provided. Adjoining uplands have been heavily impacted through agricultural practices. Uplands have been historically cleared and graded. SR w/o pres or 70 exists to the south and a mobile home park to the west. current with 4 0 .500 (6)(b) Water Environment (n/a for uplands) System is hydrologically isolated and only retains rainfall form the immediate area. w/o pres or current with 3 0 .500 (6)(c) Community structure I. Vegetation and/or 2. Benthic Community Vegetation is a monoculture of paragrass w/o pres or current with 2 0 Score = sum of above scores/30 Lf preservation as mitigation, (if uplands, divide by 20) Preservation adjustment factor = w/o pres or current with Adjusted mitigation delta = 03000 0.0000 If mitigation Delta = [with current] Time lag (t-factor) _ 0.30 Risk factor = For impact assessment areas FL = delta x acres = 0.1 1 For mitigation assessment areas RFG = delta/(t-factor x risk) _ � - � � r• r �, �,;- I rraoxc�rrs �.�'`` ` _� � Il�._ _ ' --_ • -- �7i � � � � � ;�I�1' � �, ' i f :G �� � � �` a4in'� N"VD17 1 � �' ( � I� � 01 � I�I�� ;. ���I� (II�� � � i�L�4.__ _- —_--_ ----:���� � :a � �-� - - _- - .� _ y�a. a :s�w. _ _ _ .. I I ! KAIP.c* �N�s � A t �J . { � ' ' � ' _ ' ~� - r. ► I� � : 1 �� � :c ., le r- ' y,F � �% � � - y -.�- � � - - w � i '� _ g I � ; ����' x ..! la. �,. ''i _ �_' —i � " �; I � �� ° ir c y � � s. m3J � i ' '` �.�� "� iuFdA�7n� di —.�-- ��yi..� ` � ie.i1fW s[ipda0 ;R � S'iS•�':� � � y wp I �� ~ A � �rn _ � � ; ' µ •�—�L� �1 �� _F �; _ ��� f tt�l } • a i � p��` � �Y "i � � - �� ' MiOP l � . w -}�.�NLtt _ • b QIAIH] ROM •� • T � T • �l l� s� i f7 - •� � �' i '�W�1 � � _ M �y.;r,_ - i � ' !' ' ' '.'"""0 'ii: •: .i"'%:.- :�•, r,mn :�`, :'i� .� /^ ��, 3` g rnm • N �&CGiEBJGii � t •� r _" . -`�� � _� ----r 5• L• p _ t y .x w-anc� ��nG . I . ��_ �� �A1 � �y�l�i y '� SIt� f•Jlif{:A _ � � .s. � � . fl1]f. 9W�`Of[A- t � ~ � o.aoa.+:c av - N -' � - — Y: - __:s. 'i ! � _ � . • r r ..^�txa+...r �. � --�'L��� g. .!. :� a I . t+ i ' �! 7 .��:. � , � �� �:i .!' � �av �r-i,, ifAr� :Na. • 4 .¢ �� • • ' ^'„ ' tfx�� N ' '�'� ��:� � "� . (1 � I �41007:7a�u 7f�. . JS �.R � `� : I � � (•� , ! `•1 �i`:'`'.`� : Ivl %��, . . S , ' 4:ic . �pat+4r�ca �iu�:9e�wt�l S '—i�•a'd�. "� rc�onccna.caavus:v � � � Gtap�r�Cretcr,� � • . � � �_ �wM70KAOpli y '(IUpIMwM:fIN4 . ' I ic.�oo�,`- -o'- - -�u�,^�" �!: - � ka -- '� eR- —�- �—,t�war--�g -..:� �. _ _ 1 �I �'. . . - . - a♦. K � � N f ali� �F 9 � tl ' 7 � �r3� ., � �- � t ��; -- - --- � _ �, � o � �+ r ^ ' "� . .sPK.O�' FiP£CWfi+S]P �cw.�rr=cr�a+n '_�5 � w « . �n.w0T1�•9RUX5_�E � ' �11a471�ICri-}'. � RlJA aTt�7R7L'.EIAFE '�KCMT N�F](9'J.t�fw - •.d �' DEoo6�'.* UDfir 3aum �.s' y tiztxv j �_ j nur sauranmw 4� �`3' �`:+Y�iv rvaeC�t+3�an MQ/KM' C':�GCV � � � ! �� , �' �l� :J i ' WWDe+� 4U�Y4QPk - �� r �` 'Iv �'�:�� � I� C,. rca rc�, �xcr. a: a.� _ ... ..., �-++-•. .-� .. _. . ... ..- - - � .._. ,�-- - .,, • , .. � . ' " "' '" ..y'�rn':}'.ae�� � .... i:' 1 .i �M:.••ot i.^..N� . .. .. r. -.. z .. . . . � �� . - "+ �_ .... �'r f:�Wr�L'Kli M/�M•M✓S:VM'H+,K1.•t'f9a!rlial'. "� � '.... �i.---^., - (� -. -' ra"'---.. ' _ . - -•-- ----- -- --_.. .. . __. __. ____. _ .- ---- . � --. _ Sou'rce Esri. DigitalGlobe,.a eoE.ye, Earfhstar Geographics, CNES/Airbus DS, ►�• a�.��• , USDA, USGS, AeroGRID, l•'GN, and �he GiS^Use'r Cornmunity !� Okeechobee RaceTrac N �oo Feet ���a ��ect� Cons�u�t���y �.ric, Okeechobee County, Florida Pro ect #: 601-26 Environmental and Permi�ting Servaces `�'� E � 3025 E. South Stree4 Orlando, FL 32803 Site Plan w/ Wetland Produced By: DBG Ph: 407-894-5969 Fax: 407-894-S�J70 g wvinm 6io-teohrons�dYin� r.nm TlarP• R/�d /��1�l1 David Melton, SFWMD BK Ranch Site; RAI Responses (BTC File #654-I1.05) Page 2 of 3 4. Has the Applicant completed a wildlife survey for the entire project area? Please submit results of a detailed wildlife survey %r the project site. In addition, please provide copies of any correspondence pertaining to the project from the Florida Fish and Wildlife Conservation Commission and the U.S. Fish and Wildlife Service. �T$llIlll�ll➢➢� IIIIl�$D➢��I����ll�3 �IlIl1�IlllHll�� YPE �DIl� �Il�Il'➢S'�i �9S �'fl'c`Il�Il�� VVHBGflflIl�� ����, 2��fl); 1Vde�sua�in� �ue�f l0�dm�aag�raaa� �n����n��l Dnversi�v Sga��n���a� 10��g➢��¢�s foa- Nd��aaun�Ils (VYifls�uu, e� al., 19��); a��1 �'l�u-ia�� �'is�a �➢llQ�I W9�Q��i�� Co�nse�-vata��n Couffna�issi��n's (FFW��) G���er T'ortoise l��u�rffnb�gu�n� Gana��Ilnun�s (��nu�eIl 2��� - revas��l ,���uan��y 8�17), aua ass�s�uu�a�m� f�� "Ilns$et1" fl�rab 2lIfdQ1� ��.➢Il1N2tIl S][D��H�S ���UIlIl'Il'llRIl� Vb'9��Il➢pIl $D➢� SIlAQ➢���g SIli�� �D�9Il1fbQ�2lIl'&�3 9�Y�3 ��INQI�U➢���Q�I iPIl Augaasi 2�2�. '�'ln¢ san�v¢y c�v�u�ee� a��ne-oxauffua���Ilg� 1��% �ff t�ae sub,���g snh�'s c��vel�pable aa-ea, nun��ae��a� P���Da c�nu-��g �h�s�a-v��i��us a�� am�'a�ec� evia�e�ac�, sanc➢n �s ta-a��9cs, baa�rova�s, tree �na�a H�n��s ��� b���➢n���n�ua� tt�at i�a���,a��� �9�� �a-e�e�a�� ��' sp��a�s mbs�u ve�la T'�� �ss¢5sa�a��n� f��ans�� �un sg��en�s t➢a�� ��-e "➢n����" �y tHn� FFWCC�S O��Il�H�� �.Il3$3 — FI�1'1Q���S E�n��au�es-e� S�e�a¢s, �'9a�e�te�aed S�e�a¢s a��fl S���i�s of S�eei�fl C��u�ea-ru (19�ia�y 2�17) that �n�ve �lla� �r����nie�� �� ����u�- i�n O�Ceecla�l�e� C�aauu�y. 1�T� g�ll��n� s���n�s "Ilns��¢�99 d�y ei�}aer ti,i¢ s���¢ ��- f��l���� ag��n�a¢s �¢�e i�l�ua�u�a�c� on ttae sank�,���$ �rop��-�y �Ian�fl�u� tP�� �ssess�aean�s c��n�an�g¢a�. 'Y'tn� f��l�vvian� is � lnst m$' thos� va�ildlgfe s���n�� a�l��u$fl���l �Iaurt-n�� i�n� evalauatn��a �ff t➢n� sn�e> Re¢nti➢�s �uu� A�n�➢nnibn�aas b���van a�e��� (�1�a�las ssa�rei,► e�s�ea-ru a-���u� (�Colasbe� canstrict��) �ards Ameri��a�n Ca-�e�a� (�'orvaes caasrinass) l��aaa-rnn�ug D�ve (Ze�a�i�a r�a�croaa�cr) loT��-�➢n�a-un C��-dnun�� (C'ardinalis ca��e�aalis) 1Vdaauiaa�a�ls e�sterrn gr�y s�gann��el (Sciurus caroli�zensis) rnin�-b�nded �rrnrrna¢�iIlIlo (Dasypias raoverncinctus) 1\Tmrne of the ab�ve vbal�ln�'� sgaecies are iderati%�d on tlae FFWCC's Oi�a�a�� Lists - Florida's Ea���an�ered Sp�eies, T�re�t�ned S�aecies ��nd S�eci�s mf S�ecial Cm�n�erra (updated May 2�17). 5. At this time, the District has not received correspondence from the Florida Department of State's Division of Historical Resources (DHR). What is the status of review by the � > �Bro Tech Cons��lti��y Inr.. �-,��aic+r:�na�•nl..�i ;�[ta: 1�'enrElf6L.c.� 1c•n �r��•: Eve Raymond, SFWMD Okeechobee Racetrac Site; RAZ Responses (BTCFile #601-26) Page 3 of 3 DHR? Pursuant to Section 10.2.3(fl, Volume I, the District will require documentation from DHI� indicating that the proposed project will not adversely affect historical or archaeological resources in order io recommend approval of this application. !� ¢-�a�au�s� f�u� a��n �Il'�Dli ���Il��Il�7lIl ����IC�il911Il��ll�QIl �n�s l���eu sau&rurcund$�� E:� �➢n� �Dll�'ESIlOiIl mff H[i���a-i��d Res�ae���� (�Dff3[l[8), Ouu�¢ tllu� c�nu��5gn��n�¢�n�e i� receive�l9 �l C��Dy VYfl�D �D� jDD'�VflQ��Q� t� g➢n���-n�� s��ff�; Should you have any questions or require any additional information, please do not hesitate to contact our office at (�07) 894-5969. Thanlc you. Regards, •�� � �.� I)aniel Gough Project Manager � . _,-.s ,,,.^ . .. . .. _ : - 'Y ..�.,,� _ . John Milclos Presidcnt attachments 1 ! �B�o-Tec:fi Consi.�iting �ne i�.rr:�ira�:vi�n��in�.'.G :�re- I'�.-sur,ni�'.qiax.n ti:•^•.'si•o•: TREES QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS CAL/DBH HEIGHT SPREAD NATIVE XERIC REMARKS AR 21 Florida Flame Red Maple Acer rubrum `Florida Flame`B & B 2" DBH 12` Ht 5-6`Yes Medium CS 4 Sugar Hackberry Celtis laevigata B & B 2" DBH 10` Ht 5`Yes High 5` CT IC 8 Dahoon Holly Ilex cassine B & B 2" DBH 12-14` ht.5-6`Yes High 4` CT LM 17 Moraine Sweet Gum Liquidambar styraciflua `Moraine`B & B 2" DBH 12` Ht 4-5`Yes High 5` CT MB 5 Bracken`s Southern Magnolia Magnolia grandiflora `Brackens`B & B 2" DBH 12` Ht 5`Yes High QV 19 Southern Live Oak Quercus virginiana B & B 2" DBH 12` Ht 6-7`Yes High 6` CT TD 7 Bald Cypress Taxodium distichum B & B 2" DBH 10` Ht 4`-5`Yes High UD 9 Drake Elm Ulmus parvifolia `Drake`B & B 2" DBH 12` Ht 5-6`No High PALM TREES QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS CAL/DBH HEIGHT SPREAD NATIVE XERIC REMARKS SP 7 Cabbage Palmetto Sabal palmetto B & B 10-14` c.t., staggered Yes High Booted; @1:1 SHRUBS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS AES 11 Marlberry Ardisia escallonioides 3 gal n/a 3`18"Yes High IGA 327 Compact Inkberry Ilex glabra `compact`n/a 24"24"24"Yes High Full to base NOP 13 Pink Oleander Nerium oleander `Petite Pink`7 gal 24"-30"18-24"No High VIW 875 Walter`s Viburnum Viburnum obovatum n/a 24"18"16"Yes SHRUB AREAS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS ASC 179 Butterfly Milkweed Asclepias tuberosa n/a 24"12"-14"12"Yes High Full HAC 184 Dwarf Fire Bush Hamelia patens ` compacta`n/a 36"16"16-18"Yes High Full to base MUH 731 Pink Muhly Grass Muhlenbergia capillaris 3 gal 18"14-16"14-16"Yes High Full to base PSY 204 Wild Coffee Psychotria nervosa n/a 30"14-16"14-16"Yes High GROUND COVERS QTY COMMON NAME BOTANICAL NAME SPECIFICATIONS SPACING HEIGHT SPREAD NATIVE XERIC REMARKS IVS 885 Dwarf Schillings Holly Ilex vomitoria `Schillings Dwarf`n/a 20"8-10"8-10"Yes High LOR 595 Dwarf Ruby Fringe Flower Loropetalum chinense rubrum `Ruby`n/a 20"10-12"10-12"No Medium RIA 570 White Indian Hawthorn Rhaphiolepis indica `Alba`3 gal 20"10-12"12"No PLANT SCHEDULE RJKRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000FX: (954) 202-7070www.ThomasEngineeringGroup.com1 8/28/20 G:\RACETRAC\2019\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\LANDSCAPE\LANDSCAPE PLAN----->LAYOUT: L-1.2 STANDARD LANDSCAPE SPECIFICATIONSFLORIDA BUSINESS CERT. OF AUTH. No. 27528THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY RYAN J. KING EBRAHIMIAN, LA6667324 ON 2020-08-28 STANDARD LANDSCAPE SPECIFICATIONS L-1.2 PART 1 - GENERAL DESCRIPTION Provide trees, plants and ground covers as shown and specified. The work includes: 1.Soil preparation. (Topsoil to be provided by GC) 2.Trees, plants and ground covers. 3.Planting mixes. 4.Mulch and planting accessories. 5.Maintenance until final acceptance by RaceTrac Construction Manager Related Work: 1.Irrigation System. QUALITY ASSURANCE Plant names indicated, comply with “Standardized Plant Names” as adopted by the latest edition of the American Joint Committee of Horticultural Nomenclature. Names of varieties not listed conform generally with names accepted by the nursery trade. Provide stock true to botanical name and legibly tagged. Comply with sizing and grading standards of the latest edition of “American Standard for Nursery Stock”. A plant shall be dimensioned as it stands in its natural position. All plants shall be nursery grown under climatic conditions similar to those in the locality of the project for a minimum of 2 years. Stock finished shall be at least the minimum size indicated. Larger stock is acceptable, at no additional cost, and providing that the larger plants will not be cut back to size indicated. Provide plants indicated by two measurements so that only a maximum of 25% are of the minimum size indicated and 75% are of the maximum size indicated. Before submitting bid, the Contractor shall have investigated the sources of supply and satisfied himself that he can supply the listed plants in the size, variety and quality listed and specified. Failure to take this precaution will not relieve the Contractor from his responsibility for furnishing and installing all plant materials in strict accordance with the Contract Documents without additional cost to the Owner. Landscape Architect shall approve any substitutes of plant material or changes in plant material size prior to contractor submitting a bid. SUBMITTALS The Landscape Contractor shall submit the following materials certification: 1.Photographs of landscape material to be used or locations of nurseries for Landscape Architect to tag material. 2.Boulders and rock mulch samples on site and available for approval by Landscape Architect on first site visit during construction. Photographs of boulders and rock mulch may be offered as alternatives to samples on site. 3.Red Oak double shredded hardwood mulch sample on site for approval by Landscape Architect on first site visit during construction. 4.Routine soil test by approved laboratory and or state cooperative. Mix together a minimum of 5 soil cores per site for testing. 5.Upon plant material acceptance, submit written maintenance instructions recommending procedures for maintenance of plant materials. Upon plant material acceptance, submit written maintenance instructions recommending procedures for maintenance of plant materials. DELIVERY, STORAGE AND HANDLING Deliver fertilizer materials in original, unopened, and undamaged containers showing weight, analysis, and name of manufacturer. Store in manner to prevent wetting and deterioration. Take all precautions customary in good trade practice in preparing plants for moving. Workmanship that fails to meet the highest standards will be rejected. Spray deciduous plants in foliage with an approved “Anti-Desiccant” immediately after digging to prevent dehydration. Dig, pack, transport, and handle plants with care to ensure protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order to stock. Protect all plants from drying out. If plants cannot be planted immediately upon delivery, properly protect them with soil, wet peat moss, or in a manner acceptable to the Landscape Architect. Water heeled-in plantings daily. No plant shall be bound with rope or wire in a manner that could damage or break the branches or trunk. Cover plants transported on open vehicles with a protective covering to prevent wind burn. Provide dry, friable, loose topsoil for planting bed mixes. Amend with 4 parts screened topsoil and 1 part organic material (ie. Nature's Helper, Pro-Mix). Frozen or muddy topsoil is not acceptable. PROJECT CONDITIONS Protect existing utilities, paving, and other facilities from damage caused by landscaping operations. A complete list of plants, including a schedule of sizes, quantities, and other requirements is shown on the drawings. In the event that quantity discrepancies or material omissions occur in the plant materials list, the planting plans shall govern. The irrigation system will be installed prior to planting. Locate, protect and maintain the irrigation system during planting operations. Repair irrigation system components, damaged during planting operations, at this Contractor's expense. Do not begin landscape accessory work before completion of final grading or surfacing. WARRANTY Warrant plant material to remain alive and be in a healthy, vigorous condition for a period of 1 year after completion and final acceptance of entire project. Replace, in accordance with the drawings and specifications, all plants that are dead or, are in an unhealthy or unsightly condition, and have lost their natural shape due to dead branches, or other causes due to the Contractor's negligence. The cost of such replacement(s) is at Contractor's expense. Warrant all replacement plants for 1 year after installation. Warranty shall not include damage or loss of trees, plants or ground covers caused by fires, floods, freezing rains, lightning storms or winds over 75 miles per hour, winter kill caused by extreme cold and severe winter conditions not typical of planting area; acts of vandalism or negligence on the part of the Owner. Remove and immediately replace all plants, found to be unsatisfactory during the initial planting installation. Maintain plant material and lawns until final acceptance is made. ACCEPTANCE Inspection to determine acceptance of planted areas will be made by the Owner's representative or Landscape Architect. 1.Planted areas will be accepted provided all requirements, including maintenance, have been complied with and plant materials are alive and in a healthy, vigorous condition. The Contractor will commence the specified plant maintenance once plants have been planted and until final acceptance. CODES, PERMITS AND FEES Obtain any necessary permits for this Section of Work and pay any fees required for permits. The entire installation shall fully comply with all local and state laws and ordinances, and with all established codes applicable thereto. PART 2 - PRODUCTS MATERIALS Plants: Provide plants typical of their species or variety; with normal, densely-developed branches and vigorous, fibrous root systems. Provide only sound, healthy, vigorous plants free from defects, disfiguring knots, sun scald injuries, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestation. All plants shall have a fully developed form without voids and open spaces. Plants held in storage will be rejected if they show signs of growth during storage. 1.Dig balled and burlaped plants with firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recovery of the plant. Provide ball sizes complying with the latest edition of the “American Standard for Nursery Stock”. Cracked or mushroomed balls are not acceptable. 2.Container-grown stock: Grown in a container for sufficient length of time for the root system to have developed to hold its soil together, firm and whole. a.No plants shall be loose in the container. b.Container stock shall not be pot bound or have circling roots. Circling roots will be rejected. 3.Provide trees species that mature at heights over 25 feet with a single main trunk. Trees that have the main trunk forming a “Y” shape are not acceptable. 4.Plants planted in rows shall be matched in form. 5.Plants larger than those specified in the plant list may be used when acceptable to the Landscape Architect. a.If the use of larger plants is acceptable, increase the spread of roots or root ball in proportion to the size of the plant. 6.The height of the trees, measured from the crown of the roots to the top of the top branch, shall not be less than the minimum size designated in the plant list. 7.No pruning wounds shall be present with a diameter of more than 1" and such wounds must show vigorous bark on all edges. 8.Evergreen trees shall be branched to the ground unless specified otherwise. 9.Shrubs and small plants shall meet the requirements for spread and height indicated in the plant list. a.The measurements for height shall be taken from the ground level to the height of the top of the plant and not the longest branch. b.Single stemmed or thin plants will not be accepted. c.Side branches shall be generous, well-twigged, and the plant as a whole well-bushed to the ground. d.Plants shall be in a moist, vigorous condition, free from dead wood, bruises, or other root or branch injuries. ACCESSORIES Topsoil for Planting Beds: Fertile, friable, natural topsoil of loamy character, without admixture of subsoil material, obtained from a well-drained arable site, reasonably free from clay, lumps, coarse sands, stones, plants, roots, sticks, and other foreign materials, with acidity range of between pH 6.0 and 6.8. Topsoil to be at a minimum depth of 6" in planting beds and 4" depth in sodded areas. Fertilizer: Similar or equal to Milorganite (6-3-0). Anti-Desiccant: Protective film emulsion providing a protective film over plant surfaces; permeable to permit transpiration. Mixed and applied in accordance with manufacturer's instructions. Mulch: See plans for type of mulch to be used. A. Hardwood: 6 month old well rotted double shredded native, DARK BROWN hardwood mulch not larger than 4" in length and 1/2" in width, free of wood chips and sawdust. Install minimum depth of 4”. B.River Rock: Rock type to be tan to yellow-brown washed river slicks, 5" - 8" in size. Install in location as shown on Landscape Plan an even depth of 8”. Water: Free of substances harmful to plant growth. Hoses or other methods of transportation furnished by Contractor. Guying/Staking/Wire: No. 10 or 12 gage galvanized wire. 1.Turnbuckles: Galvanized steel of size and gage required to provide tensile strength equal to that of the wire. Turnbuckle openings shall be at least 3". Staking and Guying Hose: New, Two ply, reinforced garden hose not less than 1/2" inside diameter. Green or black in color, all same color for the project. Tree Wrap: Standard waterproofed tree wrapping paper, 2-1/2" wide, made of 2 layers of crepe Kraft paper weighing not less than 30 lbs. Per ream, cemented together with asphalt. Twine: Two-ply jute material. PART 3 - EXECUTION INSPECTION Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. PREPARATION Time of planting: 1.Evergreen material: Plant evergreen materials between August 15 and October 15 or in spring before new growth begins. If project requirements require planting at other times, plants shall be sprayed with anti-desiccant prior to planting operations. 2.Deciduous material: Plant deciduous materials April 1 to June 1 and August 15 to November 15. If deciduous trees are planted in-leaf, they shall be sprayed with an anti-desiccant prior to planting operation. 3.Planting times other than those indicated shall be acceptable to the Owner. Planting shall be performed only by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. Locate plants as indicated or as approved in the field after staking by the Contractor. If obstructions are encountered that are not shown on the drawings, do not proceed with planting operations. Contact Landscape Architect to determine new location. Excavate circular plant pits with vertical sides, except for plants specifically indicated to be planted in beds. Provide shrub and tree pits as shown in tree and shrub planting details. Depth of pit shall accommodate the root system. Provide undisturbed sub grade to hold root ball at nursery grade as shown on the drawings. Root flare must be visible after planting. Provide pre-mixed planting mixture for use around the balls and roots of the plants consisting of 50% excavated material and 50% topsoil mix. Add plant fertilizer per manufacturer's recommendation for each cu. yd. of mixture. Provide pre-mixed ground cover bed planting mixture consisting of 4 parts screened topsoil to 1 part peat moss and plant fertilizer per manufacturer's recommendation for each cu. yd. of mixture. Remove loose material and debris from base surface before placing landscape accessories. Drainage Test Randomly select a representative number of shrub plant pits in each shrub planting area and test for drainage prior to planting. Randomly select a representative number of tree plant pits and test for drainage prior to planting. Fill each selected plant pit with water and let stand for twenty-four (24) hours. Do not proceed with planting where drainage problems are apparent. Report to the Owner's Representative areas which do not drain within twenty-four (24) hours. INSTALLATION Set plant material in the planting pit to proper grade and alignment. Set plants upright, plumb, and faced to give the best appearance or relationship to each other or adjacent structure. Set plant material 2"-3" above the finish grade. No filling will be permitted around trunks or stems. Backfill the pit with topsoil mix and excavated material. Do not use frozen or muddy mixtures for backfilling. Form a ring of soil around the edge of each planting pit to retain water as shown in detail. After balled and burlapped plants are set, muddle planting soil mixture around bases of balls and fill all voids. 1.Remove all burlap, ropes, and wires from the top 2/3 of the root ball. Space ground cover plants in accordance with indicated dimensions. Adjust spacing as necessary to evenly fill planting bed with indicated quantity of plants. Plant to within 24" of the trunks of trees and shrubs within planting bed and to within 12" of edge of bed. Mulching: 1.Mulch tree and shrub planting pits and shrub beds with required (see landscape plan) mulching material 4" deep immediately after planting. Thoroughly water mulched areas. After watering, rake mulch to provide a uniform finished surface. Wrapping, guying, staking: 1.Inspect trees for injury to trunks, evidence of insect infestation, and improper pruning before wrapping. 2.Staking/Guying: a.Stake/guy all trees immediately after lawn sodding operations and prior to acceptance. b.Stake deciduous trees 3" caliper and less. Stake evergreen trees under 8'-0" tall. c.Guy deciduous trees over 3" caliper. Guy evergreen trees 8'-0" tall and over. 3.All work shall be acceptable to the Landscape Architect. Pruning: 1.Prune branches of deciduous stock, after planting, to balance the loss of roots and preserve the natural character appropriate to the particular plant requirements. In general, remove 1/4 to 1/3 of the leaf bearing buds. Remove or cut back broken, damaged, and unsymmetrical growth of new wood. 2.Multiple leader plants: Preserve the leader which will best promote the symmetry of the plant. Cut branches flush with the trunk or main branch, at a point beyond a lateral shoot or bud a distance of not less than 1/2 the diameter of the supporting branch. Make cut on an angle. 3.Prune evergreens only to remove broken or damaged branches. Decorative stone: (where indicated on landscape plan) 1.Install weed control barrier over sub-grade prior to installing stone. Lap 6" on all sides. 2.Place stone without damaging weed barrier. 3.Arrange stones for best appearance. Metal edging: Locate to separate rock mulch from organinc mulch areas or where indicated on landscape plan. 1.Assemble to the lines and elevations indicated. 2.Assemble, align, bend and adjust the sections before back filling. Stake in place per manufacturer's recommendations to prevent frost movement. Readjust after fill is in place. 3.Set top flush with adjoining surfaces. MAINTENANCE The Contractor shall provide as a separate bid, maintenance for a period of 1 year after final acceptance of the project landscaping. The Contractor must be able to provide continued maintenance if requested by the Owner or provide the name of a reputable landscape contractor who can provide maintenance. Maintenance shall include mowing, fertilizing, mulching, pruning, cultivating, weeding, watering, and application of appropriate insecticides and fungicides necessary to maintain plants and lawns free of insects and disease. 1.Re-set settled plants to proper grade and position. Restore planting saucer and adjacent material and remove dead material. 2.Tighten and repair guy wires and stakes as required. Remove guy wires after one year. Guy straps are not to be too tight some slack is required. 3.Correct defective work as soon as possible after deficiencies become apparent and weather and season permit. 4.Water trees, plants and ground cover beds within the first 24 hours of initial planting, and not less than twice per week until final acceptance. CLEANING Perform cleaning during installation of the work and upon completion of the work. Remove from site all excess materials, soils, debris, and equipment. Repair damage resulting from planting operations.STANDARD LANDSCAPE SPECSALL TREES SHALL BE FLORIDA NUMBER 1. ALL PLANT MATERIALS SHALL MEET THE MINIMUM SPECIFICATIONS LISTED IN THE SCHEDULE ABOVE; FAILURE TO MEET SPECIFICATIONS, INCLUDING SPECIES LISTED, SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY - NO EXCEPTIONS; OPTIONS FOR ALTERNATE SPECIES BASED ON LACK OF STATEWIDE AVAILABILITY SHALL BE FURNISHED TO LANDSCAPE ARCHITECT OF RECORD A MINIMUM OF 30 DAYS BEFORE COMMENCEMENT OF CONSTRUCTION; LACK OF AVAILABILITY WILL BE VERIFIED USING THE LATEST INDUSTRY ACCEPTED PUBLICATION LISTINGS RJKRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000FX: (954) 202-7070www.ThomasEngineeringGroup.com1 8/28/20 G:\RACETRAC\2019\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\LANDSCAPE\LANDSCAPE PLAN----->LAYOUT: L-1.1 STANDARD LANDSCAPE DETAILSFLORIDA BUSINESS CERT. OF AUTH. No. 27528THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY RYAN J. KING EBRAHIMIAN, LA6667324 ON 2020-08-28 STANDARD LANDSCAPE DETAILS L-1.1STANDARD LANDSCAPE DETAILS5'-0" Minimum From Edge of Rootball 6"3'-6" Depth3'-0"3'-0"CL 5'-0"Min"Bio-Barrier" Is Manufactured By: "Reemay, Inc." - 70 Old Hickory Blvd. - P.O.Box 511 Old Hickory, TN 37138 - Phone: 1-800-25-ROOTS Applicable Use of Root Barriers: If a Canopy Tree and/ or Palm Is To Be Installed Within Less Than (10') Ten Feet Separation From A Water Main (or Service) and/ or Sewer Main (or Service). The Landscape Contractor Shall Install a Root Barrier Parallel To The Utility As Required and as per This Detail. The Contractor Shall Maintain A (5') Five Feet Minimum Horizontal Distance From Outside Edge of Rootball To The Utility or any Paved or Concrete Surface. The Landscape Contractor Shall Verify The Existing Locations of The Applicable Water Utilities, In The Field, Prior To Any Tree Installations Requiring A Root Barrier. Suggested Installation Method: Dig A Vertical Trench Between The Root Source of The Tree and The Surface and/ or Utility Line To Be Protected. The Trench Must Be At Least 6'-0" In Length (Centered On Tree) and Must Be at Least 4'-0" In Depth Parallel To The Applicable Surface, Service and/ or Utility. Note: For New Tree installations, Trench May Be Dug At The Same Time as The Hole For The Applicable Tree and/ or Palm. Using Impervious Gloves, Roll Out "Bio-Barrier" and Trim To Fit The Specific Application. Insert The Barrier Vertically Into The Trench, With The Top Edge of The Barrier (6") Six Inches Below The Soil Surface. Tamp Backfill Firmly Into Trench With 'Bio-Barrier" Contained, Eliminating Air Pockets or Soil Voids Accordingly. Dissolve The Coating and Activate The Product By Saturating The Backfill and 'Bio-Barrier" With Water. After Completed, Smooth The Soil Surface To Finish Grade, Allowing Excess Material For Soil Setting. Section Plan (3) WOOD Palm Batten(TM) SOIL BERM TO HOLD SECURE FRONDS UNTIL INSTALLED PINEAPPLE OR NUT LOCKING POLYPROPYLENE BANDS OR STEEL LOCKING BANDS TO SECURE BATTENS (3) EQUALLY SPACED 2"x4" WOOD BRACES - P.T. NAIL TO Palm Batten(TM) & 2x4 STAKES FLAG AT MIDPOINT & BASE PREPARE PLANTING SOIL AS SPECIFIED SAUCER AT EDGE OF ROOTBALL SLOW RELEASE FERTILIZER TABLETS AS SPECIFIED 2" X 4" X 24" PRESSURE TREATED PINE GROUND STAKE BACKFILL AS SPECIFIED FINISH GRADE 2" BELOW TOP ROOT MULCH AS SPECIFIED & 4" FROM TRUNK ROOTBALL ON UNEXCHANGED SUBGRADE PLANTING PIT IS TO BE 3 TIMES THE ROOT BALL SHOVEL CUT SEE DETAIL 3 SOIL BERM TO HOLD MULCH AS SPECIFIED & 4" FROM TRUNK ROLLOVER CURB WITH 1' LANDING EXISTING SUBSOIL 12" CONC. BACKING SEE SITE PLAN 12" CONC. BACKING SEE SITE PLAN UNDISTURBED SOIL FINISHED GRADE MULCH PREVIOUS GROWING LEVEL AT FINISHED GRADE EXISTING GROUND LINE BERM DOWNHILL SIDE ONLY MULCH #1 #1 #2 ELONGATED SLOPE PIT THEY ACCOMMODATE THE PLANTS AS SHOWN. OR SQUARE PITS ARE ACCEPTABLE PROVIDED AS DIRECTED BY THE ENGINEER. RECTANGULAR ELONGATED PITS MAY BE USED ON SLOPES #2 * 1/3 BALL DIAMETER #1 * BALL DIAMETER STAKED PALM TREE PLANT PLACEMENT ON SLOPE 4 9 TURF SIDE PLANTING BED SIDE SHREDDED HARDWOOD MULCH, 2" DEPTH. ADDITIONAL 1" DEPTH OF MULCH TO BE ADDED YEARLY SHOVEL CUT BED EDGE AT 45°-90° ANGLE, 6" DEEP FINISHED GRADE AT TURF SUBGRADE PREPARED SOIL, PER SPECS 4" MULCH AS DEFINED IN THE LANDSCAPE SPECIFICATIONS SHEET 1-1.3, PART 2 HOLD MULCH 4" FROM TRUNK. SHOVEL CUT BED EDGE PER RACETRAC DETAILS TREE TRUNK CANOPY OR ORNAMENTAL TREE 40°-90° ENDS AND TRIMMING PIECES. TOOL FOR TUCKING DOWN THE MASON'S TROWEL IS A HANDY NOT OVERLAP. A SHARPENED DO NOT LEAVE SPACES AND DO TIGHTLY AGAINST EACH OTHER. PATTERN. BUTT THE STRIPS LAY SOD IN A STAGGERED LEAVES, UP TO 1/2" THICK. - GRASS CLIPPINGS AND DEAD THATCH FOR STRENGTH. 1/2" - 3/4" THICK, WITH DENSE ROOT MAT - SOIL AND ROOTS SHOULD BE ROOT ZONE CUTTING HEIGHT. HEALTHY, MOWED AT A 2"-3" GRASS SHOULD BE GREEN AND - OR GRASS BLADES. SHOOTS APPEARANCE OF GOOD SOD M-L,PKENTUCKY WEATHER COOL ZOYSIA WEATHER WARM MYER EMERALD P,C WEATHER WARMC RALEIGH BITTERBLUE COMMON -P,C WEATHER WARM WEATHER WARMP,CPENSACOLA SOD PLANTING REQUIREMENTS GRASS VARIETIES AREA RESOURCE SEASON GROWING P,C P,C P,C M-L,P,C WEATHER WARM 30 50-100 50-100 400 800 1500 10-10-10 6-12-12 6-12-12 MAINTENANCE SECOND FIRST GRASSES SEASON WARM GRASSES SEASON COOL SPECIES OF TYPES MAINTENANCE SECOND FIRST YEAR PLANTING SOD FERTILIZER REQUIREMENTS FOR (N-P-K) FERTILIZER (lbs/acre) RATE (lbs/acre) DRESSING RATE NITROGEN TOP 10-10-10 6-12-12 6-12-12 400 1000 1500 30 - 50-100 FALL.025100010-10-10 SEASON (lbs/sq ft) RATE FERTILIZER (lbs/acre) RATE FERTILIZER TYPE FERTILIZER SOIL SURFACE APPLICATION FERTILIZER REQUIREMENTS FOR TIFLAWN TIFGREEN TIFWAY COMMON SLOW RELEASE FERTILIZER TABLETS AS SPECIFIED BACKFILL AS SPECIFIED EXISTING SUBSOIL PLANTING PIT TO BE 3 TIMES THE ROOT BALL REMOVE CONTAINER ENTIRELY. IF B&B CUT & PULL BACK BURLAP FROM UPPER 2 3 OF ROOT BALL. PREPARE GROUNDCOVER BED BY TILLING ENTIRE BED AREA. PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE SPECIFICATIONS ON SHEET L-1.3 PART 3 4" MULCH AS DEFINED IN LANDSCAPE SPECIFICATIONS SHEET L-1.3 PART 2. PLACE MULCH IN BED PRIOR TO PLANTING GROUNDCOVER/ANNUALS. EXISTING SUBGRADE 12" MIN EDGE OF BED DD D A A PLANT ROW SPACING 'D' ROW SPACING 'A' PLANTS/10SF 8" O.C. 12" O.C. 15" O.C. 18" O.C. 6.9" 10.4" 13.0" 15.7" 26 12 7 5 A = ROW SPACING B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR PATTERNAS SHOWN, SPACED EQUALLY FROM EACHOTHER AT SPACING INDICATED ON PLANT LIST. LIMIT OF MULCH AGAINST TRUNK 4" FROM TRUNK GUYLINE STRAPPING 6' MIN. DISTANCE TO NEXT TREE RING 3' MIN. NOTE: NO ROLLED SOD IN FLORIDA ROOT BALL #2 VARIABLE SHOVEL CUT BED EDGE MULCHING RING AT TREES SHRUB(GENERAL) GROUNDCOVER PLANTING SOD BERMUDA GRASS BAHIA GRASS CENTIPEDE ST. AUGUSTINE TALL FESCUE 2 3 76 10LANDSCAPE ISLAND BED (TYP) 8 11 1 5 S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00'SE 10th ST.(NE PARK STREET) (75' ROW) FDOT MAINTAINEDLOADING ZONERACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTER SATELLITE MASTER DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE D D D D D D D DDSLSLSLSLSL SL SL SL SL SL SL W W W WWWWWWWWWWWWWWWWWWWWWWW W W SL D D W W W W W W DDDDPROP. RETENTION AREA 393.87' 393.38' 39' EXISTING LIVE OAK TREE TO REMAIN UNDISTURBED & PROTECTED (TYP.) EXISTING LIVE OAK TREE TO BE REMOVED FOR CONSTRUCTION (TYP.) EXISTING LIVE OAK TREES TO BE REMOVED FOR CONSTRUCTION (TYP.) EXISTING SABAL PALMS TO BE REMOVED FOR CONSTRUCTION (TYP.) EXISTING LIVE OAK TREE TO REMAIN UNDISTURBED & PROTECTED (TYP.) (2) EXISTING SABAL PALMS COUNTED TOWARDS WEST BUFFER TREE REQUIREMENT @ 1:1 TO REMAIN UNDISTURBED & PROTECTED (TYP.) EXISTING SABAL PALMS TO REMAIN UNDISTURBED & PROTECTED (TYP.) EXISTING LIVE OAK TREE TO BE REMOVED FOR CONSTRUCTION (TYP.)EXISTING SABAL PALMS TO BE REMOVED FOR CONSTRUCTION (TYP.) BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODBAHIA SODST. AUGUSTINE SOD ST. AUGUSTINE SOD TD 7 CS 4 LM 3 AR 3 AR 1 LM 1 IC 1 QV 7 LM 3 AR 3 LM 3 LM 3 AR 3 IVS 154 PSY 55 QV 4 NOP 5 IC 2 HAC 18 IVS 391 MUH 86 RIA 57 AES 3LOR 112 HAC 18 IC 2 AR 3 HAC 19 AR 2 NOP 5 PSY 30 IVS 124 AES 2 RIA 47 IGA 185 QV 1 AES 2 ST. AUGUSTINE SOD ST. AUGUSTINE SOD ST. AUGUSTINE SODSP 3 QV 2 UD 2 QV 1 LOR 20 PSY 8 LOR 13ST. AUGUSTINE SODLM 4 13.31'590'14.5'31' 590' 590' MUH 97 AR 3 14.5'FOR LEFT TURN ONLY, LIMITS OF CLEAR SIGHT LINE d=590' FOR 22' OR LESS MEDIAN PER FDM EXHIBIT 212-6, DESIGN SPEED 45 MPH EXISTING LIVE OAK TREE TO BE REMOVED FOR CONSTRUCTION (TYP.) ROOT BARRIER (TYP.) QV 1 LOR 74 PSY 40 ASC 18 LOR 74 ASC 13 MUH 241 LOR 17 ASC 23 HAC 14RIA 73 MB 1 HAC 14 UD 2 RIA 118 ASC 15 SP 2 LOR 26 MB 1 LOR 22 HAC 4 ASC 22 PSY 30 IGA 17 LOR 38 HAC 14 RIA 39 QV 2 ASC 64 HAC 15 AES 1 UD 2 NOP 2 IC 3 IVS 216 PSY 13 SP 2 IGA 86 PSY 28 RIA 47 MUH 184 AES 2 NOP 1 HAC 29 RIA 112 RIA 77 MUH 123 HAC 10 LOR 26 MB 2 HAC 15 ASC 24 AES 1 LOR 155 IGA 39 LOR 4 HAC 8 LOR 7 LOR 7 HAC 4 HAC 2 VIW 875 QV 1 FOR RIGHT TURN ONLY, LIMITS OF CLEAR SIGHT LINE d=590' FOR 22' OR LESS MEDIAN PER FDM EXHIBIT 212-6, DESIGN SPEED 45 MPH 4.22'ROOT BARRIER (TYP.) ROOT BARRIER (TYP.) ROOT BARRIER (TYP.) ROOT BARRIER (TYP.) ROOT BARRIER (TYP.) ROOT BARRIER (TYP.) MB 1 ROOT BARRIER (TYP.) AR 3572.89'ROOT BARRIER (TYP.)ROOT BARRIER (TYP.) UD 3 PROJECT LIMITS PROJECT LIMITS BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD BAHIA SOD GRAPHIC SCALE IN FEET 1" = 40' 0 40 80 1202040 160 LANDSCAPE PLANR Know what's below. Call before you dig. RJKRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000FX: (954) 202-7070www.ThomasEngineeringGroup.com1 8/28/20 G:\RACETRAC\2019\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\LANDSCAPE\LANDSCAPE PLAN----->LAYOUT: L-1.0 LANDSCAPE PLANFLORIDA BUSINESS CERT. OF AUTH. No. 27528THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY RYAN J. KING EBRAHIMIAN, LA6667324 ON 2020-08-28 LANDSCAPE PLAN CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.L-1.0 DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE CITY TREES TO BE PRESERVED ON SITE SHALL BE PROTECTED FROM CONSTRUCTION DAMAGE BY BARRICADING AROUND THE OUTER EDGE OF THE DRIP-LINE OF THE TREES, PRIOR TO THE ISSUANCE OF A TREE REMOVAL PERMIT, & PRIOR TO ANY CONSTRUCTION ACTIVITY & MUST BE INSPECTED BY THE CITY ANY PERVIOUS AREA TO REMAIN THAT IS DISTURBED & IS NOT NOTED TO BE LANDSCAPED WITH SHRUBS OR GROUNDCOVER, SHALL BE SODDED ALL LANDSCAPED AREAS TO BE FULLY COVERED BY AUTOMATIC IRRIGATION SYSTEM AS PER CITY CODES AND REQUIREMENTS. ALL AREAS SHALL BE IRRIGATED & SHALL HAVE A 100% COVERAGE WITH 100% OVERLAP. A RAIN SENSOR IS REQUIRED. THE USE OF CYPRESS MULCH IS DISCOURAGED AND ALL MULCH IS TO BE KEPT AT A MINIMUM 6" FROM THE BASE OF ALL PLANT MATERIALS. ANY EXISTING SOD AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED & RESTORED TO PRE- CONSTRUCTION CONDITIONS WITH LIKE MATERIALS PROVIDE SMOOTH CONTINUOUS EDGES AS SHOWN BETWEEN ALL ADJACENT SHRUB AREAS &/OR SOD AREAS BY SHOVEL CUTTING EDGES OF MULCH BEDS TO A DEPTH OF 2-3" ALL NUISANCE, EXOTIC VEGETATION SHALL BE ERADICATED & REMOVED FROM THE ENTIRE SITE IN PERPETUITY POLES AND TIES ARE TO BE REMOVED PRIOR TO PLANTING. TREES ARE TO BE ABLE TO STAND WITHOUT SUPPORT. THOSE THAT CANNOT STAND UPRIGHT ALONE WILL BE REJECTED. ROOT PROTECTION BARRIERS SHALL BE INSTALLED ON ANY PROPOSED TREE WITHIN 10' OF EXISTING OR PROPOSED UNDERGROUND UTILITIES; SEE ROOT PROTECTION DETAIL ON SHEET L1.1 ALL TREES SCHEDULED TO BE REMOVED OR THAT HAVE BEEN PREVIOUSLY REMOVED AND HAVE REMAINING STUMPS, SHALL BE CUT DOWN, STUMP GROUND & SHALL HAVE ALL ROOTS REMOVED. NOTE: ALL ABOVE GROUND MECHANICAL EQUIPMENT SUCH AS, BUT NOT LIMITED TO, EXTERIOR UTILITY BOXES, METERS, AND TRANSFORMERS NOT CURRENTLY KNOWN OR DEPICTED SHALL BE VISUALLY SCREENED WITH SHRUBS (IN ADDITION TO THOSE SHOWN ON THE PLANT LIST) TO A MINIMUM HEIGHT OF 6" ABOVE TOP OF EQUIPMENT. BACK FLOW PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL STRUCTURE. CONTRACTOR SHALL INCLUDE A CONTINGENCY ALLOWANCE FOR SUCH ADDITIONAL SHRUBS AT BID EXISTING NATIVE TREES & VEGETATION SHALL BE PROTECTED & PRESERVED TO THE GREATEST EXTENT POSSIBLE ALL ROOT-PRUNING & CANOPY TRIMMING ACTIVITIES SHALL BE CONDUCTED UNDER THE SUPERVISION OF AN ISA CERTIFIED ARBORIST UTILIZING BEST MANAGEMENT PRACTICES TO ENSURE VIABLITY OF EXISTING TREES; NO TREE CANOPY SHALL BE TRIMMED BY MORE THAN 25% ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING STANDARDS ALL TREES TO REMAIN IN SITE WORK AREA SHALL BE PRUNED FOR STRUCTURAL UNIFORMITY, SITE / ROADWAY CLEARANCE, & FOR DEAD & CROSSING BRANCHES; & ROOT PRUNED FOR NEW CONSTRUCTION (IF APPLICABLE) UNDER THE SUPERVISION OF AN ISA CERTIFIED ARBORIST PRIOR TO ANY CONSTRUCTION TAKING PLACE GENERAL EXISTING TREE NOTES: 1.TREE PROTECTION BARRICADES SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AROUND EXISTING TREES THAT MAY BE IMPACTED BY THE PROPOSED CONSTRUCTION. PRIOR TO ANY CONSTRUCTION A TREE PROTECTION BARRICADE INSPECTION SHALL BE CONDUCTED BY THE LANDSCAPE ARCHITECT, OWNER OR GOVERNING MUNICIPALITY. REFER TO LANDSCAPE DETAIL FOR TREE PRESERVATION BARRICADE FENCING. 2.ALL ROOT-PRUNING & CANOPY TRIMMING ACTIVITIES SHALL BE CONDUCTED UNDER THE SUPERVISION OF AN ISA CERTIFIED ARBORIST UTILIZING BEST MANAGEMENT PRACTICES TO ENSURE VIABILITY OF EXISTING TREES; NO TREE CANOPY SHALL BE TRIMMED BY MORE THAN 25%. 3.ROOT-PRUNE ALL TREES IN CONSTRUCTION AREA FOR THIS SITE A MINIMUM OF (6) WEEKS PRIOR TO ANY CONSTRUCTION OR INSTALLATION OF UTILTIES. TRENCHES FOR PROPOSED UTILITIES SHALL BE HAND DUG AS FAR FROM THE TRUNK OF EXISTING TREES TO REMAIN AS POSSIBLE. 4.LIQUIDATED DAMAGES SHALL BE ASSESSED TO THE CONTRACTOR FOR TREES SPECIFIED TO BE PRESERVED THAT DIE OR ARE DAMAGED AS A RESULT OF IMPROPER TREE PROTECTION PROCEDURES &/OR CONSTRUCTION OPERATIONS. TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY PERCENT (20%) PER INCH OVER FOUR INCHES (4”) CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES, OR AS MAY BE REQUIRED BY THE REGULATING GOVERNMENT AGENCY, WHICHEVER IS GREATER. CALIPER SHALL BE MEASURED AT BREAST HEIGHT OR FOUR FEET (4') ABOVE SURROUNDING GROUND. 5.ANY NECESSARY TREE TRIMMING SHALL BE IN ACCORDANCE WITH THE JURISDICTIONAL PRUNING STANDARDS PRIOR TO ANY CONSTRUCTION WORK TAKING PLACE. 6.IN ALL VEHICULAR USE AREAS, ALL TREES SHALL BE PRUNED & MAINTAINED TO ALLOW FOR CLEAR PASSAGE AT AN 8.5 FT HEIGHT. 7.ROOT BARRIERS SHALL BE PROVIDED FOR ADJACENT TO ALL PROPOSED UTILITIES. SEE ROOT BARRIER DETAIL ON THIS SHEET. RACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTER SATELLITE MASTER DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE 3/4" ENDOPURE WATER LINE FOR YARD HYDRANT (PRIVATE) REFER TO PLUMBING PLANS FOR CONT. OF UTILITIES INSIDE BLDG S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00'SE 10th ST.(NE PARK STREET) (75' ROW) FDOT MAINTAINED PROP. 2" X 3/4" TEE W/ 3/4" GV FOR YARD HYDRANT SERVICE (PRIVATE) C1 PROP 75 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) D D D D D D D DDSLSLSLSLSL SL SL SL SL SL SL W W W WWWWWWWWWWWWWWWWWWWWWWW W W SL D D W W W W W W DDDDEXIST. SANITARY MANHOLE RE: TBC I.E.(N): TBC I.E.(NW): TBC EXIST. FIRE HYDRANT PROP 514 LF OF 12" DIP WATER MAIN W/ 10' U.E. (PUBLIC) 12 SD1YARD HYDRANT (TYP) PROP 6" C.O. I.E. = 13.80 (PUBLIC) C3 C2 C5 C7 PROP 6" C.O. I.E. = 14.80 (PRIVATE) PROP 6" C.O. I.E. = 15.60 (PRIVATE) PROP 6" C.O. I.E. = 16.30 (PRIVATE) PROP 6" C.O. I.E. = 16.75 (PRIVATE) PROP 61 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 43 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 94 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 15 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PUBLIC) PROP SAN. SEWER CONNECTION W/ 8"X 4" WYE AT MIN. I.E.=13.60 PROP 94 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP. 12" X 12" TAPING SLEEVE W/ GV SAMPLE PT#1 PROP. FIRE HYDRANT ASSEMBLY. SAMPLE PT #2 10'10'PROP. 12" X 6" TEE W/ 6" GV AND 12" PLUG ON NORTH END PROP. FIRE HYDRANT ASSEMBLY. SAMPLE PT #4 C4 C6 PROP. 12"x6" TEE W/ 6" G.V. PROP. 1250 GALLON GREASE TRAP W/ SAMPLE PORT SEE DETAIL 4 ON SD2 LOCATION OF WATER SHUT OFF VALVE OUTSIDE OF BUILDING PROP 4" C.O. I.E. = 18.60 PROP 6"X 4" WYE REFER TO PLUMBING PLANS FOR CONT. OF UTILITIES INSIDE BLDG PROP 4" C.O. I.E. = 18.60 DDD D D D D D D D D D D D D D D D D DDDSLSLSLSLSLSLSL SL SL SL SL SL SL DD DS L S L W W W W W W W W W W W W W W W W W PROP 4" C.O. I.E. = 17.75 C3 C2 C5 PROP 20 LF 4" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 4" C.O. I.E. = 18.45 PROP 94 LF 6" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 40 LF 4" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 12 LF 4" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) PROP 4 LF 4" PVC SS LATERAL @ 1% MIN. SLOPE (PRIVATE) C4 C6 PROP 6"X 4" WYE PROP 2" ENDOPURE WATER SERVICE (PRIVATE) PROP 2" ENDOPURE WATER SERVICE (PRIVATE) PROP 2" ENDOPURE WATER SERVICE (PRIVATE) PROP. CORP STOP 1.5" WATER LINE W/ 1" METER FOR IRRIGATION SERVICE SEE IRRIGATION PLANS FOR CONT. PROP. 1" PRESSURE VACUUM BREAKER WITH BOLLARDS PROP. 2" BACKFLOW PREVENTER WITH BOLLARDS PROP. CORP STOP FOR 2" WATER LINE W/ 1.5" METER FOR WATER SERVICE WWWWWWWW W W WWWWWW PROP. 12"X4" TEE W/ 4" GV 10' U.E.10'PROP. 12" WATER MAIN WITHIN 10' U.E.(PUBLIC)UTILITY PLANC6.1 R Know what's below. Call before you dig. UTILITY NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 2.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION. 4.CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 5.CONTRACTOR SHALL REFER TO ARCHITECTS PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH CITY UTILITY REQUIREMENTS AS TO LOCATIONS AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING EXISTING FACILITIES. 6.CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS, POWER COMPANY, & TELEPHONE COMPANY FOR ACTUAL ROUTING OF POWER AND TELEPHONE SERVICE TO BUILDING. 7.SEE DETAIL SHEETS FOR BACKFILLING AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES. 8.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARD OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED TO, ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 9.CONTRACTOR SHALL COORDINATE WITH OTHER UTILITIES TO ASSURE PROPER DEPTH AND PREVENT ANY CONFLICT OF UTILITIES. 10.CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 11.CONTRACTOR SHALL ON ALL UTILITIES, COORDINATE INSPECTION WITH THE APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES AT INSTALLATION. 12.THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND OWNERS INSPECTING AUTHORITIES. 13.SITE CONTRACTOR TO COORDINATE PROPOSED RECONNECTION OF ALL UTILITIES WITH ARCHITECTURAL PLANS AS WELL AS UTILITY COMPANIES AND BUILDING CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL EXPENSES THAT RESULT FROM DELAYED OR FAILED TEST DURING ANY PHASE OF THE CONSTRUCTION PROCESS. THIS INCLUDES FEES INCURRED THROUGH RESCHEDULING OF ANY RACETRAC VENDORS OR EQUIPMENT TO ACCOMMODATE. 14.EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE DESIGN LOCATIONS SHALL BE REPORTED TO THE OWNER OR ENGINEER PRIOR TO CONSTRUCTION. 15.CONTRACTOR SHALL REFER TO PLANS BY OTHERS FOR ENTRY LOCATION OF ALL WATER, SEWER SERVICE, ELECTRICAL, AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH THE REGULATORY AGENCY AS TO THE LOCATION AND TIE-INS/CONNECTIONS TO THEIR FACILITIES. 16.SEE COVER SHEET FOR LIST OF UTILITY COMPANIES AND CONTACT PERSONS. 17.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL UNDERGROUND UTILITIES WITH HIS WORK. ALL UNDERGROUND UTILITIES (WATER, SANITARY SEWER, STORM SEWER, ELECTRICAL CONDUIT, IRRIGATION SYSTEMS, AND ANY OTHER MISC. UTILITIES) SHALL BE IN PLACE PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL, AND THE PLACEMENT OF ANY APPROPRIATE SOIL STABILIZATION TECHNIQUE. 18.CONTRACTOR SHALL PROVIDE BOLLARDS FOR PROTECTION OF ALL ABOVE GROUND UTILITIES AND APPURTENANCES ADJACENT TO DRIVE AREAS. 19.CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. PROPOSED NOTE W E T TYPICAL NOTE TEXT UTILITY LEGEND UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE BACKFLOW PREVENTER S WATER METER CATCH BASIN OVERHEAD WIRE CLEAN OUT ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD 88). DATUM NOTE: CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. JFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (95) 202-7000FX: (95) 202-7070ZZZ.TKoPasEngLnHHULngGUoup.FoP1 8/27/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-UTILITY PLAN----->LAYOUT: UTILAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 27528UTILITY PLAN GRAPHIC SCALE IN FEET 1" = 40' 0 40 80 1202040 160 SCALE: 1"=10' UTILITY DETAIL A SCALE: 1"=10' UTILITY DETAIL B SEE UTILITY DETAIL A ON THIS SHEET SEE UTILITY DETAIL B ON THIS SHEET RACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTER SATELLITE MASTER DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE D D D D D D D DDSLSLSLSLSL SL SL SL SL SL SL W W W WWWW WWWWWWWWWWWWWWWWWWW W W SL D D W W W W W W DDDD: : : No. 4PROP. C-4 CURB INLET RIM EL.17.32 I.E. (NW)14.50 I.E. (S)14.50 PROP. 366 LF 18" HDPE PROP. 42 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 6" C.O. @ I.E. = 20.00 : : : No. 11PROP. CATCH BASIN (C-4) G.E.17.64 I.E. (NE)14.50 I.E. (S)14.50 S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00'SE 10th ST.(NE PARK STREET) (75' ROW) FDOT MAINTAINED : : : No. 3PROP. C-4 CURB INLET RIM EL.18.02 I.E. (NW)14.50 I.E. (SE)14.50 : : No. 6PROP. C-4 CURB INLET RIM EL.20.34 I.E. (NE)14.50 : : No. 7PROP. C-4 CURB INLET RIM EL.20.18 I.E. (NW)14.50 : : : No. 8PROP. C-4 CURB INLET RIM EL.19.87 I.E. (N)14.50 I.E. (SE)14.50 : : : No.5PROP. C-4 CURB INLET RIM EL.20.39 I.E. (N)14.50 I.E. (SW)14.50 : : No.1PROP. DBI (4' SQ.) G.E.16.00 I.E. (SW)14.00 : : No.2PROP. DBI (4' SQ.) G.E.16.00 I.E. (SE)14.00 PROP. 21 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 82 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 6" C.O. @ I.E. = 18.70 PROP. 6" C.O. @ I.E. = 17.15 PROP. 6" C.O. @ I.E. = 20.00 PROP. 80 LF 18" HDPE PROP. 113 LF 18" HDPE PROP. 324 LF 18" HDPE PROP. 99 LF 18" HDPE PROP. 104 LF 18" HDPE PROP. 155 LF 18" HDPE PROP. RETENTION AREA TOP OF BANK (20.00): 0.833 AC BOT. OF BANK (16.00): 0.555 AC REPLACE EXIST. CURB INLET TOP WITH PROP. VALLEY GRATE LID R.E:20.00 PROP. 6" C.O. @ I.E. = 18.75 : : : : No.9PROP. C-5 CURB INLET RIM EL.19.87 I.E. (N)14.50 I.E. (S)14.50 I.E. (E)14.50 PROP. 153 LF 18" HDPE : : : No. 10PROP. C-4 CURB INLET RIM EL.19.87 I.E. (W)14.50 I.E. (E)15.00 PROP. 193 LF 18" HDPE W/ 173 LF OF 5'X10' EXFILT. TRENCH PROP. 53 LF 18" HDPE PROP. 60 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 6" C.O. @ I.E. = 19.15 PROP. 82 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 22 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 50 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 77 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 6" C.O. @ I.E. = 18.20 PROP. 6" C.O. @ I.E. = 17.40 PROP. 67 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 67 LF 6" PVC RWL @ 1% MIN SLOPE PROP. 212LF 6" TRENCH DRAIN GRAPHIC SCALE IN FEET 1" = 40' 0 40 80 1202040 160 DRAINAGE PLANPROPOSED NOTE W E T TYPICAL NOTE TEXT PAVING, GRADING & DRAINAGE LEGEND UNDERGROUND WATER LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE STORM SEWER SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE STORM MANHOLE CLEAN OUT S WATER METER CATCH BASIN OVERHEAD WIRE 1. CONTRACTOR TO SAW-CUT AT ALL LOCATIONS OF REMOVAL OF EXISTING CONC. SIDEWALK, CONC. CURB AND ASPHALT UNLESS OTHERWISE NOTED. ALL BASE AND SUBASE MATERIAL SHALL BE REMOVED WITHIN THE PROPOSED LANDSCAPED AREA. 2. CONTRACTOR TO MATCH EXIST. GRADES AND TO CONSTRUCT A SMOOTH TRANSITION FROM EXISTING FACILITIES TO PROPOSED. 3. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FROM CONSTRUCTION SITE AND DISPOSE PER LOCAL ORDINANCES. 4. CONTRACTOR TO ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH CITY DESIGN STANDARDS. 5. CONTRACTOR TO SOD ALL DISTURBED AREAS, SODDING INCLUDES MAINTAINING SLOPE AND SOD UNTIL COMPLETION AND ACCEPTANCE OF THE TOTAL PROJECT OR GROWTH IS ESTABLISHED WHICHEVER COMES LAST. 6. ALL EXISTING TRAFFIC SIGNS DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 7. THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE EVENT THAT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OF THESE STANDARDS OR THE PROGRESSION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION OF AFFECTED AREA. 8. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS/HER CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. 9. NOTIFY SUNSHINE STATE ONE CALL (1-800-432-4770) PRIOR TO CONSTRUCTION. 10.PROJECT BASED ON DESIGN SURVEY PREPARED BY OTHERS. DURATION OF CONSTRUCTION IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 600. 11.THE CONTRACTOR SHALL NOT ENCROACH ONTO PRIVATE PROPERTY WITHOUT EASEMENTS NECESSARY FOR COMPLETION OF THE WORK. 12.THE EXISTING UNDERGROUND UTILITIES SHOWN ARE PER ABOVE GROUND SURVEY DATA AND UTILITY AS-BUILT DATA. THIS INFORMATION DOES NOT WARRANT EXACT SIZE AND LOCATION OF THE UTILITIES. ALSO, THERE MAY BE ADDITIONAL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION THAT MAY BE AFFECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND PROTECTING EXISTING UTILITIES DURING THE COURSE OF CONSTRUCTION. 13.PLEASE SEE MEP PLANS FOR CONTINUATION OF ROOF LEADERS. 14.2.0% MAXIMUM SLOPE ON HANDICAP SPACES AND ADA ACCESS WAYS. 15.ALL SIDEWALKS SHOULD HAVE A MAXIMUM CROSS SLOPE OF 2.0% 16.16. ALL GRADE SHOTS ARE TO BE EDGE OF PAVEMENT (EOP) UNLESS OTHERWISE NOTED CONSTRUCTION NOTES: R Know what's below. Call before you dig. CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. JFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000FX: (954) 202-7070ZZZ.TKoPasEngLnHHULngGUoup.FoP1 8/28/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-DRAINAGE PLAN----->LAYOUT: DRAINAGEAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 27528DRAINAGE PLAN C 5.1 ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD 88). DATUM NOTE: LOADING ZONERACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTERSATELLITE MASTER DEF FEMASTERSATELLITE DEF FEMASTERSATELLITE DEF FEMASTERSATELLITE DEF FEMASTERSATELLITE AIR / VAC SERVICE 20.7 18.9 17.9 17.6 0.3%0.3%2%1.4% 0.2%0.2%0.1%0%1%2%1. 4 % 0 . 8% 1.5%2%2%18.2 21.3421.34 17.5 21.23 17.3 17.9 20.87 21.02 21.44 21.5 21.48 18.72%2.1%1.6%1.8%1.3%1.7%2.4%1%2%2%1.2% 1% 1%1.8%2%2%1%1%2.2%2.6% 1% 1% 1%1%2%2.4%1%1.9%1.7%1.7%2%1.8%1.1%1.1%1.1%1.1%1.1%2%2%1.9%1%1%1.9%2.5%2.2%2 % 2%2.1%2%2.2%1.9%2.2%1.8%1%1%1.9%1. 6%1%2%1% 1.9%2.5%2. 5% 2. 1 %1.8%2.1%2%1.1%0.9%1%1%1% 1% 1%0.8%1%1.7%1% 1.2%1.3%1.2%1.7%1.1%1%1.5%1%1.2% 1.1%1%1.2%1.5% 1.1%1.5% 1.2% 18.5 19.1 20.5 1%1.4%1.1%1%1 . 4% 1%2.1%1%0.8%2%2% 2 % 1%1%1%2%1.4% 2.2%2%2.4%1.3%1.2 %1%1%1%2.2%1.1%1.3%1% 1.1%1.1%1.7%1.8%1%1%2.1%1.7%1.4% 1%1%1.7%1.1%1%1%1.4% 1.1% 1. 9 % 1.1% 0.8% 1. 9 %1.6%0.8%1.8% 1.4% 1.7%1.8%2.1%2.1%2.2% 1%2.4%1.1% 1.6%2.1%2.5%2.7%3%1.8%1%1.5%1%1%1.6%1.8%1.8%2%1.1% 0.9%1.6%1. 8%1.7%0.9% 1 . 9% 0.9%1.6%1.8%1.1%1%1.3%1.3%1.3%1.4%MASTERSATELLITEMASTERMASTERSATELLITEMASTERSATELLITE18 1.9%2%1%2%2%1% 1%1.2%2%1.5 % 1.3%1%1.2%0.8%1%1%1.3% 1.6% 1%2%1.9%1.7 %2%2%2%2%2%2%1% 2. 3%2.1%2%1.2%1.1%2.2%1.1% 1.8 % 1.1%2.2%2.4%2.2%1.1%2.5% 1.2%2.3%2. 3% 1.3%1.6%1.7%2.1%1%2%0.9%2%2%1% 2 %1.9%1% 2% 1% 1.8% 1% 1.8% 1%1%2.1%2%1.6%1.4%1%1.8%2.4%2.2%2.2%2%2.3%1.2%2.2%2.4%1.2%2.2%2.3% 1.3%1.5%1.5%1 . 6%2%2%2%2.1 %1.2%1.2%BASELINE STATE ROAD 70 EAST (NE PARK STREET) (75' ROW) FDOT MAINTAINED BA EXIST. GRADE LINE EL. = 19.24 PROP. CURB & GUTTER 1.9%1.2% PROP. 11' LEFT-TURN LANE21.4' EXIST. 12' TRAVEL LANE PROP. TYPE 'D' CURB EXIST. TYPE 'F' CURB & GUTTER EXIST. PAVEMENT 3.3' PROP. RETENTION AREA TOP ELEV. = 20.00 BOT. ELEV. = 16.00 16.00 16.00 20.0020.00 PROP. 16.5' LANDSCAPEPROP. PARKING LOT PROP. TYPE 'F' CURB & GUTTER PROP. 16' LANDSCAPE 4:1 MAX VARIES 17.64-19.23 00-5-10-15 5 10 15 20 25 30 40 45 5035 12 13 14 15 16 17 SECTION A-A SCALE: H. 1"=10' - V. 1"=5' 1.3% B A PROP. TYPE 'F' CURB & GUTTEREXISTING GRADE LINE PROP. TYPE 'F' CURB & GUTTER 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 P/L 60 80 90 10070 00-5-10-15 5 10 15 20 25 30 40 45 5035 12 13 14 15 16 17 SECTION C-C SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 60 80 90 10070 P/L 110 120 130-20-25 00-5-10-15 5 10 15 20 25 30 40 45 5035 12 13 14 15 16 17 SECTION B-B SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 60 80 90 10070 100 YR/72 HR DWH = 25 YER/72 HR DWH= 10 YR/24 HR DWH= PROP. 10' UTILITY EASEMENT 110 120 140 150 160130 170 180 200 210 220190 230 240 260 270 280250 BA 2.1% 2.0% EXISTING PAVEMENT 00-5-10-15 5 10 15 20 25 30 12 13 14 15 16 17 SECTION F-F - STA = 0+42.57 SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 OKEECHOBEE BLVD (STATE ROAD 70 EAST) R/W 0.8% BA 1.0%1.0% EXISTING GRADE LINE 00-5-10-15 5 10 15 20 25 30 12 13 14 15 16 17 SECTION D-D - STA = 3+99.50 SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 OKEECHOBEE BLVD (STATE ROAD 70 EAST) R/W VARIES (0.75%-1.0%) -20-25-30-35 -20-25-30-35 PROP. VALLEY GUTTER PROP. VALLEY GUTTER 00-5-10-15 5 10 15 20 25 30 35 12 13 14 15 16 17 SECTION G-G - STA. = 1+96.58 SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 R/W PROP. 11' LEFT-TURN LANE EXIST. 7.1' SIDEWALK EXIST. 12' TRAVEL LANE EXIST. 12.1' TRAVEL LANE OKEECHOBEE BLVD (STATE ROAD 70 EAST) 75' RIGHT-OF WAY (DESIGN SPEED XX MPH) PROP. TYPE 'D' CURB EXIST. TYPE 'F' CURB & GUTTER EXISTING GRADE LINE PROP. TYPE 'F' CURB & GUTTER VARIES 20.18-21.59 2' 29.9' LANDSCAPE3.3' 00-5-10-15 5 10 15 20 25 30 40 45 5035 12 13 14 15 16 17 SECTION H-H - STA. = 2+46.57 SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 60 80 90 10070 110 120 140 150 160130 R/W R/W PROP. 11' LEFT-TURN LANE PROP. TYPE 'D' CURB EXIST. TYPE 'F' CURB & GUTTER MATCH EXISTING PAVEMENT GRADES 3.3' 00-5-10-15 5 10 15 20 25 30 35 12 13 14 15 16 17 SECTION I-I - STA. = 2+96.59 SCALE: H. 1"=10' - V. 1"=5' 18 19 20 21 22 23 24 25 26 27 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 R/W EXIST. 12" DIP WATER MAIN EXIST. 4" ELEC. PROP. DRIVEWAY PROP. DRIVEWAY P/L B A G F B G B F EXISTING GRADE LINE OKEECHOBEE BLVD (STATE ROAD 70 EAST) (DESIGN SPEED XX MPH) 10.7'10.7' GRAPHIC SCALE IN FEET 1" = 20' 0 20 40 601020 80 CROSS SECTIONSC1.3 LEGEND NOT TO SCALE SUB-BASE: 12" STABILIZED SUB-BASE COMPACTED TO 98% OF MAX. DRY DENSITY PER AASHTO T-180 (MIN LBR 40). PAVEMENT LEGEND A CONCRETE PAVEMENT (VEHICULAR USE AREAS): 6" THICK 4,500 PSI CONCRETE. B CONCRETE SIDEWALK IN NON-VUA AREAS: 4" THICK CONCRETE. C JFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-000FX: (954) 202-00ZZZ.TKoPasEngLnHHULngGUoup.FoP1 8/28/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-SECTIONS PLAN----->LAYOUT: SECTIONSAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 2528SECTIONS PLAN D WEARING SURFACE - ASPHALT AREAS: INSTALLATION OF 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE FOR LIGHT DUTY AND 2" FOR HEAVY DUTY WHICH SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TYPE SP-9.5 ASPHALTIC CONCRETE, AND SHALL BE CONSTRUCTED IN TWO (2) LIFTS TACK COAT BETWEEN LIFTS. E LIME ROCK BASE - VEHICULAR AREAS (CONCRETE PAVEMENT AREAS ONLY): LIME ROCK BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM 12" THICKNESS FOR HEAVY DUTY AND A MINIMUM 8" THICKNESS FOR LIGHT DUTY COMPACTED TO 98% MAXIMUM DRY DENSITY PER AASHTO T-180 (LBR 100). OTHER SUBSTITUTES SHALL BE PER FDOT SPECIFICATIONS AND PROVIDE EQUIVALENT STRUCTURAL NUMBER. WEARING SURFACE - ASPHALT AREAS (FDOT RIGHT-OF-WAY): INSTALLATION OF 4.5" ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TYPE FC-12.5 AND SP-12.5 ASPHALTIC CONCRETE, AND SHALL BE CONSTRUCTED WITH 1.5" TYPE FC-12.5 FRICTION COURSE OVER 3" TYPE SP-12.5 ASPHALT STRUCTURAL COURSE WITH TACK COAT BETWEEN LIFTS. LIME ROCK BASE - VEHICULAR AREAS (FDOT RIGHT-OF-WAY): LIME ROCK BASE COURSE MATERIAL FOR PAVED AREAS WITHIN FDOT RIGHT-OF WAYS SHALL BE A MINIMUM 15" THICKNESS AND COMPACTED TO 98% MINIMUM DRY DENSITY PER AASHTO T-180 (LBR 100). MILL & RESURFACE: MILLING OF EXISTING ASPHALT PAVEMENT TO AVERAGE DEPTH OF 1.5" AND OVERLAY WITH 1.5" FC-12.5 ASPHALTIC CONCRETE PAVEMENT WHICH SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR TYPE FC-12.5 ASPHALTIC CONCRETE. F G H LOADING ZONERACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTER SATELLITE MASTER DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00'SE 10th ST.(NE PARK STREET) (75' ROW) FDOT MAINTAINED D D D D D D D DDSLSLSLSLSL SL SL SL SL SL SL W W W WWWWWWWWWWWWWWWWWWWWWWW W W SL D D W W W W W W DDDD16.00 17.00 18.00 19.00 20.00 16.0017.0018.0019.0020.0016.0017.0018.0019.0020.00AIR / VAC SERVICE 20.3820.49 20.38 21.1 20.75 21.23 21.08 20.96 20.7 18.9 17.9 17.6 21.19 20.42 20.35 21.49 20.36 20.99 21.02 21.25 21.35 20.93 18.2 21.3421.34 17.5 21.23 17.3 17.9 20.87 21.02 21.44 21.5 21.48 18.7 20.3 18.8 19.9 21.5619.38 19.74 19.7120.28 20.07 19.09 19.11 20.2 20.49 20.8 21.34 20.119.619.31 19.37 19.72 21.06 20.78 20.61 19.5219.8 19.34 20.49 20.40 19.62 19.84 20.73 20.81 20.34 20.5920.87 20.6120.88 21.1321.41 21.15 20.87 20.88 21.14 21.81 21.70 20.86 20.6020.32 20.5620.27 20.03 20.58 20.40 20.81 21.18 21.09 21.42 21.4221.09 21.9121.57 21.5520.99 20.88 21.11 21.2921.06 21.35 21.67 21.31 21.28 20.98 21.26 18.5 19.1 20.5 20.5619.86 20.35 20.75 20.88 20.88 20.66 20.86 21.42 20.65 20.83 20.47 21.14 21.44 20.26 21.03 20.64 21.54 21.29 20.9 20.34 22.6 22.6 22.1 22.6 22.6 22.5522.37 22.42 22.5 22.61 22.03 22.05 21.65 21.61 21.61 21.84 21.95 22.24 22.6 22.6 22.46 22.28 21.3922.08 22.6 22.49 22.31 22.11 20.91 21.4 22.6 22.6 22.6 21.71 21.2 21.72 22.42 21.87 21.89 21.38 21.51 21.69 22.39 21.20 21.56 21.33 21.78 21.55 21.55 21.37 22.42 22.42 20.98 21.95 20.55 19.8520.21 20.8 21.42 21.62 20.98 22.13 21.63 21.13 21.31 21.81 20.6721.03 20.0720.53MASTERSATELLITEMASTERMASTERSATELLITEMASTERSATELLITE18 17.44 15.99 15.8515.96 14.4 16.17 17.116.74 17.7618.54 16.8316.41 14.72 17.3216.96 17.061717.8617.9916.79 18.38 18.72 19.8 18.96 18.8 18.8 21.43 21.54 21.1421.03 20.63 20.74 20.3420.23 19.82 19.94 19.5419.41 19.02 19.14 19.0018.8818.47 17.85 17.59 18.20 16.7115.10 16.90 16.19 15.44 16.74 16.01 15.28 19.46 19.9119.28 19.41 17.4617.11 16.00 17.00 18.00 19.00 20.00 21.9522.03 22.18 21.90 22.60 22.10 GRADING PLANW E T S R Know what's below. Call before you dig. 10.36 GRADING PLAN NOTES: 1.TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY BY _______ SURVEYING, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2.CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES, PIPES, AND ALL UTILITIES PRIOR TO CONSTRUCTION. 3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF ALL EXISTING UTILITIES (ABOVE AND BELOW GROUND) AS SHOWN ON THESE PLANS ARE APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE, EXISTING SURVEYS, AND/OR FROM UTILITY OWNERS. 4.RACETRAC PETROLEUM DOES NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE AND BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE CONTRACTOR SHALL CALL APPROPRIATE UTILITY COMPANIES AND THE UTILITIES PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. 5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY OWNER AND / OR ENGINEER OF ANY UTILITY CONFLICTS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6.ALL CUT OR FILL SLOPES SHALL BE X:1 OR FLATTER UNLESS OTHERWISE NOTED. 7.EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILTS AND DEBRIS. 8.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 9.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 10.ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 11.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINES IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONS ACTIVITIES. 12.CONTRACTOR SHALL SSURE POSITIVE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL AND PAVED AREAS. 13.ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH CITY / COUNTY SPECIFICATIONS UNTIL HEALTHY STAND OF GRASS IS OBTAINED. 14.ALL RETAINING WALLS TO BE PROTECTED DURING BACKFILL BY CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, PROVIDING AND INSTALLING PROPER BRACING DURING BACKFILL BEING PLACES ADJACENT TO RETAINING WALLS. 15.CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PROVIDED BY RACETRAC. 16.CLEARING AND GRUBBING LIMITS SHALL INCLUDE ALL AREAS DISTURBED BY GRADING OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UNDISTURBED AREAS, ALL PROPERTY CORNERS, AND REPLACING ALL PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION 17.PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 18.CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT 19.ALL GRADING OPERATIONS SHALL SHALL BE STAKED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR APPROVED BY THE OWNER. 20.EXISTING MANHOLES AND VALVE BOXES TO REMAIN IN PLACE SHALL BE ADJUSTED TO FINAL GRADES. JFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 N: 31ST AVEFORT LAUDERDALE, FL 33309PH: (95) 202-7000F;: (95) 202-7070ZZZ.TKoPasEngLnHHULngGUoup.FoP1 8/28/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-GRADING PLAN----->LAYOUT: GRADINGAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 27528C 2.1 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONVERSION FROM NAVD TO NGVD IS (+)1.21', I.E. 7.00 NAVD = 8.21 NGVD. GRAPHIC SCALE IN FEET 1" = 40' 0 40 80 1202040 160 S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00'SE 10th ST.(NE PARK STREET) (75' ROW) FDOT MAINTAINEDLOADING ZONERACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTER SATELLITE MASTER DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE 14.754.13 44.0710.79 2.75 39.07 1.00 Lock to Lock TimeTractor Width Trailer Width Tractor Track Trailer Track RACETRAC TANKER Articulating Angle Steering Angle 8.50 : : : 8.50 8.50: 8.50 feet 70.0 40.0 6.0: : : GRAPHIC SCALE IN FEET 1" = 40' 0 40 80 1202040 160 R Know what's below. Call before you dig.CIRCULATION PLANJFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 N: 31ST AVEFORT LAUDERDALE, FL 3330P+: (5) 202-000F;: (5) 202-00ZZZ.TKoPasEngLnHHULngGUoup.FoP1 8/28/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-CIRCULATION PLAN----->LAYOUT: CIRCULATIONAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUT+. No. 2528CIRCULATION PLAN C 1.3 LOADING ZONERACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTER SATELLITE MASTER DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE DEF FEMASTER SATELLITE PROP. OUTDOOR PATIO SEATING AREA PROP. MONUMENT SIGN TO BE PERMITTED UNDER SEPARATE PERMIT S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00'SE 10th ST.(NE PARK STREET) (75' ROW) FDOT MAINTAINED PROP. UNDER- GROUND STORAGE TANKS 1 2 3 4 5 6 7 8 9 10 11 12 16 17 19 20 21 22 24 25 26 27 28 29 30 31 PROP. CONC. SIDEWALK FLUSH W/ PARKING PROP. DUMPSTER ENCLOSURE W/ STORAGE 12A SD4 SIDEWALK BOLLARD (TYP)SEE DETAIL 2, SHEET SD2(CANOPY ACCESSORY LAYOUT)PROP. TYPE CR-G ADA RAMP AT 1:12 MAX SLOPE AND DETECTABLE WARNING PER FDOT INDEX 522-002 PROP. TYPE CR-G ADA RAMP AT 1:12 MAX SLOPE AND DETECTABLE WARNING PER FDOT INDEX 522-002 5.15'20'20'20'20'5.17'316.63'(CANOPY SETBACK)171.5' (CANOPY SETBACK) 221.39' (CANOPY SETBACK)508.46'(BLDG SETBACK)153.90' (BLDG SETBACK)157.58'(BLDG SETBACK)58.47'(CANOPY SETBACK)105.6' (CANOPY SETBACK) 97.62' (CANOPY SETBACK) 14.83'27'27'27'27'27'27'27'14.83'11.17'40'13.5'13'13.5'31'26.74'11 SD1AIR/VAC SERVICE 26.95'16.19' 36'36'20.13' 20'36'100'10 SPACES @ 10' EACH50'5 SPACES50' 5 SPACES @ 10' EACH 50' 5 SPACES @ 10' EACH20' 2 SPACES 30'20'20'20'20'25.5'12'84.97'72.75'34.16'5' 31.67' 100.89' 20' 13'5'8'PROJECT LIMITS PROJECT LIMITS PROP. RETENTION AREA 10' 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 RELOCATED STREET LIGHT POLE EXIST. TRAFFIC SIGNAL POLE TO RELOCATED (SEE PLAN BY OTHERS)11'24'28' 12'16'12.02'12'12'270.67'FUEL TANK SETBACK55'20'20'20'20'R20'R 3 5 ' R 1 8 . 5 ' R 1 8 . 5 'R14'R5'R5'R9.5'R5'R5' R1 0 ' R35' R5'R 1 0 ' R5'R5'R15'R 1 5 'R4.5'R4.5'R3.2'R3.2'R10'R 1 5 ' R8'R1 6 . 5 'R35'R36.5' R3 6 . 5 ' R 3 5 ' R12'R8 . 4 ' R36. 5 ' R36.5'R2' 8'30'3 SPACES12'8.5'20'7.58'12' 15 18 32 33 20'10' PROP. REMOTE FILL LOCATION 8.02' 147.7' (BLDG SETBACK) 20' 6'12' PROP. LANDSCAPE PLANTERS PROP. LANDSCAPE PLANTERS 55 LIMITS OF PROP. 8' HIGH PRECAST WALL LIMITS OF PROP. 8' HIGH PRECAST WALL 30.98' 13 14 23 286' 421.89' PROP. DRIVE-THRU MENU BOARD PROP. DRIVE-THRU BUMP OUT 84.05'GRAPHIC SCALE IN FEET 1" = 40' 0 40 80 1202040 160 SITE PLANR Know what's below. Call before you dig. LEGEND PROPOSED ELEMENTS EXISTING ELEMENTS OVERHEAD ELECTRICAL LINE PARKING SPACE COUNT1 4 SD-4 DETAIL REFERENCE 8" REINFORCED CONCRETE FOR DUMPSTER AREA, TANK AREA & CURB BACKING 6" THICK CONCRETE PAVING HATCH LEGEND 4" THICK CONCRETE SIDEWALK DISPENSER NUMBER1 JFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000FX: (954) 202-7070www.TKoPasEngLnHHULngGUoup.FoP1 8/28/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-SITE PLAN----->LAYOUT: SITEAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 27528SITE PLAN CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC.C 1.1 THIS PLAN REFERENCES AN ALTA/ACSM LAND TITLE SURVEY BY: BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC. 641 NE SPENCER ST, JENSEN BEACH, FLORIDA 34957 TELEPHONE: (772) 334-0868 FOLIO: 2-15-37-35-0A00-00007-0000 OWNER: H2OLDINGS, LLC 1534 WALNUT AVENUE WILMETTE, IL 60091 APPLICANT: RACETRAC C/O THOMAS ENGINEERING GROUP, LLC CURRENT USE: VACANT PROPOSED USE: 8,100 SF CONVENIENCE STORE w/ 22 FUELING POSITIONS LAND USE DESIGNATION:COMMERCIAL ZONING DESIGNATION: HEAVY COMMERCIAL DISTRICT (CHV) WATER/WASTEWATER SERVICE PROVIDER:OKEECHOBEE UTILITY AUTHORITY AREA BREAKDOWN: GROSS LOT AREA:824,050 SF (18.92 AC) PROJECT SITE AREA:309,775 SF (7.11 AC) PERVIOUS LANDSCAPE OPEN SPACE 111,508 SF TOTAL 111,508 SF (36.0%) IMPERVIOUS BUILDING ROOF AREA 8,985 SF VEHICULAR USE AREA (VUA)176,408 SF CONC. / SIDEWALK AREA 12,874 SF TOTAL 198,267 SF (64.0%) TOTAL SITE AREA:309,775 SF (7.11 AC) LOT COVERAGE: BUILDING ROOF AREA 8,985 SF CANOPY AREA (INCLUDED IN VUA)8,747 SF TRUCK CANOPY AREA (INCLUDED IN VUA)3,780 SF TOTAL 21,422 SF (6.92%) SITE REQUIREMENTS:REQUIRED PROPOSED MIN. LOT AREA 20,000 SF 309,775 SF (7.11 AC) MIN. LOT WIDTH 140'421.89' MAX. LOT COVERAGE 25%6.92% MAX. IMPERVIOUS AREA 85%64.00% MAX. BLDG. HEIGHT: 25'23' REQUIRED PARKING: REQUIRED PROPOSED PARKING STALL DIMENSIONS 9' X 20'10' X 20' 12' X 72.75' (TRUCKS) 8,100 SF SERVICE STATION 54 SPACES 55 SPACES (1 SPACE PER 150 SF) TOTAL 54 SPACES 55 SPACES ACCESSIBLE PARKING REQUIRED PROPOSED (3 PER 51-75 SPACES) 3 SPACES 3 SPACES PROPOSED SETBACKS: BUILDING REQUIRED PROPOSED FRONT (SOUTH)20' 157.58' BLDG. 58.47' CANOPY REAR (NORTH)10'>10' BLDG >10' CANOPY SIDE/ ADJ. TO RES. (WEST) 50'147.70' BLDG 105.60' CANOPY SIDE (EAST) 8'>8' BLDG >8' CANOPY PROPOSED SETBACKS: TANKS REQUIRED PROPOSED FRONT (SOUTH)20' 270.67' REAR (NORTH)10'>10' SIDE/ ADJ. TO RES. (WEST) 50'55' SIDE (EAST) 8'>8' PROPOSED LANDSCAPE BUFFERS: REQUIRED PROPOSED FRONT (SOUTH) 10' 26.74' REAR (NORTH) 2' >10' SIDE (WEST) 2' 20' SIDE (EAST) 2' >2' SITE DATA LOADING ZONERACETRAC MARKET 8,100 SQ. FT. FFE: 22.60 NAVD ICEPPICE30K - B20 DIESEL (EDO Canopy) 30K - B20 DIESEL (EDO Canopy) 20K - REGULAR10K - E85 18K - PREMIUM 12K - E85 12K - B100 8K - DEF 10K - DSL FFFFFFFFFTRUCK SCALE E DEF FEDEF FEDEF FESATELLITE MASTERSATELLITE MASTER DEF FEMASTERSATELLITE DEF FEMASTERSATELLITE DEF FEMASTERSATELLITE DEF FEMASTERSATELLITE S89°49'26"W 4.90' N00°10'34"W 17.00' S89°49'26"W 20.00' S89°49'26"W 347.10'N00°14'15"W 517.11'STATE ROAD 70 EAST S00°10'34"E 17.00' (NE PARK STREET) (75' ROW) FDOT MAINTAINED PROJECT LIMITS PROJECT LIMITS 132' 6'12'11'24'GRAPHIC SCALE IN FEET 1" = 60' 0 60 120 1803060 240 OVERALL SITE MAPJFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000F;: (954) 202-7070www.TKoPasEngLnHHULngGUoup.FoP1 8/28/20 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-SITE PLAN----->LAYOUT: OVERALL SITEAugust 28, 2020August 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 27528OVERALL SITE MAP CONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. C 1.0 THIS PLAN REFERENCES AN ALTA/ACSM LAND TITLE SURVEY BY: BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC. 641 NE SPENCER ST, JENSEN BEACH, FLORIDA 34957 TELEPHONE: (772) 334-0868 FOLIO: 2-15-37-35-0A00-00007-0000 OWNER: H2OLDINGS, LLC 1534 WALNUT AVENUE WILMETTE, IL 60091 APPLICANT: RACETRAC C/O THOMAS ENGINEERING GROUP, LLC CURRENT USE: VACANT PROPOSED USE: 8,100 SF CONVENIENCE STORE w/ 22 FUELING POSITIONS LAND USE DESIGNATION:COMMERCIAL ZONING DESIGNATION: HEAVY COMMERCIAL DISTRICT (CHV) WATER/WASTEWATER SERVICE PROVIDER:OKEECHOBEE UTILITY AUTHORITY AREA BREAKDOWN: GROSS LOT AREA:824,050 SF (18.92 AC) PROJECT SITE AREA:309,760 SF (7.11 AC) OVERALL SITE DATA TOTAL SITE ARE FOR PARCEL NUMBER: 2-15-37-35-0A00-00007-0000 IS 18.92 ACRES THE PROPOSED RACETRAC DEVELOPMENT WILL BE WITHIN THE SE 6.63 ACRE PORTION AS IDENTIFIED ON THIS MAP. THE REMAINING AREA OF THE PARCEL WILL REMAIN VACANT AT THIS TIME AND ANY FUTURE DEVELOPMENT WITHIN THE REMAINING PARCEL WILL BE REVIEWED SEPARATELY AT A LATER DATE. JFVRACETRAC MARKETNO.DATEVERSIONSHEET NO.THESE PLANS ARESUBJECT TO FEDERALCOPYRIGHT LAWS:ANY USE OF SAMEWITHOUT THEEXPRESSED WRITTENPERMISSION OFRACETRACPETROLEUM, INC. ISPROHIBITED.SCALE DRAWN-BY DRAWING NAME: DATE OKEECHOBEE, FLORIDARACETRAC PETROLEUM, INC.200 GALLERIA PARKWAY SESUITE 900 ATLANTA, GA 30339(770) 431-7600SR 70 & NE 10TH AVENUE& GAS STATION6300 NW 31ST AVEFORT LAUDERDALE, FL 33309PH: (954) 202-7000FX: (954) 202-7070www.ThomasEngineeringGroup.com1 82820 R:\RACETRAC\FJ190029 - RT OKEECHOBEE - SR 70 AND 10TH AVE\DWG\SITE PLANS\2020-08-06 REV PLANS\FJ190029-COVER SHEET----->LAYOUT: COVERAugusW 28, 2020AugusW 28, 2020KEVIN A. BETANCOURT No. 83361LICENSEPROFESSIONAL ENGINEERFLORIDA LICENSE No. 83361KEVIN A. BETANCOURTFLORIDA BUSINESS CERT. OF AUTH. No. 27528COVER SHEETCONTACT RACETRAC PETROLEUM, INC. PROJECT MANAGER PRIOR TO ANY REVISIONS TO THE PLAN SUPPLIED BY RACETRAC PETROLEUM, INC. ENGINEERING: SAMANTHA JONES RACETRAC PETROLEUM, INC. 200 GALLERIA PARKWAY SE, SUITE 900 ATLANTA, GEORGIA 30339 KEVIN A. BETANCOURT, P.E. THOMAS ENGINEERING GROUP ENGINEER 6300 NW 31 AVE FORT LAUDERDALE, FL 33309 PHONE: (954) 202-7000 FAX: (954) 202-7070 LANDSCAPE ARCHITECT OWNER/DEVELOPER (512) 417-3225 RACETRAC PROJECT NO. 1443 RACETRAC STORE NO. TBD FOLIO NUMBER: 2-15-37-35-0A00-00007-0000 WATSON | KILLANE SURVEYOR 2240 NE DIXIE HIGHWAY JENSEN BEACH, FLORIDA 34957 PHONE 772-334-0868 GENERAL NOTES: 1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTION. 2.ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING. 3.CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER'S CONSTRUCTION MANAGER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO USE ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. CONSTRUCTION MANAGER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM. 4.WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT IS NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR'S AND UTILITY COMPANIES. 5.MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 6.CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 7.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 8.THE CONTRACTOR SHALL USE EACH PLAN IN CONJUNCTION WITH THE ENTIRE SET OF DRAWINGS AND JOB SPECIFICATIONS. DO NOT REMOVE OR DEMOLISH ANYTHING WITHOUT VERIFYING AND COORDINATING WITH ALL ELECTRICAL, PLUMBING, MECHANICAL, GENERAL TRADES, AND UTILITY COMPANIES AS THEY EFFECT THE OVERALL PROJECT. 9.ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS SR 70 & SE 10TH AVENUE SECTION 15, TOWNSHIP 37 S, RANGE 35E VICINITY MAP N.T.S. SHEET INDEX OF DRAWINGS SHEET NAME BY OTHERS DATE REVISIONPLAN PLAN DATE PAVEMENT MARKING & SIGNAGE PLANC 1.2 COVER SHEETC 0.0 OVERALL SITE MAP REV 1 08/28/2020 C 2.1 GRADING PLAN C 3.1 DRAINAGE PLANC 5.1 UTILITY PLANC 6.1 UTILITY DETAILS SD3 RACETRAC STANDARD DETAILS ES 1.0 EROSION CONTROL PLAN C 1.1 PAVING PLAN SD4 RACETRAC STANDARD DETAILS RACETRAC STANDARD DETAILS C 6.2 CROSS SECTIONS SD1 SD2 RACETRAC STANDARD DETAILS PARCEL 1: THE WEST 12 OF THE SOUTHWEST 14 OF THE SOUTHEAST 14 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, O.EECHOBEE COUNT<, FLORIDA, L<ING NORTH OF THE NORTH RIGHT OF WA< LINE OF STATE ROAD NO. 70 EXCEPT THE NORTH 50 FEET OF THE WEST 12 OF THE WEST 12 OF THE SOUTHWEST 14 OF THE SOUTEHAST 14 FOR ROAD PURPOSES ALSO EXCEPT THE FOLLOWING DESCRIBED PROPERT< CONVE<ED TO THE STATE OF FLORIDA A PARCEL OF LAND IN THE WEST 12 OF THE SOUTHWEST 14 OF THE SOUTHEAST 14 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, BEING 0ORE PARTICULARL< DESCRIBED AS FOLLOWS: CO00ENCE AT THE SOUTH 14 CORNER OF SAID SECTION 15 THENCE RUN NORTHERL< ON THE 14 SECTION LINE, A DISTANCE OF 36.95 FEET OT THE CENTERLINE OF STATE ROAD 70 THENCE NORTH 80ƒ54 49 EAST ON SAID CENTERLINE, A DISTANCE OF 347.10 FEET THENCE NORTHERL< AT 90ƒ TO SAID CENTERLINE, A DISTANCE OF 40 FEET TO THE POINT OF BEGINNING THENCE CONTINUE NORTHERL<, A DISTANCE OF 17 FEET THENCE EASTERL< AT 90ƒ, A DISTANCE OF 20 FEET THENCE SOUTHERL< AT 90ƒ, A DISTANCE OF 17 FEET THENCE WESTERL< AT 90ƒ, A DISTANCE OF 20 FEET TO THE POINT OF BEGINNING. SURVE<OR S LEGAL DESCRIPTION: A PORTION OF LAND L<ING IN THE WEST 12 OF THE SOUTHWEST 14 OF THE SOUTHEAST 14 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, O.EECHOBEE COUNT<, FLORIDA, L<ING NORTH OF THE NORTH RIGHT OF WA< LINE OF STATE ROAD 70. BEING 0ORE PARTICULARL< DESCRIBED AS FOLLOWS: CO00ENCE AT THE SOUTH 14 CORNER OF SAID SECTION 15 THENCE RUN NORTH 00ƒ14 51 WEST, ALONG THE WEST LINE OF THE SOUTHEAST 14 OF SAID SECTION 15, A DISTANCE OF 76.91 FEET TO A POINT ON THE NORTH RIGHT OF WA< LINE OF STATE ROAD 70 AS SHOWN ON FLORIDA DEPART0ENT OF TRANSPORTATION RIGHT OF WA< 0AP SECTION 91070-000 (SHEET 7-15), SAID POINT ALSO BEING THE POINT OF BEGINNING THENCE CONTINUE NORTH 00ƒ14 51 WEST, ALONG SAID WEST LINE, A DISTANCE OF 517.11 FEET THENCE NORTH 89ƒ19 21 EAST, A DISTANCE OF 371.83 FEET THENCE SOUTH 00ƒ15 43 EAST, A DISTANCE OF 520.36 FEET TO A POINT ON SAID NORTH RIGHT OF WA< LINE OF STATE ROAD 70 THENCE FOR THE FOLLOWING FIVE (5) COURSES ALONG SAID NORTH RIGHT OF WA<, SOUTH 89ƒ49 26 WEST, A DISTANCE OF 4.90 FEET THENCE NORTH 00ƒ10 34 WEST, A DISTANCE OF 17.00 FEET THENCE SOUTH 89ƒ49 26 WEST, A DISTANCE OF 20.00 FEET THENCE SOUTH 00ƒ10 34 EAST, A DISTANCE OF 17.00 FEET THENCE SOUTH 89ƒ49 26 WEST, A DISTANCE OF 347.10 FEET TO THE POINT OF BEGINNING. ENGINEER S CERTIFICATION: THIS PLAN WAS PREPARED UNDER 0< DIRECTION AND THE THE BEST OF 0< .NOWLEDGE CO0PLIES WITH THE INTENT OF THE 0ANUAL OF UNIFOR0 0INI0U0 STANDARDS FOR DESIGN, CONSTRUCTION AND 0AINTENANCE FOR STREETS AND HIGHWA<S, AS ADOPTED B< THE STATE OF FLORIDA LEGISLATURE, CHAPTER 72-328 F.S. NOTE: CONSTRUCTION AND 0ATERIALS SHALL BE IN ACCORDANCE WITH THE 0IA0I-DADE 0INI0U0 DESIGN AND CONSTRUCTION STANDARDS. R Know what's below. Call before you dig. PRO-ECT SITE UTILITY & AGENCY CONTACTS: WATER & SEWER OKEECHOBEE UTILITY AUTHORITY 100 SW 5TH AVENUE OKEECHOBEE, FL 34972 CONTACT: JOHN HAYFORD PH- (863) 763-9460 EMAIL: JHAYFORD@OUAFL.COM FIRE CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 CONTACT: HERB SMITH PH-(863) 467-1586 EMAIL: HSMITH@CITYOFOKEECHOBEE.COM STORM WATER SOUTH FLORIDA WATER MANAGEMENT DISTRICT 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 CONTACT: TBD PH-(561-686-8800) EMAIL: TBD ELECTRIC FLORIDA POWER AND LIGHT CONTACT: DONNA PADGETT PH-(863) 467-3708 EMAIL: DONNA.PADGETT@FPL.COM TELEPHONE COMCAST CONTACT: ANTHONY SPRINGSTEEL PH-(561) 804-0973 EMAIL: ANTHONY_SPRINGSTEEL@COMCAST.COM PUBLIC WORKS CITY OF OKEECHOBEE 500 NW 11TH AVENUE OKEECHOBEE, FL 34972 CONTACT: DAVID ALLEN PH-(863) 763-9791 EMAIL: DALLEN@CITYOFOKEECHOBEE.COM RIGHT OF WAY FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT ONE 4722 KENILWORTH BLVD. SEBRING, FL. 33870 CONTACT: DOUGLAS STEWART PH-(863) 471-4851 EMAIL: DOUGLAS.STEWART@DOT.STATE.FL.US PROFESSIONAL LANDSCAPE ARCHITECT RYAN J. KING EBRAHIMIAN, P.L.A. THOMAS ENGINEERING GROUP PHONE: (954) 202-7000 FAX: (954) 202-7070 FOR SITE DEVELOPMENT PLANS OKEECHOBEE COUNTY, FL LEGAL DESCRIPTION C 2.2 SRVY ALTA & NSPS LAND TITLE WATSON | KILLANE SD5 RACETRAC STANDARD DETAILS DRAINAGE DETAILSC 5.2 C 4.1 JOINTING PLAN L2.0 LANDSCAPE SPECS L2.2 IRRIGATION PLAN IRRIGATION SPECS L1.0 L1.2 LANDSCAPE PLAN L2.1 IRRIGATION DETAILS L1.1 LANDSCAPE DETAILS RT-T1.0 TANK & PIPING LAYOUT CPY1 CANOPY FOUNDATION PLAN MDM RT-T1.1 ELECTRICAL LAYOUT MDM RT-T1.2 TANK DETAILS MDM RT-T1.3 TANK DETAILS MDM RT-T2.0 TANK & PIPING DETAILS MDM RT-T3.0 ISLAND DETAILS MDM RT-T4.0 DISPENSER DETAILS MDM RT-T0.0 FUEL PIPING PLAN MDM RT-T5.0 TANK AND PIPING NOTES MDM MCGEE CORPORATION CPY2 CANOPY ROOF PLAN MCGEE CORPORATION CPY3 CANOPY LIGHT LAYOUT & DETAILS MCGEE CORPORATION CPY4 CANOPY MISC. DETAILS MCGEE CORPORATION DEMOLITION PLAND 1.0 SECTION 15, TOWNSHIP 37 S, RANGE 35E 6300 NW 31 AVE FORT LAUDERDALE, FL 33309 CONSTRUCTION: ANGIE RUDISEL (770) 714-4581 COVER SHEET SURVEYING C 1.3 CIRCULATION PLAN C 0.0 SD6 RACETRAC STANDARD DETAILS SD7 RACETRAC STANDARD DETAILS ARCHITECTURAL SHEETS BY OTHERS FOR SITE PLAN SET 010-E DUMPSTER ENCLOSURE ELEVATION 100 FUEL CANOPY ELEVATIONS 101 EDO FUEL CANOPY ELEVATIONS 300 EXTERIOR ELEVATIONS MARK S. SALOPEK, LLC MARK S. SALOPEK, LLC MARK S. SALOPEK, LLC MARK S. SALOPEK, LLC C 1.0 SITE PLAN FDOT NOTES: 1.GOVERNING STANDARD PLANS: FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2019-20 STANDARDS PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND APPLICATBLE INTERIM REVISIONS(IRS). STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS APPLICABLE IRS: IR536-001-01, IR521-001-01 STANDARD PLANS FOR BRIDGE CONSTUCTION ARE INCLUDED IN TEH STRUCTURES PLANS COMPONENET. 2.GOVERNING STANDARD SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, JULY 2019 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUSTION AT THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECSBOOKS 00/00/00 03/18/2020 03/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 03/18/2020 REV 1 08/28/202003/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 REV 1 08/28/202003/18/2020 08/12/2020REV 1 SP1 SITE PHOTOMETRY PLAN HENDERSON ENGINEERS SP2 SITE PHOTOMETRY CUTSHEETS SP3 SITE PHOTOMETRY CUTSHEETS HENDERSON ENGINEERS HENDERSON ENGINEERS 08/12/2020REV 1 08/12/2020REV 1 08/12/2020REV 1 08/13/2020REV 1 08/13/2020REV 1 08/13/2020REV 1 03/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 03/18/2020 SITE PHOTOMETRY CUTSHEETS SP-3 NTS FIXTURE TYPE 705 & 705B1 NTS FIXTURE TYPE 101BL2 975 NE PARK STREET, OKEECHOBEE, FL OKEECHOBEE, FLORIDA OKEECHOBEE N/A N/A 2011 BR-RH M90 0801 1443 PROJECT NUMBER SHEET NUMBER SHEET TITLE COPYRIGHT NOTICE ISSUE/REVISION RECORD DESCRIPTIONDATE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2013 RACETRAC PETROLEUM INC. R R RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 DESIGN PROFESSIONALS PROFESSIONAL SEAL PROJECT NAME PROTOTYPE SERIES RACETRAC STORE NUMBER PLAN MODIFICATION NOTICE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. SPB NO.DATE TEL FAX WWW.HENDERSONENGINEERS.COM 2050003332FL. CERTIFICATE OF AUTHORIZATION #: EB 760602/28/21 8345 LENEXA DRIVE, SUITE 300LENEXA, KS 66214913.742.5000 913.742.5001 2050003332 DEAN W. CHANDLER SITE PHOTOMETRY CUTSHEETS SP-2 NTS FIXTURE TYPE 501 4 NTS FIXTURE TYPE 701.1 & 702.1 2NTS FIXTURE TYPE 701 & 7021 NTS FIXTURE TYPE 5073 NTS FIXTURE TYPE 5025 975 NE PARK STREET, OKEECHOBEE, FL OKEECHOBEE, FLORIDA OKEECHOBEE N/A N/A 2011 BR-RH M90 0801 1443 PROJECT NUMBER SHEET NUMBER SHEET TITLE COPYRIGHT NOTICE ISSUE/REVISION RECORD DESCRIPTIONDATE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2013 RACETRAC PETROLEUM INC. R R RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 DESIGN PROFESSIONALS PROFESSIONAL SEAL PROJECT NAME PROTOTYPE SERIES RACETRAC STORE NUMBER PLAN MODIFICATION NOTICE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. SPB NO.DATE TEL FAX WWW.HENDERSONENGINEERS.COM 2050003332FL. CERTIFICATE OF AUTHORIZATION #: EB 760602/28/21 8345 LENEXA DRIVE, SUITE 300LENEXA, KS 66214913.742.5000 913.742.5001 2050003332 DEAN W. CHANDLER PROPERTY LINEFEMASTERDEF TRUCK SCALE 20.7 26.6 28.4 29.0 29.4 29.4 29.4 29.4 29.3 29.4 29.5 29.5 29.3 29.1 29.1 29.1 29.0 28.9 28.5 27.6 25.1 18.0 19.1 24.0 26.0 26.7 26.9 26.8 26.8 26.9 26.8 26.9 26.9 27.0 26.7 26.5 26.5 26.4 26.4 26.3 26.1 25.1 22.8 16.8 19.5 24.5 26.4 27.0 27.1 26.9 26.9 26.9 26.8 26.9 27.0 26.9 26.7 26.5 26.5 26.4 26.4 26.4 26.4 25.6 23.4 17.4 20.3 25.7 27.2 27.7 27.8 27.6 27.4 27.2 27.1 27.2 27.1 27.1 27.0 26.8 26.8 26.8 26.8 26.9 26.8 26.6 24.5 18.3 0.1 0.3 1.1 3.2 3.0 2.7 2.6 2.4 1.9 1.4 1.1 0.8 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.8 1.2 1.8 2.8 2.9 2.6 2.5 2.4 1.9 1.4 0.2 0.4 1.3 4.6 4.0 3.2 2.9 2.6 2.1 1.7 1.4 1.2 1.2 1.2 1.2 1.3 1.5 1.6 1.5 1.5 1.2 1.0 1.0 1.0 1.0 1.0 1.2 1.4 1.4 1.3 1.2 0.9 0.8 0.8 0.8 1.2 1.8 2.8 4.2 4.4 3.4 2.8 2.6 2.0 1.4 0.2 0.4 1.3 4.7 4.3 3.6 3.0 2.8 2.4 2.1 1.9 1.9 2.1 2.3 2.6 3.0 3.6 4.0 3.8 3.8 3.3 2.8 2.6 2.6 2.6 2.8 3.5 3.8 3.9 3.7 3.1 2.4 1.9 1.6 1.5 1.6 2.4 3.7 4.9 4.8 4.0 3.1 2.7 2.1 1.4 0.2 0.4 1.4 4.9 4.3 3.5 3.1 3.1 2.8 2.6 2.5 2.8 3.2 3.6 4.0 4.5 5.5 6.5 6.2 6.2 5.2 4.4 4.2 4.2 4.3 4.5 5.4 6.3 6.2 6.1 4.8 3.8 3.1 2.6 2.2 2.1 2.6 3.7 5.0 5.0 4.0 3.2 2.7 2.1 1.5 0.2 0.4 1.3 3.8 3.5 3.2 3.2 3.3 3.2 3.1 3.3 4.0 5.0 6.0 6.6 7.1 7.6 8.2 8.1 7.9 7.5 7.2 7.2 7.2 7.2 7.2 7.5 8.0 8.1 7.7 7.0 6.3 5.6 4.6 3.4 2.7 2.7 3.3 4.4 4.5 3.6 3.0 2.7 2.1 1.5 0.2 0.3 1.1 2.5 2.7 3.0 3.3 3.6 3.8 3.8 4.3 5.8 8.7 11.7 13.2 13.9 14.2 14.4 14.3 14.2 14.1 14.2 14.3 14.3 14.2 14.1 14.0 14.1 14.2 13.9 13.6 13.0 11.9 9.7 6.2 3.7 3.0 3.2 3.8 3.8 3.3 3.0 2.6 2.1 1.5 0.2 0.3 0.9 1.9 2.5 3.1 3.8 4.4 5.0 4.8 5.4 8.1 10.8 5.2 3.7 3.8 4.3 4.1 3.4 3.0 2.5 2.0 1.5 0.2 0.3 0.9 1.7 2.4 3.3 4.4 5.6 6.8 6.1 6.4 9.1 12.3 6.2 4.7 5.1 5.6 5.1 4.0 3.2 2.6 2.1 1.6 0.2 0.3 0.8 1.6 2.4 3.5 5.0 6.7 7.6 7.0 7.1 9.3 11.9 6.8 5.9 6.5 6.1 6.2 4.8 3.4 2.7 2.2 1.7 0.2 0.3 0.8 1.6 2.4 3.6 5.1 6.9 7.9 7.3 7.2 9.5 13.0 6.8 5.3 5.5 5.3 5.0 3.9 3.0 2.5 2.1 1.7 0.2 0.3 0.8 1.7 2.5 3.6 4.8 6.2 7.6 6.9 6.7 8.3 12.9 17.6 19.4 19.8 19.8 19.9 19.4 19.1 18.9 19.0 19.0 18.9 18.8 18.8 18.7 18.6 18.6 18.9 18.9 18.9 18.3 15.6 10.1 6.2 4.9 4.7 4.6 4.1 3.4 2.9 2.4 2.0 1.6 0.2 0.3 0.9 1.9 2.6 3.5 4.5 5.4 6.2 5.9 6.0 6.7 7.9 9.0 9.5 9.4 9.2 8.9 8.4 8.1 7.8 7.7 7.6 7.6 7.5 7.5 7.5 7.6 7.6 7.8 8.1 8.3 8.2 7.6 6.3 5.1 4.5 4.2 4.0 3.6 3.1 2.7 2.4 2.0 1.5 0.2 0.3 1.0 2.2 2.8 3.6 4.3 5.0 5.4 5.5 5.7 6.0 6.1 6.1 5.9 5.5 5.2 4.8 4.4 3.9 3.6 3.4 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.6 3.8 4.2 4.5 4.6 4.6 4.5 4.3 4.1 3.8 3.4 2.9 2.5 2.2 1.8 1.4 0.2 0.3 1.2 3.1 3.4 3.7 4.2 4.7 5.0 5.1 5.3 5.6 5.5 5.1 4.6 4.1 3.7 3.4 3.0 2.7 2.4 2.2 2.1 2.1 2.1 2.1 2.1 2.2 2.2 2.2 2.5 2.8 3.2 3.5 3.9 4.1 4.0 3.7 3.6 3.2 2.6 2.2 1.9 1.6 1.2 0.2 0.4 1.4 4.6 4.3 4.0 4.1 4.4 4.5 4.7 5.2 5.8 5.7 5.1 4.2 3.5 3.2 3.3 3.0 2.8 2.5 2.5 2.5 2.5 2.7 2.2 2.6 2.2 2.6 2.1 2.4 2.6 2.8 3.1 3.6 3.8 3.8 3.9 4.3 3.7 2.8 2.1 1.7 1.3 1.0 0.2 0.4 1.4 4.9 4.6 4.2 4.0 4.1 4.1 4.5 5.6 6.3 6.2 5.8 4.5 3.6 2.9 4.2 3.7 3.8 3.2 4.3 7.9 8.5 4.5 2.2 2.2 2.1 2.4 2.1 4.8 3.2 2.7 2.9 3.4 3.7 4.0 4.6 5.6 4.6 3.3 2.3 1.6 1.2 0.9 0.2 0.4 1.4 4.9 4.5 4.0 3.7 3.7 3.7 4.1 5.1 5.9 5.9 5.5 4.7 4.1 2.9 1.6 3.0 2.9 2.7 2.9 3.4 3.8 4.2 5.0 5.8 5.3 3.7 2.4 1.4 1.0 0.8 0.2 0.4 1.3 4.2 3.9 3.5 3.4 3.3 3.1 3.2 3.7 4.3 4.4 3.9 4.0 4.9 3.9 1.4 4.7 3.3 2.8 3.0 3.6 4.0 4.4 5.1 6.0 5.1 3.5 2.2 1.3 0.8 0.6 0.1 0.3 1.1 2.8 3.0 3.1 3.2 3.1 2.8 2.7 2.7 2.9 2.9 2.6 3.2 5.1 6.8 1.3 2.7 2.9 2.9 3.3 4.0 4.3 4.4 4.7 5.3 4.2 2.8 1.8 1.1 0.7 0.5 0.1 0.2 1.0 2.2 2.6 3.0 3.3 3.2 2.8 2.5 2.3 2.0 1.8 1.9 2.7 4.3 3.6 1.3 3.1 3.1 3.2 3.7 4.3 4.7 4.6 4.3 4.1 3.3 2.1 1.4 0.9 0.6 0.4 0.1 0.2 1.0 2.1 2.6 3.1 3.4 3.3 2.9 2.4 2.0 1.6 1.3 1.4 1.9 2.4 1.5 1.4 4.6 3.7 3.5 4.0 4.7 5.1 4.9 4.3 3.8 2.9 1.8 1.2 0.8 0.6 0.4 0.1 0.2 1.0 2.1 2.7 3.2 3.5 3.5 3.0 2.5 1.9 1.5 1.2 1.1 1.2 6.2 1.8 1.5 3.5 3.7 3.8 4.3 5.0 5.4 5.1 4.5 4.1 3.2 1.9 1.2 0.8 0.5 0.4 0.1 0.2 1.0 2.3 2.8 3.3 3.7 3.7 3.3 2.8 2.2 1.5 1.1 0.9 0.9 7.4 1.7 1.5 4.7 4.0 3.9 4.4 5.2 5.6 5.3 5.1 5.1 4.0 2.5 1.5 0.9 0.5 0.3 0.1 0.3 1.2 2.9 3.2 3.5 3.9 4.2 4.1 3.5 2.6 1.7 1.1 0.8 0.8 0.9 1.3 2.8 7.4 9.8 6.7 5.8 5.5 7.3 7.9 11.3 11.6 5.5 1.6 1.7 2.7 3.7 4.1 4.5 5.3 5.6 5.5 5.7 6.3 4.9 3.2 1.9 1.0 0.5 0.3 0.2 0.5 1.5 4.5 4.3 4.0 4.5 5.1 5.3 4.6 3.4 2.1 1.3 1.0 0.9 1.0 1.8 4.1 7.1 12.3 10.4 7.7 8.6 8.2 7.0 6.3 5.1 2.7 1.7 2.1 3.1 4.5 4.9 4.8 5.3 5.6 5.6 5.8 6.1 5.4 3.5 2.1 1.0 0.5 0.3 0.3 0.6 1.8 5.5 5.3 5.0 5.4 6.4 6.5 5.9 4.5 2.9 1.8 1.4 1.2 1.2 1.8 3.4 6.6 9.7 12.8 7.3 7.3 6.6 5.1 3.6 2.5 1.9 2.0 2.6 4.0 5.6 5.9 5.4 5.3 5.4 5.2 5.4 5.9 4.8 3.1 1.9 0.9 0.5 0.3 0.3 0.7 2.0 5.7 5.5 5.3 5.6 6.8 6.6 6.1 4.9 3.1 2.1 1.7 1.5 1.6 2.0 3.0 5.0 9.5 9.8 8.5 7.6 6.9 5.5 3.6 2.6 2.2 2.2 3.1 4.5 5.7 5.9 5.5 5.2 5.2 4.7 4.3 4.5 3.5 2.3 1.4 0.8 0.4 0.2 0.4 0.8 2.1 5.5 5.3 5.0 5.3 5.8 5.8 5.2 4.1 3.0 2.2 1.9 1.8 1.9 2.5 3.8 6.1 9.2 11.3 10.7 8.7 7.0 5.2 3.4 2.6 2.3 2.4 2.9 4.0 5.5 5.7 5.1 4.8 4.8 4.2 3.5 3.1 2.4 1.5 1.0 0.6 0.4 0.2 0.4 0.8 2.0 4.2 4.6 4.9 5.1 5.3 5.0 4.5 3.7 3.0 2.5 2.1 2.0 2.3 3.3 5.7 11.3 17.6 19.0 18.5 13.1 7.9 5.0 3.4 2.7 2.3 2.3 2.5 3.1 4.3 4.4 4.2 4.3 4.3 3.8 3.0 2.4 1.7 1.0 0.7 0.5 0.3 0.2 0.4 0.8 1.8 3.4 4.1 4.7 5.1 5.1 4.7 4.2 3.6 3.0 2.6 2.3 2.2 2.6 4.1 8.3 19.6 20.7 9.6 5.3 3.6 2.8 2.4 2.2 2.1 2.3 2.9 3.2 3.4 3.7 3.7 3.2 2.6 2.0 1.4 0.8 0.5 0.4 0.2 0.2 0.4 0.8 1.7 3.0 3.7 4.3 4.7 4.7 4.3 3.8 3.3 2.7 2.3 2.1 2.2 2.8 4.6 9.8 23.3 24.2 10.8 5.6 3.6 2.7 2.3 2.0 1.8 1.8 2.2 2.5 2.7 3.0 3.0 2.7 2.2 1.7 1.1 0.7 0.4 0.3 0.2 0.1 0.4 0.7 1.6 2.8 3.4 3.9 4.2 4.1 3.7 3.2 2.7 2.3 2.0 1.9 2.1 2.8 4.8 10.4 24.8 25.5 11.0 5.3 3.3 2.4 2.0 1.7 1.5 1.5 1.7 1.9 2.1 2.3 2.3 2.1 1.7 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.4 0.7 1.4 2.6 3.1 3.5 3.7 3.6 3.2 2.7 2.3 1.9 1.6 1.6 1.9 2.7 4.8 10.4 24.2 24.7 10.6 5.0 2.9 2.0 1.7 1.4 1.3 1.2 1.3 1.5 1.6 1.6 1.6 1.5 1.2 1.0 0.7 0.5 0.3 0.2 0.2 0.1 0.4 0.6 1.3 2.5 2.9 3.2 3.4 3.2 2.8 2.3 1.9 1.5 1.3 1.2 1.4 2.1 4.0 9.6 23.8 24.9 10.4 4.6 2.5 1.7 1.4 1.2 1.0 0.9 1.0 1.0 1.0 1.1 1.1 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.3 0.5 1.4 3.0 3.1 3.2 3.1 2.9 2.5 2.0 1.5 1.2 1.0 1.0 1.2 2.0 4.0 9.5 23.3 24.2 10.1 4.4 2.2 1.4 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.3 0.6 1.5 4.4 3.9 3.3 3.1 2.8 2.2 1.7 1.2 1.0 0.8 0.8 1.1 1.9 3.9 9.5 23.7 24.5 9.9 4.2 2.0 1.2 0.9 0.7 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.3 0.5 1.4 4.9 4.4 3.6 3.0 2.7 2.1 1.5 1.1 0.8 0.7 0.7 1.0 1.8 3.9 9.4 23.2 23.8 9.7 4.0 1.9 1.1 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.5 1.4 4.8 4.4 3.6 3.0 2.6 2.0 1.5 1.0 0.7 0.6 0.6 0.9 1.7 3.8 9.4 23.6 24.2 9.6 3.9 1.8 1.0 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.3 4.5 3.9 3.2 2.9 2.6 2.1 1.5 1.1 0.8 0.6 0.6 0.9 1.6 3.7 9.2 23.1 23.5 9.5 3.8 1.7 0.9 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.1 2.9 2.9 2.9 2.9 2.7 2.2 1.7 1.2 0.8 0.6 0.6 0.8 1.5 3.5 9.0 23.3 23.7 9.3 3.6 1.6 0.8 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.9 2.1 2.5 2.8 3.0 2.8 2.3 1.8 1.3 0.8 0.6 0.5 0.7 1.4 3.3 8.5 22.0 22.5 8.7 3.3 1.4 0.7 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.2 0.9 2.0 2.4 2.8 3.0 2.9 2.4 1.9 1.3 0.9 0.6 0.5 0.7 1.2 2.8 7.5 20.2 20.6 7.7 2.9 1.2 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.1 0.2 0.9 2.0 2.4 2.8 3.1 2.9 2.5 1.9 1.3 0.9 0.6 0.4 0.6 1.0 2.2 5.4 14.0 24.3 24.6 24.4 14.3 5.6 2.2 1.0 0.5 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.1 0.2 0.9 2.0 2.4 2.8 3.0 2.8 2.4 1.8 1.3 0.8 0.5 0.4 0.4 0.7 1.4 3.0 6.2 9.6 10.3 9.6 6.3 3.1 1.4 0.7 0.4 0.3 0.3 0.4 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.7 0.6 0.6 0.5 0.1 0.2 1.0 2.4 2.6 2.8 2.9 2.7 2.2 1.7 1.1 0.7 0.5 0.3 0.4 0.5 0.8 1.5 2.5 3.4 3.7 3.4 2.5 1.5 0.8 0.5 0.3 0.3 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.7 0.1 0.3 1.2 3.6 3.4 3.0 2.8 2.6 2.1 1.5 1.0 0.7 0.4 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.4 1.3 1.0 0.7 0.5 0.3 0.3 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.0 0.8 0.2 0.4 1.3 4.8 4.2 3.4 2.9 2.5 2.0 1.4 0.9 0.6 0.4 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.7 1.9 2.0 2.1 2.1 2.0 1.9 1.7 1.5 1.2 0.9 0.2 0.4 1.3 4.7 4.2 3.5 2.9 2.5 1.9 1.3 0.9 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.7 1.0 1.4 1.7 2.0 2.3 2.6 2.6 2.6 2.6 2.4 2.0 1.7 1.4 1.0 0.2 0.5 1.4 4.8 4.1 3.3 2.8 2.5 1.9 1.4 0.9 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.7 1.0 1.4 1.8 2.1 2.5 2.8 3.1 3.1 2.8 2.5 2.1 1.7 1.3 0.9 0.3 0.5 1.3 3.5 3.2 2.9 2.8 2.5 2.0 1.5 1.1 0.8 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.4 0.5 0.7 1.0 1.3 1.7 2.1 2.6 3.4 4.0 4.0 3.4 2.5 1.9 1.5 1.2 0.8 0.3 0.5 1.2 2.4 2.6 2.7 2.7 2.5 2.1 1.7 1.4 1.2 1.0 1.0 0.9 0.9 0.8 0.7 0.6 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 1.1 1.4 1.8 2.2 3.0 4.3 5.0 4.9 4.3 2.8 1.8 1.4 1.0 0.7 0.4 0.6 1.3 2.1 2.4 2.7 2.8 2.7 2.3 2.0 1.8 1.6 1.6 1.5 1.4 1.3 1.2 1.1 1.0 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.3 1.1 1.0 1.0 1.1 1.3 1.5 1.8 2.2 3.0 4.2 5.0 4.9 4.1 2.6 1.6 1.1 0.7 0.5 0.5 0.8 1.4 2.1 2.5 2.7 2.9 2.9 2.6 2.4 2.3 2.1 2.1 2.0 2.0 1.8 1.7 1.6 1.5 1.5 1.6 1.7 1.8 2.0 2.0 1.9 1.8 1.6 1.5 1.5 1.5 1.6 1.7 1.8 1.9 2.4 3.1 3.7 3.6 2.7 1.7 1.0 0.6 0.4 0.3 0.5 0.9 1.4 2.1 2.5 2.8 3.0 3.0 3.0 2.9 2.7 2.6 2.6 2.6 2.5 2.3 2.2 2.1 2.1 2.1 2.2 2.2 2.3 2.5 2.5 2.4 2.3 2.2 2.1 2.1 2.1 2.1 2.0 1.9 1.9 2.0 2.2 2.3 2.2 1.6 1.0 0.6 0.4 0.2 0.2 0.5 0.9 1.4 2.1 2.5 2.8 3.1 3.2 3.3 3.2 3.1 2.9 2.9 2.9 2.8 2.7 2.6 2.7 2.7 2.7 2.6 2.7 2.7 2.9 2.9 2.8 2.7 2.7 2.6 2.7 2.6 2.5 2.3 2.2 2.0 1.8 1.6 1.3 1.1 0.9 0.7 0.4 0.3 0.2 0.1 0.5 0.8 1.3 1.9 2.4 2.7 3.0 3.3 3.3 3.2 3.1 3.0 2.9 2.9 2.8 2.8 2.8 2.8 3.0 3.0 2.9 2.8 2.8 2.8 2.9 2.8 2.8 2.8 2.9 3.0 2.9 2.7 2.5 2.2 1.9 1.5 1.1 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.4 0.7 1.1 1.6 2.0 2.5 3.2 3.8 3.9 3.6 3.1 2.7 2.6 2.6 2.5 2.5 2.8 3.3 3.7 3.7 3.3 2.8 2.6 2.6 2.6 2.6 2.6 2.9 3.5 3.7 3.5 3.0 2.4 2.0 1.6 1.2 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.3 0.6 1.0 1.3 1.8 2.4 3.7 4.6 4.5 4.3 3.2 2.4 2.2 2.2 2.2 2.3 2.8 4.0 4.5 4.5 4.0 2.8 2.3 2.2 2.2 2.2 2.4 3.2 4.4 4.4 4.4 3.4 2.3 1.7 1.4 1.0 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.3 1.8 2.7 3.0 3.1 3.0 2.4 1.8 1.6 1.6 1.6 1.7 2.1 2.8 3.0 3.0 2.9 2.2 1.7 1.6 1.6 1.6 1.8 2.4 3.0 3.0 3.0 2.6 1.8 1.3 1.0 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.0 0.9 0.8 0.5 0.5 0.5 0.5 0.5 0.7 0.9 1.0 1.0 0.9 0.7 0.5 0.5 0.5 0.5 0.5 0.8 0.9 1.0 1.0 0.8 0.6 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 36.9 37.0 37.0 39.9 40.8 40.1 42.4 43.0 42.2 39.5 40.4 40.2 41.3 41.7 41.8 39.4 40.3 39.6 41.2 41.8 41.3 39.4 40.3 39.2 41.2 41.7 41.0 39.3 40.3 38.9 40.5 41.1 40.3 37.4 38.1 36.9 34.0 33.9 33.9 705B 705B 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 705B 702.1 702.1 702.1702.1 507 507 507 507 701 701 701.1 701.1 701.1 701 701.1 701.1 702 701 701 501 502 501 101BL 101BL 101BL 101BL 507 507 507 507 507 507 501 501 701 702 101BL 702.1 701 702 1/32" = 1'-0" 1 SITE PHOTOMETRY PLAN GENERAL NOTES 1. ALL FIXTURES UTILIZED IN THIS SITE PHOTOMETRIC PLAN ARE FULL CUTOFF. 2. MOUNT AREA LUMINAIRES, TYPE '701' AND '701.1' AT 28'-0" AND TYPE '702' AND '702.1' AT 33'-0" AFG. (INCLUDING POLE BASE) 3. FILE NUMBERS PROVIDED FOR PHOTOMETRY REFERENCE ONLY. CATALOG NUMBERS SHALL BE UTILIZED FOR ORDERING FIXTURES. 4. COLOR TEMPERATURE OF FIXTURES SHALL BE PROVIDED AS FOLLOWS 4.1. AREA LIGHTING - 5700K 4.2. BUILDING MOUNTED - 5700K 4.3. DECORATIVE POLE - 5000K 4.4. CANOPY - 5700K 4.5. CANOPY DOWNLIGHTS - 4000K SITEPHOTOMETRYPLAN SP-1 975 NE PARK STREET, OKEECHOBEE, FL OKEECHOBEE, FLORIDA OKEECHOBEE N/A N/A 2011 BR-RH M90 0801 1443 PROJECT NUMBER SHEET NUMBER SHEET TITLE COPYRIGHT NOTICE ISSUE/REVISION RECORD DESCRIPTIONDATE THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2013 RACETRAC PETROLEUM INC. R R RACETRAC PETROLEUM, INC. 3225 CUMBERLAND BOULEVARD SUITE 100 ATLANTA, GEORGIA 30339 (770) 431-7600 DESIGN PROFESSIONALS PROFESSIONAL SEAL PROJECT NAME PROTOTYPE SERIES RACETRAC STORE NUMBER PLAN MODIFICATION NOTICE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. SPB NO.DATE TEL FAX WWW.HENDERSONENGINEERS.COM 2050003332FL. CERTIFICATE OF AUTHORIZATION #: EB 760602/28/21 8345 LENEXA DRIVE, SUITE 300LENEXA, KS 66214913.742.5000 913.742.5001 2050003332 DEAN W. CHANDLERLuminaire Schedule Symbol Qty Label LLF Description Tag Lum. Watts 5 101BL - PD6-30-D010- PDM6A-840-61V-BB 0.900 PD6-30-D010- PDM6A-840-61V-BB 101BL 27.5 4 501 - LSI XWM-FT-LED-06L-50-UE-BRZ 0.900 XWM-FT-LED-06L-50-UE-BRZ 501 53.9 1 502 - LSI XWM-FT-LED-04L-50-UE-BRZ 0.900 XWM-FT-LED-04L-50-UE-BRZ 502 38 7 701 - LSI XALM-3-LED-VHO-50-UE-BRZ 0.900 XALM-3-LED-VHO-50-UE-BRZ 701 315 5 701.1 - LSI XALM-3-LED-VHO-50-UE-BRZ-IL 0.900 XALM-3-LED-VHO-50-UE-BRZ-IL 701.1 315 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CAR CANOPY Illuminance Fc 26.31 29.5 16.8 1.57 1.76 SITE LIGHTING Illuminance Fc 2.36 25.5 0.0 N.A.N.A. 32 705 - SCV-LED-13L-SC-UNV-DIM-50-WHT 0.800 SCV-LED-13L-SC-UNV-DIM-50-WHT 705 84.3 28 705B - SCV-LED-13L-SC-UNV-DIM-50-WHT 0.800 SCV-LED-13L-SC-UNV-DIM-50-WHT 705B 84.3 10 507 - SP2-ANG-12LEDWW-700-FCO-PR-C 0.900 SP2-ANG-12LEDWW-700-FCO-PR-C 507 27.3 3 702 - LSI XALM-3-LED-VHO-50-UE-BRZ 0.900 XALM-3-LED-VHO-50-UE-BRZ 702 315 5 702.1 - LSI XALM-3-LED-VHO-50-UE-BRZ-IL 0.900 XALM-3-LED-VHO-50-UE-BRZ-IL 702.1 315 TRUCK CANOPY Illuminance Fc 39.62 43.0 33.9 1.17 1.27 THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2016 RACETRAC PETROLEUM INC. COPYRIGHT NOTICE DESIGN PROFESSIONALS RaceTrac ISSUE/REVISION RECORD RACETRAC PETROLEUM, INC. 200 GALLERIA PARKWAY SOUTHEAST SUITE 900 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME RaceTrac RACETRAC STORE NUMBER PROTOTYPE SERIES PLAN MODIFICATION NOTICE SPB NO.DATE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/ REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER SHEET TITLE SHEET NUMBER ® ® DATE DESCRIPTION CHECKED BY: XX PROJECT MANAGER: DRAWN BY: XX PROTOTYPICAL DESIGN DOCUMENTS NOT FOR REGULATORY APPROVAL OR CONSTRUCTION. THESE DOCUMENTS DO NOT COMPRISE A FINAL, COMPREHENSIVE SET OF DESIGN AND CONSTRUCTION DOCUMENTS AND ARE NOT INTENDED FOR USE ON ANY SPECIFIC PROJECT WITHOUT THE APPROPRIATE REVIEW AND MODIFICATIONS MADE BY A LICENSED ARCHITECT ENGAGED TO PROVIDE PROFESSIONAL ARCHITECTURAL SERVICES FOR THE SPECIFIC PROJECT. FOR REFERENCE ONLY A102 XXXXXXXX Unnamed ADDRESS STATE 00000 CITY ANYTOWN,CITY 0216 07/03/20 2020 RH MO 0216 #0000 07/03/20 SPB N0. 0216 EXTERIOR MATERIAL SCHEDULE BRICK METAL BR-1 MERIDIAN BRICK LAREDO MORTAR COLOR “LIGHT BLUFF”M-1 PREFINISHED 4” 2-PIECE COMPRESSION METAL COVER METAL TO MATCH STOREFRONT COLOR DARK BRONZE BR-2 MERIDIAN BRICK MOUNT RUSHMORE MORTAR COLOR “LIGHT BLUFF”M-2 COLOR DARK BRONZE METAL TO MATCH STOREFRONT COLOR DARK BRONZE CEMENT BOARD M-3 VISTAWALL (OR APPROVED ALTERNATE)FG-3000 STOREFRONT SYSTEM (OR AP-PROVED ALTERNATE)PREFINISHED DARK BRONZE ANODIZED ALUMINUM AA-MI2C22A44 HP-1 JAMES HARDIE ARTISAN V-GROOVE SIDING PAINT SHERWIN WILLIAMS SEALSKIN #7675 M-5 ALCOA REYNOBOND PE COLORWELD 500 “CLASSIC BRONZE” EIFS EF-1 STO EIFS FASCIA AND SOFFIT “FINE FINISH” APPLICATION; COLOR TO MATCH SW #6141 “SOFTER TAN”M-8 RED ACM GLAZING M-9 BLUE ACM GL-1 1” NON-IMPACT RATED INSULATED GLAZING CLIMATE ZONE 2 OR 3. IGU AT STOREFRONT 0.28 U-FACTOR, SHGC PF>0.25=0.27 (1/4” PPG SOLARBAN 70-XL LOW-E #2 + 12 AIRE + 1/4” CLEAR) OR APPROVED ALTERNATE PAINT EP-1 SHERWIN WILLIAMS EXTERIOR PAINT TO SW #7020 “BLACK FOX” BUILDING ELEVATIONS 001 Project Number Okeechobee TC/DT 8990 20TH ST OKEECHOBEE #1443 FLORIDA 00000 1 FRONT ELEVATION 3/16” = 1’-0”B-2HP-1M-5GL-1M-3M-5M-2M-8B-1B-2B-2EF-1EF-1HP-1B-1B-1M-1B-1M-3GL-1B-1M-1M-1M-8M-8M-2T.O. PARAPET22’-10” T.O. PARAPET20’-6” T.O. PARAPET18’-10” B.O. CANOPY12’-6” B.O. CANOPY9’-8” T.O. PARAPET22’-10” T.O. PARAPET20’-6” T.O. PARAPET18’-10” B.O. CANOPY8’-4” 2 REAR ELEVATION 3/16” = 1’-0”B-1GL-1M-3EF-1EF-1M-8M-8EP-1EP-1EP-1EP-1EP-1EP-1EP-1M-1M-1B-1B-1M-5M-2M-1M-1B-2B-2M-9T.O. PARAPET22’-10” T.O. PARAPET20’-6” T.O. PARAPET18’-10” B.O. CANOPY8’-4” B.O. CANOPY9’-8” 4 LEFT ELEVATION 3/16” = 1’-0”GL-1M-3HP-1B-1B-1M-5B-1B-2B-2B-1EF-1M-1EF-1B-2B-2M-1M-8B-13 RIGHT ELEVATION 3/16” = 1’-0”B-1M-1M-5M-1HP-1B-2M-5 THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2016 RACETRAC PETROLEUM INC. COPYRIGHT NOTICE DESIGN PROFESSIONALS RaceTrac ISSUE/REVISION RECORD RACETRAC PETROLEUM, INC. 200 GALLERIA PARKWAY SOUTHEAST SUITE 900 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME RaceTrac RACETRAC STORE NUMBER PROTOTYPE SERIES PLAN MODIFICATION NOTICE SPB NO.DATE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/ REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER SHEET TITLE SHEET NUMBER ® ® DATE DESCRIPTION CHECKED BY: XX PROJECT MANAGER: DRAWN BY: XX PROTOTYPICAL DESIGN DOCUMENTS NOT FOR REGULATORY APPROVAL OR CONSTRUCTION. THESE DOCUMENTS DO NOT COMPRISE A FINAL, COMPREHENSIVE SET OF DESIGN AND CONSTRUCTION DOCUMENTS AND ARE NOT INTENDED FOR USE ON ANY SPECIFIC PROJECT WITHOUT THE APPROPRIATE REVIEW AND MODIFICATIONS MADE BY A LICENSED ARCHITECT ENGAGED TO PROVIDE PROFESSIONAL ARCHITECTURAL SERVICES FOR THE SPECIFIC PROJECT. FOR REFERENCE ONLY A102 XXXXXXXX Unnamed ADDRESS STATE 00000 CITY ANYTOWN,CITY 0216 07/03/20 2020 RH MO 0216 #0000 07/03/20 SPB N0. 02164FRONT ELEVATION 1/8” = 1’-0” T.O. PARAPET22’-0” B.O. CANOPY18’-0”EP-1EP-1EP-1EP-1EP-1EP-1M-10M-10M-9M-9M-8M-8EP-1EP-1EP-1EP-1EP-1EP-13 REAR ELEVATION 1/8” = 1’-0”EP-1EP-1EP-1EP-1EP-1EP-1M-10M-9M-8EP-1EP-1EP-1EP-1EP-1EP-1T.O. PARAPET22’-0” B.O. CANOPY18’-0” 1 LEFT ELEVATION 1/8” = 1’-0”EP-1EP-1M-10M-9M-8EP-1EP-1T.O. PARAPET22’-0” B.O. CANOPY18’-0” 2 RIGHT ELEVATION 1/8” = 1’-0”EP-1EP-1M-10M-9M-8EP-1EP-1T.O. PARAPET22’-0” B.O. CANOPY18’-0” 003 EXTERIOR MATERIAL SCHEDULE PAINT EP-1 SHERWIN WILLIAMS EXTERIOR PAINT TO SW #7020 “BLACK FOX” METAL M-8 RED ACM M-9 BLUE ACM M-10 WHITE ACM FUEL CANOPY ELEVATIONS - BACK COURT 1443 Okeechobee TC/DT 8990 20TH ST OKEECHOBEE #1443 FLORIDA 00000 THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2016 RACETRAC PETROLEUM INC. COPYRIGHT NOTICE DESIGN PROFESSIONALS RaceTrac ISSUE/REVISION RECORD RACETRAC PETROLEUM, INC. 200 GALLERIA PARKWAY SOUTHEAST SUITE 900 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME RaceTrac RACETRAC STORE NUMBER PROTOTYPE SERIES PLAN MODIFICATION NOTICE SPB NO.DATE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/ REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER SHEET TITLE SHEET NUMBER ® ® DATE DESCRIPTION CHECKED BY: XX PROJECT MANAGER: DRAWN BY: XX PROTOTYPICAL DESIGN DOCUMENTS NOT FOR REGULATORY APPROVAL OR CONSTRUCTION. THESE DOCUMENTS DO NOT COMPRISE A FINAL, COMPREHENSIVE SET OF DESIGN AND CONSTRUCTION DOCUMENTS AND ARE NOT INTENDED FOR USE ON ANY SPECIFIC PROJECT WITHOUT THE APPROPRIATE REVIEW AND MODIFICATIONS MADE BY A LICENSED ARCHITECT ENGAGED TO PROVIDE PROFESSIONAL ARCHITECTURAL SERVICES FOR THE SPECIFIC PROJECT. FOR REFERENCE ONLY A102 XXXXXXXX Unnamed ADDRESS STATE 00000 CITY ANYTOWN,CITY 0216 07/03/20 2020 RH MO 0216 #0000 07/03/20 SPB N0. 02164FRONT ELEVATION 1/8” = 1’-0” T.O. PARAPET22’-0” B.O. CANOPY18’-0”EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1M-10M-10M-9M-9M-8M-8EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-13 REAR ELEVATION 1/8” = 1’-0”EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1M-10M-9M-8EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1T.O. PARAPET22’-0” B.O. CANOPY18’-0” 1 LEFT ELEVATION 1/8” = 1’-0”EP-1EP-1M-10M-9M-8EP-1EP-1T.O. PARAPET22’-0” B.O. CANOPY18’-0” 2 RIGHT ELEVATION 1/8” = 1’-0”EP-1EP-1M-10M-9M-8EP-1EP-1T.O. PARAPET22’-0” B.O. CANOPY18’-0” 002 EXTERIOR MATERIAL SCHEDULE PAINT EP-1 SHERWIN WILLIAMS EXTERIOR PAINT TO SW #7020 “BLACK FOX” METAL M-8 RED ACM M-9 BLUE ACM M-10 WHITE ACM BUILDING ELEVATIONS - FRONT COURT 1443 Okeechobee TC/DT 8990 20TH ST OKEECHOBEE #1443 FLORIDA 00000 THESE PLANS ARE SUBJECT TO FEDERAL COPYRIGHT LAWS: ANY USE OF SAME WITHOUT THE EXPRESSED WRITTEN PERMISSION OF RACETRAC PETROLEUM, INC. IS PROHIBITED. 2016 RACETRAC PETROLEUM INC. COPYRIGHT NOTICE DESIGN PROFESSIONALS RaceTrac ISSUE/REVISION RECORD RACETRAC PETROLEUM, INC. 200 GALLERIA PARKWAY SOUTHEAST SUITE 900 ATLANTA, GEORGIA 30339 (770) 431-7600 PROJECT NAME RaceTrac RACETRAC STORE NUMBER PROTOTYPE SERIES PLAN MODIFICATION NOTICE SPB NO.DATE STANDARD PLAN BULLETINS (SPB) MODIFY THE PROTOTYPE SERIES SET NOTED ABOVE. THE LISTED SPB REPRESENTS THE LATEST MODIFICATION INCORPORATED TO THIS PROTOTYPE SERIES SET AT ORIGINAL RELEASE. THE ISSUE/ REVISION RECORD COLUMN ABOVE LISTS ANY REVISIONS OR SPB INCORPORATED IN THIS SET AFTER THE ORIGINAL RELEASE. CONTACT RACETRAC ENGINEERING AND CONSTRUCTION FOR ANY SUBSEQUENT BULLETINS NOT INCORPORATED HEREIN. PROFESSIONAL SEAL PROJECT NUMBER SHEET TITLE SHEET NUMBER ® ® DATE DESCRIPTION CHECKED BY: XX PROJECT MANAGER: DRAWN BY: XX PROTOTYPICAL DESIGN DOCUMENTS NOT FOR REGULATORY APPROVAL OR CONSTRUCTION. THESE DOCUMENTS DO NOT COMPRISE A FINAL, COMPREHENSIVE SET OF DESIGN AND CONSTRUCTION DOCUMENTS AND ARE NOT INTENDED FOR USE ON ANY SPECIFIC PROJECT WITHOUT THE APPROPRIATE REVIEW AND MODIFICATIONS MADE BY A LICENSED ARCHITECT ENGAGED TO PROVIDE PROFESSIONAL ARCHITECTURAL SERVICES FOR THE SPECIFIC PROJECT. FOR REFERENCE ONLY A102 XXXXXXXX Unnamed ADDRESS STATE 00000 CITY ANYTOWN,CITY 0216 07/03/20 2020 RH MO 0216 #0000 07/03/20 SPB N0. 0216 004 1 FRONT ELEVATION 1/2” = 1’-0”TX-1TX-1EP-1EP-1CM-1M-1M-1B-2B-2T.O. MASONRY10’-2” T.O. GATE7’-10” 2 REAR ELEVATION 1/2” = 1’-0”B-1M-1M-1M-1EP-1EP-1T.O. MASONRY10’-2” 3 LEFT ELEVATION 1/2” = 1’-0” T.O. MASONRY10’-2”B-1B-1CM-1EP-1EP-1M-1M-1B-2EP-1M-14 RIGHT ELEVATION 3/16” = 1’-0” T.O. MASONRY10’-2” EXTERIOR MATERIAL SCHEDULE BRICK BR-2 MERIDIAN BRICK MOUNT RUSHMORE MORTAR COLOR “LIGHT BLUFF” METAL M-1 PREFINISHED 4” 2-PIECE COMPRESSION METAL COVER METAL TO MATCH STOREFRONT COLOR DARK BRONZE PAINT EP-1 SHERWIN WILLIAMS EXTERIOR PAINT TO SW #7020 “BLACK FOX” CONCRETE MASONRY CM-1 8X16 SMOOTH FACE BLOCK PAINT TO SW #7020 “BLACK FOX” TREX TX-1 SELECT COMPOSITE 1/2” THICKNESS WOODLAND BROWN TRASH ENCLOSURE ELEVATIONS 1443 Okeechobee TC/DT 8990 20TH ST OKEECHOBEE #1443 FLORIDA 00000 0 IA �.,_ � �o m ���� � � ���� �� � r +� � .r ; ;�;, r1w � '� � 4 �� ���v� ' .� : � -�, . ���� Staff Report Site Plan Review: Parcel {D: 2-15-37-35-OA00-00�07-0�00 Description: Gas Station & Convenience Store with Drive Through Service Prepared for.- Applicant: Petition No.: ' � �: �� � � __ , I�; ` ,. * I. _ ; I ;� ... � ����� 1375 Jacitson Sheef q?Ou fort Myers, €!. 33901 The City of Okeechobee RaceTrac Petroleum Inc 20-006-TRC Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC �General Information Applicant Owner Site Address Parce( Identification Contact Person Contact Phone Number Contact Email Address Race Trac Petroleum Inc 200 Galleria Pkwy SE, Suite 900 Atlanta, GA 30339 H2oldings LLC 1534 Walnut Ave Wilmette, IL 60091 SR 70 (975 NE Park St) 2-15-37-35-OA00-00007-0000 Samantha Jones, Engineering Project Manager 770.431.7600 sjones@racetrac.com .�:: , , , For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citvofokeechobee.com/aqendas.html IFutu�re� Land Use, Zoning and Existing Use _ j Future Land Use Zoning District Use of Property Acreage Existing Commercial Heavy Commercial (CHV) Vacant : :. Proposed Commercial Heavy Commercial (CHV) Race Trac Gas Station and Convenience Store 18.86 � . . This site plan for the construction of a RaceTrac gas station and convenience store is a revised version of a previously approved site plan. Two special exception requests have been submitted concurrently: one for approval of drive through service and the other for a convenience store with fuel pumps. The drive through service is a new feature that has been added to this revised site plan. A special exception request for the convenience store with fuel pumps was previously approved by the City's Board of Adjustment, though that approval included a condition that trucks would not be permitted to park overnight. Since that previous special exception approval, the applicant has revised the site plan substantially and is now requesting another special exception approval which does not include the condition of no overnight truck parking. The subject site is a vacant parcel located on the north side of SR-70 (Park St) just east of NE gtn Ave and across SR-70 from SE 10'" Ave. The subject property (shown as parcel 1 on the survey) is 18.86 acres but only the southwest 7.11 acres of the parcel will be used for the proposed i.,,t�;���: � �ar�r�in�i �;�. Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC development. The Applicant has not ofifered any plans to develop the remaining 11.75 acres at this time. Major features of the proposed RaceTrac development include: • 8,100 square foot RaceTrac convenience store with drive through service • Outdoor patio seating area • 8,800 square foot canopy to the south side of the store covering 16 vehicle fueling stations • 3,900 square foot canopy to the north side covering 6 large truck fueling stations. • 30 standard size parking spaces • 3 ADA parking spaces • 24 large truck parking spaces at the rear (north side) of the development • Truck scale • Water retention area at the rear (north side) of the development • Two access driveways from SR 70 • 8 foot tall privacy wall on the portion of the west property line adjacent to residences Future Land Use, Zoning and Existing Use on Surrounding Properties I rvortn East South Future Land Use Single Family Residential w 1'�±r^: Zoning District Residential Mobile Home (RMH) Existing Use River Run Resort Mobile Home Park Future Land Use Commercial Zoning District Heavy Commercial (CHV) Existing Use Vacant Future Land Use Commercial ���� '�� 'w�� � �� ,��F� ., . - �,r.w;,g�� i n x r:,�: ,"� Zoning District Heavy Commercial (CHV) Existing Use Future Land Use West Zoning District Existing Use Zaxby's Restaurant, Family Dollar Store & Post Office Single Family Residential Residential Mobile Home (RSF-1) Manufactured Home Sales Center & River Run Resort Mobile Home Park Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Adequacy of Public FaciFities POTABLE WATER AND SANITARY SEWER: The Applicant has stated that a 12 inch potable water main and an 8 inch gravity sewer main exist along SR-70, both of which can be tapped into for this project. Applying the City's Level of Service standard for nonresidential use of 0.15 gallons of water per day per square foot (gpd/sf) to the 8,100 square feet of building floor area indicates a demand of about 1,215 gallons of potable water and wastewater treatment each per day. This potential increase is relatively small and should have no effect upon the available capacities of OUA's potable and wastewater treatment � :.F:,�� 2 pianni��r��-� Staff Report Site Plan Review facilities. Applicant: RaceTrac Petroleum Inc Petition: 20-006-TRC SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It is reasonable that the volume of solid waste generated by the proposed establishment can also be accommodated within the capacity of the County's Solid Waste Facility. Dffta41NAGE: The Applicant has provided a grading site plan, a drainage site plan, and a drainage report. TRAFFIC GENERATION: The Applicant has provided a traffic impact analysis performed by MacKenzie Engineering & Planning, Inc. which estimates the number of external trips and driveway trips expected to be generated by the currently proposed RaceTrac gas station and convenience store as well as an estimated 112,368 square feet of retail use that the applicant assumes will be developed on the remainder of the subject parcel (11.75 acres) as well as the 2.24 acre parcel to the east that the applicant has plans to purchase along with the subject parcel. The traffic engineer based the assumption of 112,368 square feet of retail on the finding that 6 nearby commercial properties are developed at an average intensity of 6,533 square foot per acre. To provide a more conservative estimate, an intensity of 8,000 square foot per acre was then used. This assumption does not account for maximum potential buildout and does not account for the potential development of commercial uses other than retail. The traffic analysis provides estimates for driveway vehicle trips and external vehicle trips. Driveway trips typically refer to the total number of vehicles that turn into the driveway of the development. However, it is expected that some of the vehicles that turn into the driveway are stopping by on the way to other destinations. These are known as pass-by trips. After subtracting the expected number of pass-by trips from the total expected driveway trips, the remainder of the driveway trips are referred to as external trips. External trips are assumed to be vehicle trips generated entirely by the subject use (in this case, RaceTrac, and the assumed retail on the remaining 14 acres). The provided traffic impact analysis estimates this proposed development will generate: • 13,292 total daily driveway vehicle trips • 881 daily driveway vehicle trips during the AM peak hour • 1,153 daily driveway vehicle trips during the PM peak hour • 5,923 total daily external vehicle trips • 298 daily external vehicle trips during the AM peak hour • 526 daily external vehicle trips during the PM peak hour The Florida Department of Transportation's most recent (2019) annual average daily traffic count (AADT) for this segment of SR 70 is 26,000 vehicle trips. Adding another 5,923 daily vehicle trips represents a 22.8% increase without accounting for any changes in the AADT. The applicant's traffic engineer is recommending roadway improvements and changes to traffic signalization at the intersection of SR-70 and SE 10�h Ave. ACCESS AND EGRESS: Two new access driveways are proposed on SR-70. The proposed driveway at the intersection of SR-70 and SE 10th Ave will allow for ingress and egress to and from both directions or SR-70 I.,,tv�� 3 F)��C9i11�lC� Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC and for vehicles northbound on SE 10t'' Ave. The other driveway will allow ingress and egress only for vehicles traveling westbound on SR-70. INTERIOR CIRCULATION: Interior circulation appears to be adequate with all drive aisles exceeding the minimum code requirements. However, a drive through has been added to this revised site plan and very little analysis has been provided by the applicant regarding the expected ability of the drive through to function without causing internal circulation issues or queuing that could extend into the public right-of-way. SERVICE VEHICLE ACCESS AND EGRESS: A. Fire Truck The Applicant has furnished a truck circulation plan, which illustrates the path of truck entering and exiting the site for refueling of the fuel storage tanks or accessing the loading space. The appropriateness of this plan as it applies to fire truck access will be addressed by the Fire Chief. B. Loading Zone The proposed loading zone meets all minimum dimensional requirements. There is also sufficient space adjacent to the dumpster enclosure in order to facilitate solid waste removal. C. Dumpster Location and Trash Collection The dumpster enclosure meets all required setbacks and is adequately located to accommodate employee trash take out and solid waste truck access. D. Fuel Truck The truck route plan adequa�tely illustrates the turn movements required to access the fuel tank fill locations. . .. . � . Retail, restaurant and governmental uses existing across SR-70 to the south. The property to the east is entirely vacant commercial property. An existing manufactured home sales facility fronts on SR-70 to the west and an established manufactured home residential neighborhood exists to the west and north. The main compatibility concern for this use is the existing residential neighborhood to the west and north. To that end, the landscape plan depicts an ample landscape buffer provided along the western property line between the residences and the project. An 8 foot tall privacy wall is also proposed between the residences and the RaceTrac development. Compliance with Land Development Codes Regulation Required Provided §g� 692�2�ea 20,000 sq ft 309,775 sq ft Min lot width 140' 422° §90-692(2) I_ �k:��� 4 �Iar�rtln�.) Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC Regulation Required Provided Min front yard setback 20, 58.5' to front canopy (Park St) 157.6' to building 90-692 3 � 8� Illlin side yard • 50' abutting residential 105.6' from west side to front canopy setback zoning district 157.5' from west side to building §90-692(3) • 2' canopy encroachment §90-448(2) permitted 97.6' from east side to front canopy 153.9' from east side to building 50' repuired on west side 8' repuired on east side • 10' Min rear yard • 50' abutting residential 316.6' to rear canopy setback zoning district 508.5' to building §90-692(3) 50' repuired Max lot coverage 25%, not including fuel storage 6 92% §90-692(4) tanks Max height 25� 22'10" 90-692 5 Il�in und�rground fuel tank front 20' -270.67' setback 90-692 6 Min underground � $ fuel taro9c sid� • 50' abutting residential 55' from west side to underground setback zoning district tanks §90-692(6) 50'repuired on west side Min underground • 10' fuel tank rear • 50' abutting residential �n compliance setback zoning district §90-692(6) NFPA standards Site plans shall conform to To be confirmed by fire chief and §90-692(8) NFPA standards. buildin official Max impervious surface 85% 64% 90-285 3 Min parking space dimensions 9' by 20' 10'x20' 90-511 b Min ADA parking space dimensions 12' by 20' with a 5' wide In compliance FI Accessibility Code access aisle 502 I..�h«f: 5 ��I�anni;n� Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC Regulation Required Provided IVlin loading space At least 10' wide by 30' long dirnensions W/14' vertical clearance. 10' x 40' with unlimited clearance 90-511 c Minimum aisle 24' wide drive for spaces All drive aisles exceed 24' wide widih between 75° and 90°. except one way drive thru 90-511 d 2 Parking paving Each parking and loading In compliance §90-511(e)(1) s ace shall be aved Each parking or loading space Parking and shall open directly onto a loading space driveway that is not a public layout street, and each parking space In compliance §90-511(e)(2) shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Pedestrian spaces shall be designed so oriented design that pedestrians moving In compliance §90-511(e)(3) between parking areas and buildings are not unreasonably exposed to vehicular traffic areas. Paved pedestrian walks shall be provided along the lines of Pedestrian walks the most intense use, All parking areas are paved. §90-511(e)(4) particularly between building entrances to streets, parking areas, and ad�acent buildin s. Loading space Loading facilities shall be identifiication identified as to purpose and In compliance §90-511(e)(5) location when not clearly evident. No parking space accessed via Min parking space a driveway from a public road setback shall be located closer than 20 In compliance §90-511(e)(6) feet from the right-of-way line of said ublic road. IVlin number of ofif- One per 150 sf of floor area street parking 57 arkin s aces spaces P 9 P 90-512 2 8, 900 = 950 = 54 Min number of ADA parking For facilities with 51 — 75 spaces parking spaces, at least 3 must 3 ADA parking spaces FI Accessibility Code be ADA spaces 208.2 1_.,h,�.- 6 �:�lanr�ir�y Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC Regulation Required Provided Min number of off- street loading One loading space required for 1 designated loading space provided spaces each convenience store 90-513 2 1 tree and 3 shrubs/3,000 sf of g� new trees and 7 existing trees to Min Landscaping lot area. remain §90-532 309, 775 sf = 3.000 = 903 trees 1,226 shrubs and 390 shrubs re uired Landscaping for parking and 18 sq ft of landscaping required vehicular use per required parking space. In compliance areas 18x54=972spft 90-533 1 Landscaping for parking and One tree per 72 sf of required vehicular use landscape area In compliance areas 648 = 72 = 14 trees 90-533 2 Landscaping for parking and Two feet of landscaping vehicular use required between buildings and In compliance areas vehicular use areas. 90-533 4 Landscaping for Min. dimension of landscaped parking and areas must not be less than 4' vehicular use except adjacent to on-site �n compliance areas buildings. 90-533 5 Landsca in for One landscaped island at least p g 5 by 15 w/at least one tree The plan shows 24 uninterrupted parking and must be provided for each 10 semi-truck parking spaces at the rear vehicular use required parking spaces w/ a of the property. A landscape island §reas () maximum of 12 uninterrupted shacesbe added to break up these 90-533 6 P arkin s aces in a row. Landscaping for The remainder of a parking parking and landscape area shall be vehicular use landscaped with grass, ground In compliance areas cover, or other landscape §90-533(7) material. Landscape buffer 10' minimum width of street areas frontage buffers In compliance 90-534 1 Landscape buffer 2� minimum width of property areas line buffers In compliance 90-534 1 i ;�l���r 7 �lar�ni'nc� Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC Regulation Required Provided 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 330 linear ft of non-drivewav �n compliance frontaqe on SR70 repuires 3 300 sf of landscaped area and 91 trees and 33 shrubs 735 linear ft of west propertv In compliance Landscape buffer line repuires 9.470 sf of areas landscaped area and 5 trees §90-534(2) and 15 shrubs 422 linear ft of north rear In compliance properfv line 844 sf of landscaped area and 3 trees and 8 shrubs 735 linear ft of east propertv In compliance line repuires 1.470 sf of landscaped area and 5 trees and 95 shrubs Landscape buffer Trees may be planted in areas clusters, but shall not exceed In compliance §90-534(3) 50 feet on centers abutting the street. L�radscape buffer The remainder of a landscape buffer shall be landscaped with �n compliance areas grass, ground cover, or other §90-534(4) landsca e material Speci�s When more than ten trees are diversi�ication required to be planted, two or In compliance §90-538(c) more s ecies shall be used. Trees and shrubs shall not be Tree spacing from planted in a location where at No overhead utility lines currently utility structures their maturity they would exist along frontage §90-538(d) interfere with utility services (in accordance with 90-543 . Landscape area Landscaping shall be protected barriers from vehicular encroachment In compliance §90-538(g) by means of curbs, wheel sto s, walks or similar barriers. i_.:,r�„�. 8 �-f �nnrr��� Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC Regulation Required Provided At least 75 percent of the total number of plants required shall be sta�te native very drought tolerant species as listed in the South Florida Water Drought tolerance Management District Xeriscape §90-540(b) Plant Guide. However, when a In compliance landscape irrigation system is installed, at least 75 percent or the total number of plants required shall be state native moderate or very drought tolerant s ecies. Trees shall be at least ten feet Min tree size high and two inches in §90-540(c) diameter measured four feet In compliance afaove ground lPvel �t the #ime of lantin . Prohibited Species listed in §90-542 shall species not be planted. In compliance 90-542 Max monument sign area 64 square feet Not depicted 90-571 1 Max monument sign height 8 feet Not depicted 90-571 1 Max number of monument signs 1 1 90-571 2 One ground sign or pole sign is While the notes on the plans indicate allowed in the front yard, and a monument sign will be installed, the Ground/pole such sign shall not exceed 50 applicant recently applied for a signs square feet in sign area and 20 variance for a pole sign. No sign §90-573(a)(1) feet in height, and shall not be details are provided on the revised closer than 25 feet to a plans. residential district. The combined sign area of building signs, ground signs and pole signs is limited to one square foot for each linear foot Max total sign of property on a frontage area street, plus one square foot for Sign area not depicted §90-573(b) each two linear feet of property on side streets. 422 spuare feet total permitted siqn area 1: �r:��� g F���I�annr�n;7 Staff Report Applicant: RaceTrac Petroleum Inc Site Plan Review Petition: 20-006-TRC Ftegulation Required Provided Min street yard No part of any sign shall be Monument shown 1' from front sign setback located closer than one foot to property line §90-580(c)(1) the ro ert line Sid�walks Sidewalks required adjacent to Sidewalks already in place § 78-36(a)(1) ri ht-of-wa All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum of one-half Photometric plans and notes indicate Lighting horizontal foot-candle power of that all fixtures will be full-cutoff § 78-71(a)(5) artificial lighting. Lighting, when design and that light trespass will be provided, shall be directed very minimal. away from public streets and residential areas and shall not be a hazard or distraction to �p�tpric�c tra�lg�inrr � �t�-aat. I..,K���. 10 �fanr7ina Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20-006-TRC . .. . Based on the foregoing analyses, we recommend the following conditions be met prior to issuance of building permits: A landscape island should be provided in the middle of the rear truck parking area so that no more than 12 spaces are in a row, uninterrupted by a landscape island. 2. Provide sign plans which depict the building signs and pole/monument sign meeting the requirements of the City signage codes. 3. Demonstrate that drive through vehicle stacking will not create internal circulation issues or extend into the public right-of-way. 4. Approval of Special Exception for drive through service. Submitted by: , c" 1' ' 1 J.....� `, ` •� j. 'i^ �.wc�...� ; I�'_ % f / �.�: �'�/ / Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: October 6, 2020 TRC Hearing date: October 15, 2020 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs L:�h��� 11 pfanni:n�7 0 0 Staff Report Site Plan Review Applicant: RaceTrac Petroleum Inc Petition: 20-006-TRC FUTURE LAND USE Subject Site and Environs 3� - U� U� t.r` � r��; .. .�'f14� . .''�15 ,,; , .. �� ♦ , T:.!`, i Til .'.. . .. . T:-� z � _. �s - � �t�� � ��s � : . ,�. ..�. x - ` • K • . � _1�� . . � . ; � i s �� = _44� _= �r�7 :�:: _ " . �.: . .. ,.��, ,..�.. . .. ;��� . _,. .�� � =�` - ' 14$ 'f' , ��t9 � . . , , �,�� �. � �2 . �,.����'� ��:�;- � . z�z ;: �; . i2 � . ��;�;`:. -- ,,..� - � .:. '� .1 � '2� � � � , ' , . _ � ----- ��� �:;�: }; q ,., +. . . ;;; :__� �-� Su��e�� RS�CG� � � I� I �+ , V i ! . 5 I --1 � - I J � �� : l� ! i �2 . � � I _. �f i ., I � � . � _. i _ _: i � l'4 -- � 3 - ! . � _j5 ;: �' _= � �� ,� , � .._, ._ _ . ,.._.... _ .., � , . �, _ .,.... `1 �2 ' �q � --. __.._� . � _.. . ___ . � :, , . ' _ � , , �'3 :14 ; , : I _ � - � f : � J H ' __.. . : 22 ._ � 1` ... . . :. � ;6, � ,` � _ _, ;� :� # 2�._ a - , ' :�_ � y � i ..... _, � ___a � , . , � _.. � 'i M ... I . n.. .. 3 ._ : .. 9 ' .. .: � �- !--- � � �: , _r �.. _� �, A�� �_ _ _ . - I; i � � -. � 'I LfiND USE CLASSlFICAT/ONS . c _ - :i`i�JLE • FAF:11! 1' P.ESlu'e:"ST?AL P.1li(�D U5E P,=S�� c';TIAL ; P,1u�_TI • F�h.1iL'1` nE,:rl'�°�tiJTIAL t � CJ�:^.fEFCI.:i y ti�1Cl1S7RIAL � F�'fiL9�� FACi�I'1=S � � Es.SfFa'c*r • • R�.ILK�•,=ilC�?:T:R_I;�� . N'Jr�4iiv., ,'�!c'4'Jt�t�' �It�:E l;Nt".9�E:�P.FO�.=; cD i. : l,�F�a�: 12 �tanninq . , ' 3: . Staff Report Site Plan Review 315 � ; :� •I . . . -� '..41 .. r� 1�6 .� � . . � .. . ,� M :.�- . : ..,� ��: ;=. � 47 � � - __ �: . . .... . �- � . . 3; - �� 148 ; � � . � : �� ���.. q . �.. � .,. �� 1K:�,��. _ ::;:v.::.�, :�1�.�:;�:_ � •t' �,: � .: ..,. . :�:: • ����� .: _ - :.: .. • • : _ ., , �� . . . - - ..-.. _ ;:.;:-_- _ . � --�. � ' E 3 (yC ` � : . � l''i � . . . ' - . , � ' S.E. 3^n�: s�7 ' ' ' � ' d _ .. , �' ro '� S �E1T� �i • 2 �' F . ♦ " . � a � Applicant: RaceTrac Petroleum Inc Petition: 20-006-TRC ZONING Subgect Site and Environs .. . . � ; , - , � _-i_U ,� 1 .' � L , r:.F. ; rr, s; r , . , ,' • ` ' , � . ' /'� ✓. .^ / i� : ' i . � � ,: � _ ....: ..� . � , . . ___ __,__ � _.____. . � ;4 3 . �W����� � `-----� � � ���°��� _ __ � �° _ ; �� 6 ,. I i ,/ 5 �I �6 � '�� . . .. . _ __ -a_ � �__ I. a�����R�,���s: ' =�- 2 z 11 ' 1 �� 0 1,;� , � � a � � � a ;1� _.1� � .�r,. .... � i_i ' -:,T= r�:,:r; -:� -- ' „n I � 4 _ 21` � i 1:,R��� 13 �Iannir�g � ,� Staff Report Site Plan Review EXISTING LAND USE Subject Site and Environs ,.�, �, � ' .:-. . �_..; ;,� •: �.....�,�-�-y �� ;� � �. ` , -n ,, , {� � � � ,+ _J � 1� K . k �'. � • . i . :. - � � a . � . X.'. : � � � y,r.y#t � � .. ��'€�i"` i ������►1 ���""��� �� �(�:?���'," I�a.� ��;,r: 6TBI 51 �f a��. � r�g'��` � p`,<1 ��w L. � 1��� ^.:�1 'MA�:'� 1 Applicant: RaceTrac Petroleum Inc Petition: 20-006-TRC .z� ; � _ � , r -., ,r � . . _ � ...�.._ t W - � _�r � � . _„ ,ip � r���["�'�M.��L�:t.,��,�'_"�� �� . �I +�1 r'i, lylM!' '. it'+�'�..tJ, �1 ,� .�. . � '�,rW r .4 � �-n `� t1 � � zr- 4_9�.--c . � .�s* o _ .� l r �`,.� .ec f ; � � •�ra„� '���� ;t,�.a x���� / ..:,.�_ • �•,�� �," +"�"`•.'�. !. �Phi .�rn .�m �,, iT '=r-�' �gYk� �. S: � � at � � [w �, i _ � ., � '►. t ,. ��� "ii��� w �'�,�P';.L� i` �I p:� �_�a `n` f"S ,yl� 9 '. �` ) ,4, � �'�t'1 <'� =i'�xal=,rTir! p �ir � :�1 � � � M � c�� �h4 +,NY �••. " IIF��cR7b t � - � �' � e ' � �T2 �f"� '��` �' �` r�D �'i! C T�'T .� .''"�'.�. � :Il�^ :1 "" T 4 , \. _� ,Y ? ` µ- „ �":��„��_rf.s.t : �.� ���y�'� I m .W�.$Tld ST�+ �, , � f�' u't'� ���• j s� � Af : j M�4 ti� x� -� �',_ 9 ,:�, '' �: t. . ��'� � �,••, .,.,+++.. -� . , � . � �:s � � '� �, i ?.c- ., :t t ` � '�`J � . � �i,� � • . . . . � � � ,� �Silli� � \ �r_ : - L . � a ��, .r� 5�� , ���a� � _ ;'a •y � � � �{�"�i .'�.sr ri..��a_w::��u.i�•:s._ y C I � •.� i��_ 'fi'•.�t ��'^LtiRy� m�' _�� : jy �'1� 1 A - fe M 1 \L �ti� .���.. Cq_U��� � y I11 �.5� ,���' , 1� �1 � ~ - �4� _ "� •• I +�- ai�'TI\ � I�dl�._S �[ A . 1�j i�i' w� � y�• � ••K7}��` t; � �n .'k. . `�. � . * '� �'� :� LN! r � ,h�_ �� T"'.. � � a +a Rsa� - y^' � JI yr ie"�l�r��er y r T j • 2c �+S- �Y! k+ r-�� y �7� �� I� ky,./- �►t- � �y° n,i)�€.'<Z �t; }.�.y • �";.!�� �-r�.�;1i�!� ,�lujc,,,�i � .i�' �!'� ��1 � ���!�I . A� 'l IL �k:lY'�^,n'y�,'L'�%L 4�'fa, i �.�_ . _.i�.,, i . r,: �.�ruil�.Y e. �H.d/�y.�C!in ,r �151� � . - • �� ST � L } — K3i� � � ' � J�l� .� �3w'i. Tn -�I�" iWMJf� ; . � '1 �..% ' + ����, �"� / ' . i � �� ` '1 Y� �.. i.. � �� �S'C°'c��.��+iR �� 7R �. ,� +`_ . ��t�y- ' �{a�' � � ' 'll� 4Tid Sf � _ t, # � ' � • t�i ..�� �.,'ti���j, f.�r �:,� � �i i�r'.y ' �' . �k��+i� '� a � � �,��;''�:A. i r s�- . •. �f ra�i �' ,� ��'` � IT+,. � . r = . ' ,�� � •1 = . . l-� 54e!_..s- +� J � r � ,.. , t�-_ �1 � t t r' 01 � - !�� .aw.�� =6�'ti ,i'X� 'p 1 �' �1�T Q�".���, � � —= �- ' �C-�'! � 4! 4 q � � ,�� •.• , • T Z �* : - ,"7���, � , • ,� t'��'�+Fi�'A!i '�' * �`,'v � , • � • �, 1 . �, .� � A !r„� !, . ti'1 ���� #�I w.'! � �x M�'�� � - Nf 7FZ[] &StFj,-�M �m . • . .ti Y.. w ..., �1 � _+�, fi 4� �^,- � •`�y. y����'���� y�'� r�� 1}'�'lTu. U �""-+ea �:- i y � •. ' �'.. '� .�3 `!� ;"� ..r- � �'i) ��� � fi��� + g �-+` �� � �.;��'�"''i"' !r � �.�. i..' � �� �'�• �� +r .r e'��� C� � �, . Va�''�'a'` � � q � �w� � � E �'�_`' . �'/ '+i yp�7u-:yl� + e.. �r.,t �fj' + � A �j'� p � r �.e`��y �''1 ,s : ca ��_ {'�+��q �.M ��+ j���,�-�►YI �• �•� I ,y� : rf �L d _�� � ��.ae�.,q t� (. i �m ' {+�ar . e� ars k. - At'y!4 x.: � 1� � 7� ` P� �.. � J�" � � _ �• � ,- I �� '` '�+ � r .. � � . � ,�. 1� � • . '� � tiR"' � '�'r'� i 4;... "� � 91 ...! . A�. 4 �ij• � '� . � .'f ���� !ii ' � �� I .z_ d, , _!rn iJi s� .�R" � la � _ .�� � '� . ' w� ' � , y' . � '.�..� "r1 » . .I � �''iGYT+a� 5�•' • 4�,� .�. ,'Q'1u ",��'L�, /t'�.., .-� ,, � -- e� .. � i 4s � `^5 J • r _ _ ... - .. _ . .. 7�U . -_ , ..}. . -, 1� _ �'+ 'I',:' •�} '.�j ? ' � J 'i^: , � � 4 • � ' -1 ,�� � � .,�R �' -� � k �T � � � � I� . � _ } S 1.+ � � +-' Ih �+-_.- l/ �. � �:� : i! ::Y1i^yl� ... � a•. � ^c s _� ,; . « , _ �� � ,���"' _ -�'�"i� , .�SAs� , ,Jf ' `�iS� i�r1F���''l ,� I• ' ',� • . . _'t`t:--;�!� t -- , �p + !F �5����►yc'�"'�" �ru� : -`�y-�'x,��'�"F �7 . s' b�' ��.pmmenl,3i r '- : a L• � i7 ial'� �- � . . � _ .�.. �'�• � ' - - ly k�y� �� ' ~- . � � �� � a .�.�, � '� �r =" t.zUi�r . �'�`'� - .� �' �I i. . I' i ��.�'�.�f " 4a' ..1� !f . `f�, ^1 �.M . s �y � a .�;' d r I • .s f�� � _ � 4 ��1,� : . T � / • -y � rx- stt s �-"'• ��.!q �'�'� 14 .�' ' � � ti s , 1� ��[. r ! r� J� i�' _ i ��p� `��"�;y4J l � r - ' fw • . �"^�s`r: " � !! # $�.�.1,� t�i; .A�� - 'r�l ;�^ s � ;� .� ��"q' 't�` �! m }'1���-c^ ' � i'"^ii ." '� ��- -'" 47dr' ���iR• �:;� r ��f if ,`4� i `y'*e, 1.'�A.,,, � il � dw ��r"�.-� '"'� �y `-+'n""�„�r�.� L!! i s • ��tYO. �. - ? . � , �' •' med� n�� w� "� i 3� i ♦' -�. � �.: m tJ[, .. �` �� - t '�; � ' . }' �'� g'¢ c ' . r �f . _ o � F �. } .� �p y � 'r t 41�i� .� =�� �4. `�,� �� T y i� ��i� '�� �' y' a� jti wti �r�� yb� __, F_' w w�' �, r atslt� "";, � �w: acc Y�*► -+• � ti � ����5� Y. Of.e j f� I �rn ��}��.Kil�lie� ���sJ �i��}''�m���y3.+6i,'�D� ��,:'t�t-� ;s� �•-+S" d�` ! �'^�, :i�F.-.N.t (� �--{{ = IA..�'"117�C■ et:i� �.� j� I .W1 Jd� '� � .' �r:.C�' - �e � .�0 _ . . ] t�j ±f �` yl'4`�' .y . ��"� jo �1 s ��`-""� �?. -1��-s -i' 1�yS� TH S7 j ���e � �Fi.. .�m ( �: .ea , _. ?� i� .. � �r yP: � t 1@y-�. ^M ' /� ��'( D7 �r' `�3 � � °�j�k• ''�3K 71; n y� N`�� ^f��ti�� � �`' �;� 1_'^ � � r 1 . � ��� _��� ir ,.lR� t �. y i� �.���� a � . _� � 1 .a_.y�Fh. � 4.2'��.'�y{� �1' � � �'� �L� .�" �?dt R�i���. Ii � �'� i ��lu.�..� .� m � tf i . �`F: , t �,`��- �' �'��'� :�+d'�dl. � �Nd � � i�j 7i �'s�� �k'tti�. i il. e�,,,,,_'�? SE 5TH S7�' - ,,,. 6 -r , �;�� ��j,u�`!Lr } ..w i�'Ga :M��4J�ys...�c • "�''�iM�'� (',l�R�1'ti:ll �j��.� i'i�:.� ��:.�i�.�ls. i 'Gi'� .'1�l��tieF,�'•��W`fi�:.� �''f� _ _ y.t.. `'fl-'� %s. �'�t{id+a4.LJ. ._.R � ��E.�•` �►1.'I:a: •�.•7_'1 �-. ! 7�.1�'l'�as��� r1.'R++r �.'rLiL}�I ! , �R:���. 14 E?lar�nina : �