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2020-09-17
,(;y.OFOHFF.H CITY OF OKEECHOBEE, FLORIDA SEPTEMBER 17, 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, 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 IDeSantis 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 Donald 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 AGENDA A. Chairperson Montes De Oca asked whether there were any agenda items to be added, deferred or withdrawn.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. 13. 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 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 Director Allen, Building Official Newell, Major Hagan, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. 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 5th 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 7th 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 7th 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. 1. 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. 2. Mr. Steven Dobbs, Engineering Project Manager, representing the Property Owner, Loumax Development Inc, was present and available for questions. There were none. September 17, 2020 Official Agenda Page 2 of 7 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 4t" Street (formerly known per plat as Fifth Avenue) and the portion of Southwest 5tn 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 4t" Street and 5t" Street rights -of -way West of 7t" 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 8t" Avenue to the North and Southwest 6th 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 site plan. Regarding traffic 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 September 17, 2020 Official Agenda Page 3 of 7 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 8t" Avenue. An additional emergency entrance is also proposed from Southwest 6t" 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. 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. 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. September 17, 2020 Official Agenda Page 5 of 7 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 2nd 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 7t" 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 6t" 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. 3. Chairperson Montes De Oca asked whether there any comments or questions from those in attendance from the Public. There were none. 4. Chairperson Montes de Oca asked for Disclose of Ex parte Communications by the Committee. There were none. September 17, 2020 Official Agenda Page 6 of 7 VI. 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 7t" Street for the parsonage; seconded by Fire Chief Smith. 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. 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: Pat t M. Burnette, Secretary 0. B AAW September 17, 2020 Official Agenda Page 7 of 7 � `ty.OF•°KFFCy9 °m CITY OF OKEECHOBEE, FLORIDA JUNE 18, 2020 • 91 DRAFT TECHNICAL REVIEW COMMITTEE MINUTES 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, June 18, 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 extended by Executive Order No. 20-112, effective May 4, 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, and Building Official Jeffery Newell were present. Police Chief Bob Peterson was absent, and Major Donald Hagan was present in his place. Fire Chief Smith was absent, and Lieutenant Steve Weeks was present in his place. CITY STAFF r. City Planning Consultant Ben Smith, General Services Secretary Yesica Montoya and Executive Assistant Robin Brock were present in the Chambers and City Attorney John Fumero was present via Zoom. The School Board Representative, Okeechobee Utility Authority (OUA) Executive Director John Hayford, and Okeechobee County Environmental Health, Diref..Victor Faconti 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 Lieutenant Weeks 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 May 21, 2020 regular meeting minutes; seconded by Public Works Director Allen. Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Major Hagan, and Fire Lieutenant Weeks voted: Aye. Nays: none. Motion Carried. DRAFT June 18, 2020 Official Agenda Page 1 of 3 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. 20-001-AC-SC, which requests to vacate the 20-foot wide by 512.5-foot long East to West alleyway lying between Lots 1 through 10 and Lots 17 through 26, of Block 39, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public of Records of Okeechobee County, and a 70-foot wide by 512.5- foot long portion of Northwest loth Street, formally known as Sixteenth Avenue, lying between Lots 1 through 10, Block 39 and Lots 17 through 26, Block 28, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public of Records of Okeechobee County. He stated recently the vacant portion of Block 39 contiguous to the subject rights -of -way was approved for a Future Land Use Map Amendment (FLUM) to Multi -Family Residential and a Rezoning change to Residential Multiple Family (RMF). If this request is approved, the Applicant intends to join the vacant portion of Block 28 to the North and construct a multifamily residential project. With those recent FLUM and Zoning approvals and the property to the North being designated as Multi -Family Residential on the FLUM and RMF on the zoning map, it seems appropriate to place the same designation on the vacated property. This designation is also necessary if the Applicant is to complete the stated goal of developing a multi -family residential project at this site. Planning Staff's responses to the required findings are. The alleyway is not the sole means of access to any property. The property owner of the parcel to the North of the Northwest 1 oth Street right-of-way, Fosler LLC, has provided consent and the Applicant owns the Southern half. The proposed right-of-way areas to be vacated have not been improved to facilitate vehicular travel. Turning over maintenance responsibility to the Applicant and adding property to the City's tax rolls will be a benefit to the City. Finally, the Applicant has received authorization from all necessary utility entities., Planning Staff is recommending approval based on these findings �. Build in6"'Official Newell commented he is in support of the request although, just a little: concerned with the Industrial uses close by he proposed residential. Fire Lieutenant Weeks: No issues were received. Major Hagan: No issues were received. Public Works Director Allen stated his concern is with the North to South Alleyway located on the West side of Blocks 28 and 39 that would still be open for the City to maintain. He understands the property is in the City of Okeechobee subdivision which would involve purchasing the property from the H. E. Hamrick Trust. Since this would be an additional expense for the Applicant, maybe a maintenance agreement would be a better alternative. DRAFT June 18, 2020 Official Agenda Page 2 of 3 Chairperson Montes De Oca asked Mr. Randy Simler, Registered Agent for Fosler LLC, who is intending to purchase the property from the Applicant, Omar Abuaita, if the City requested a maintenance agreement would he be open to that. Mr. Simler answered yes. County Environmental Health Dept: No issues were received. OUA: No issues were received. 2. Mr. Michael Baggot, with SLD Engineering, who represents the Property Owner, Omar Abuaita, and the Applicant, Mr. Randy Simler, was present for questions. Mr. Simler, 310 Lakeshore Drive, Lake Park Florida, was present as well. 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 to both Mr. Simler and Mr. Steve Dobbs, PE, with SLD Engineering, regarding the application. There were no other disclosures offereda�-.. 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- 001-AC-SC, which requests to vacate the 20-foot wide by 512.5-foot long East to West alleyway lying between Lots 1 through 10 and Lots 17 through 26, of Block 39, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Public of Records of Okeechobee County, and a 70-foot wide by 512.5-foot long portion of Northwest loth Street, formally known as Sixteenth Avenue, lying between Lots 1 through 10, Block 39 and Lots rr 17 through 26 Block 28; 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 Lieutenant Weeks voted: Aye. Nays: none. Motion Carried. VI. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 10:12 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 June 18, 2020 Official Agenda Page 3 of 3 T CITY OF OKEECHOBEE, FLORIDA _ a SEPTEMBER 17, 2020 915. TECHNICAL REVIEW COMMITTEE MINUTE GUIDE I. CALL TO ORDER Chairperson Montes De Oca called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, September 17, 2020, at A.M. in the City Council Chambers, 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. 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. 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. Requests for the additions, deferral, or withdrawal of agenda items. 13. A motion was made by geu)e ll 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. MINUTES A. A motion was made by " to dispense with the reading and approve the June 18, 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. September 17, 2020 Official Agenda Page 1 of 7 F 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 Abandonment of Right -of -Way Petition No. 20-002-SC, 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 5th 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 - City Planning Consultant. 588 Qe re; �crfu.i snap (�harV Based on the information and analysis, we believe, the requested alley (gym aPP rvvM vacation/abandonment can be approved. rPi�Qn�� b� Nfcc 1. Building Official Newell: QrPaS la°(- reed (,(,p A cu �— C) band�mm0n� ( has U.pP� �ar�t Q9 *eds t PLrt poywf Fire Chief Smith: Police Chief Peterson: September 17, 2020 Official Agenda Page 2 of 7 Public Works Director Allen: Chairperson Montes De Oca: aces - fofial e�isfinq stru-c�u I� ,0 0 CP (0 o00-0 4W (t will 006 road OUA: Director Hayford �2C,�Nd gQ/tf Since both TRC agenda items (Sept 17, 2020) do not require OUA water or sewer, the OUA will not be participating. I will point out the agenda item 2 does at one point state that OUA water will be required, but, the plans do not show water mains (or well location) and City Staff Report states the applicant will be utilizing a well and septic tank for water and sewer needs. County Environmental Health Dept Faconti: Ex. ins i o,n Will hPCt {v ewfae4 il f'lc*k I l rloLJ September 17, 2020 Official Agenda Page 3 of 7 SQ,nOu-" a�o�o P� Q c CI4-L B. �I 5f 7�reSt 2. Mr. Steven Dobbs, Engineering Project Manager, on behalf of the Property Owner, Loumax Development, 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. 4. Disclosure of Ex parte Communications' buy the Committee. r4 40 Pt {� rr 5. A motion was offered by f'F' to approve Abandonment of Right -of -Way Petition No. 20-002-SC, which pertains to vacate the portion of Southwest 4t" Street (formerly known per plat as Fifth Avenue) and the portion of Southwest 5t" Street (formerly known as Fourth Street) It has the the following contingencies; seconded by Adel a) The Committee offered no further discussion. b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. otj_ Site Plan Review Application No. 20-005-TRC, construction of a proposed Church sanctuary and fellowship hall, on 10.24 vacant acres with parking and drainage facilities located at 807 SW 2nd Street - City Planning Consultant. gI000SF RG�n rUP- 1(2— 0, -f� Vfr it r ,o l September 17, 2020 Official Agenda Page 4 of 7 ` ConeQ,�g j,�af¢ie I1Qra��Nt •• �9 � of Sf� Iable:w r I `[zlot e& I,Uzll (Septic kcLv utltles 1. Building Official Newell: Fire Chief Smith: nerds l c r n r� Geed bu Id f ry (1LQG� S 5ettw I)UM3 e�CeMS !3©v O rctfanry of least- -k n6LO c�rr Vi P dc. Police Chief Peterson: Public Works Director Allen: Chairperson Montes De Oca: u,ndb r sari f6d 0, 0c s s Rd - Of- tru �- SQ01vJ[� 6CceS5 0/1 la r\S — ( acid loo/ �J U-t-�� ✓ � p �' ° AEG ":� /"P -Ere n,c Ir Pa,W,nc Al(WCIS ) September 17, 2020 Official Agenda Page 5 of 7 OUA Director Hayford: Since both TRC agenda items (Sept 17, 2020) do not require OUA water or sewer, the OUA will not be participating. I will point out the agenda item 2 does at one point state that OUA water will be required, but, the plans do not show water mains (or well location) and City Staff Report states the applicant will be utilizing a well and septic tank for water and sewer needs. County Environmental Health Dept Faconti: IS Ct�►'' avacla 6tt �Jo tkht1h( 2. Mr. Steven Dobbs, Engineering Project Manager, on behalf of the Property Owner, Haven of Rest, was present for questions. —TO m Vi2 1�,c 3. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance from the Public. 4. Disclosure of Ex parte Communications' buy the Committee. yS September 17, 2020 Official Agenda Page 6 of 7 5. A motion was offered by i ., Ito approve construction of a proposed Church Sanctuary and fellowship hall, on 10.24 vacant acres with parking and drainage facilities. It has the the following contingencies; Q 1� seconded by a) The Committee offered no further discussion. C b) Chairperson Montes De Oca, Public Works Director Allen, Building Official Newell, Police Chief Peterson, and Fire Chief Smith voted: Aye. Nays: none. Motion Carried. alkA VI. There being no further items on the agenda, Chairperson Montes De Oca adjourned the meeting at 1p'.57" s. 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: Marcos Montes De Oca, Chairperson Patty M. Burnette, Secretary September 17, 2020 Official Agenda Page 7 of 7 "'k rn D o Staff Report Applicant: Tom Velie Site Plan Review Petition No. 20-005-TRC Based on the foregoing analyses, we recommend that the following conditions be met prior to issuance of building permits: The applicant mus�eceive approval from the city council for a 75% reduction in the nbmber ofrequired aved'parking spaced / -'\,_ \I--- 2. If the Fire Chief agrees, the stabilized grass driveway that is proposed from SW 6' Street is acceptable as long as a security gate is maintained, and use is restricted to emergency situations only. 3. Plans should clearly demonstrate that a paved walkway extends to the entrance of the fellowship hall. The applicant should also consider rerouting that walkway away from the dumpster pad. 4. Two foot wide landscaped buffers should be provided between buildings and vehicular areas. 5. 17 Additional shrubs should be provided along the east property line. 6. The applicant should consider substituting shade trees for palms in the parking areas and around the walking paths. Submitted by: � Ag-q'� P'f 5Cc Ben Smith, AICP Sr. Planner, LaRue Planning ''t��PAo-Ire 1'0�gf Submitted: September 10, 2020 I� � T 2c� fT4S, L�,/Lfo-F� c l-f �^/!r TRC Hearing date: September 17, 2020 rt. / -0 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs LoR� 10 ptanncng Page I of vim' OKEECHOBEE CITY FIRE DEPARTMENT FIRE SAFETY PLAN REVIEW SHEET MIS rISApmroFrme.4wp*vovmvmro*cpmm ADDRESS: DATE: 807 SW 2nd Street IF Ira, SEPTF 61BFR 2020 BUSINESS NAME OCCUPANCY TYPE Haven of Rest Church Mixed/Assembly/Business REVIEWED BY: CHIEF SMITH 11 ITEM # 1. New and existing buildings shall 0havepp o ed addressnu e s in s n t ly legible and visible from the streea fr ting the prope Aese m trastwd. Addresse s 1 be arabic nu erals or a to s. Numerals shthreeinchei ht or residential buildings, str tures, or portions t ereof, and at least six inches in for all other buildings, structures, or portions thereof. (NFPA 1) 2. Automatic fire sprinkler systems, automatic fire suppression systems, fire alarm systems, exhaust hood systems, and spray booths require separate permits. No plans for these systems were reviewed at this time. flattvnaf -dire, pajCt6A ksoc NOTE: The plans indicate building is to be "unsprinkled". According to NFPA, this building shall be required to install an automatic fire sprinkler system based on the occupant load. This building meets the requirements for a sprinkler system therefore the site plan shall need to add the underground piping supplying the fire sprinkler system and all associated components. 3. All underground mains supplying a fire sprinkler system, from the point of connection to the base of the riser, shall be installed by a state certified fire sprinkler contractor. The contractor shall install the mains in accordance with NFPA 24, Standard for the Installation of Private Fire Service Mains and Their Appurtenances. The contractor shall apply for and receive the appropriate permits from the Building Inspection Department (They contact FD about permit) prior to conducting any work on the site. The contractor shall schedule hydrostatic testing and underground piping inspections with the Fire Department prior to concealment of underground piping. 1 I Page Page C2,of d— 4. Every connection from the private fire service main to a building shall be provided with a listed post indicating valve located so as to control all sources of water supply. This post indicator valve shall be located not less than 40 ft. from the building when possible, or as close to the 40 ft. as is possible under existing conditions. 5. Water Supply/Fire Flows/Hydrants: Nothing noted on plans regarding the size of mains supplying water to the complex or the sprinkler system. The fire flow shall need to be determined after mains are identified and their sizes. This can be accomplished with assistance from OUA. 6. All lanes must maintain the 20 feet minimum for emergency vehicles. The height shall be (/S discussed regarding trees and overhang. What is the maximum rated weight capacity for the grass road? This may be acceptable on a temorary basis but required discussion. If security gates are used then discussion on FD access is needed. 7. Considering the grass roadway: A Y-shape turnaround for the fire trucks would be needed around the area where the active area and future area meets. This would not be necessary if the grass road is approved by the FD for travel and the entrance/exits are not an issue. 2 1 P a g e Patty Burnette From: Yesica Montoya Sent: Tuesday, September 15, 2020 11:25 AM To: Patty Burnette Subject: FW: September 17, 2020 TRC Meeting Ms. Patty, Any suggestions on how or what to reply? Regards, Yesica Montoya Administrative Secretary 55 SE 3" Avenue Okeechobee, FL 34974 Phone: (863) 763-33 72 Direct: (863) 763-9824 FAX: (863) 763-1686 Email: ymonto ay @cityofokeechobee.com Website: wu,w.citwofokeechobee.com T Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing, Florida Statute 668.6076. CITY OF OKEECHOBEE ELECTRONIC DEVICE DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your correspondence via e-mail, text message, voice mail, etc., may therefore be subject to public disclosure. From: John Hayford <jhayford@ouafl.com> Sent: Tuesday, September 15, 2020 9:24 AM To: Yesica Montoya <ymontoya@cityofokeechobee.com>; Marcos Montes De Oca <mmontesdeoca@cityofokeechobee.com> Subject: RE: September 17, 2020 TRC Meeting Yesica: Since both TRC agenda items (Sept 17, 2020) do not require OUA water or sewer, the OUA will not be participating. I will point out the agenda item 2 does at one point state that OUA water will be required, but, the plans do not show water mains (or well location) and City Staff Report states the applicant will be utilizing a well and septic tank for water and sewer needs. If I have read the TRC packet content wrong, please advise. From: Yesica Montoya<ymontoya@citvofol<eechobee.com> Sent: Friday, September 11, 2020 10:37 AM To: Marcos Montes De Oca<mmontesdeoca@citvofokeechobee.com>; David Allen <dallen@cityofo<eechobee.com>; Jeff Newell <jnewell@cityofo<eechobee.com>; Robert Peterson<rpeterson@citvofokeechobee.com>; Herb Smith <hsmith@cityofokeechobee.com>; City Attorney<cityattornev@cityofokeechobee.com>; Ben Smith (ben@la rueplanning.com) <ben@larueplanning.com>; Victor.faconti@flhealth.gov; John Hayford <ihayford@ouafl.com> Cc: Robin Brock<rbrockCc@cityofokeechobee.com>; Patty Burnette <pburnette@citvofol<eechobee.com> Subject: September 17, 2020 TRC Meeting Good morning, The TRC meeting will be open to the public with limited seating, due to social distancing and capacity. CMT will also be utilized through Zoom and the login information will be available on the City's website for the public. Packets will be delivered Monday, (September 14, 2020). The agenda and exhibits will also be posted to the City's Website by the end of the day today. Please confirm whether you will be attending. Thank you. Have a great day/weekend. Note: Please do not "reply all" to this email to avoid a potential Sunshine Law Violation Regards, Yesica Montoya Administrative Secretary 55 SE 3'd Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 Direct: (863) 763-9824 FAX: (863) 763-1686 Email: ymontoNa@citNofokeechobee.com Website: www.cityofokeechobee.com Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing, Florida Statute 668.6076. CITY OF OKEECHOBEE ELECTRONIC DEVICE DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your correspondence via e-mail, text message, voice mail, etc., may therefore be subject to public disclosure. `\�,,pF•O!{EF1 CITY OF OKEECHOBEE o` a TECHNICAL REVIEW COMMITTEE 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, FLORIDA 34974 OFFICIAL AGENDA SEPTEMBER 17, 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. 20-193, effective August 7, 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 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 June 18, 2020 Regular Meeting minutes. V. NEW BUSINESS A. Abandonment of Right -of -Way Petition No. 20-002-SC, 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 5th 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 - City Planning Consultant. September 17, 2020 Official Agenda Page 1 of 2 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven L. Dobbs, Consultant on behalf of Property Owner, Loumax Development, 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 recommend to the Planning Board to approve or deny Petition with/without contingencies. a. Discussion. b. Vote on motion. B. Site Plan Review Application No. 20-005-TRC, construction of a proposed Church sanctuary and fellowship hall, on 10.24 vacant acres with parking and drainage facilities located at 807 SW 2nd Street - City Planning Consultant. 1. Review Planning Staff Report recommending approval. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent, Steven L. Dobbs, Consultant on behalf of Property Owner, Haven of Rest. 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. September 17, 2020 Official Agenda Page 2 of 2 - Lake Okeechobee News 107 SW 17th Street, Suite D filiDEPENDENT Okeechobee, Florida 34974 863-763-3134 NEWSMEDIA INC. USA 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 weekly Newspaper published in Okeechobee Countypin-)La, 1orida, that, the .,attached copy of an advertisement being a 9, i n t) a . in the matter of IV-1` in the 19th Judicial District of the Circuit Cour-tJof Okeechobee County, Florida, was published in said newspaper in the issues of Affiant further says that the said Lake Okeechobee News is a newspaper published at Okeechobee, 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, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertise ent for publicatio in the said newspaper. Katrina Elsken Muros Sworn ,to andC subscribed.b6o—'r.qe me this day of;`���:)C.%cA LAD Notary Public, State of Florida at Large A ANGIE BRIDGES MY COMMISSION # GG 971582 EXPIRES: April 20, 2024 ••'.;�CF F4�: Bonded Thru Notary Public Underwriters (1TYOFOREECHOBEE PUBLICNOTICE 7ECIMMAL REVIEW OOMMMEEMEEnNG NOTIIE.TheOty af0l�eddreelEQ3�('AI_RH//W07MrIlTIEE wtoxdudaregr�r on 17,2om 1OAM ras�on oerasuoesWatoty SE Ave,woE6,'a�e# R. CRbmvshaieopUw sEuabnitpubfCconiner*s rr+�tn vab PbUMOMB&Koorni VOW and wpk of amnefih or tat the Gt ' savKwptfp 863-7Gs-9W4 to C&CUe eo an or leave a detailed voice nsaye wi a olmmsber�w� be of the nmethij. Gwi- t�6 a=1 rw h =lfie�(wbBcishr roat�iid tray wth Beabe d axd me try U'&gcmwft boards vAtatl ing a rsmartasprnetd rat speUBcbcatbryantl P-ided by SWW-2 Fs it�ieTraC may mr the wbrl�np tla�gIg C�Mi b owswibe a quaurt 7nom on a.wehbasFd vrbal meetkm �pa Wh aimrr,or tAF, and prbi� b padidpehe v desldoP mtwkh Weft- 3dft r onthe wRE43tWod.needrobeemrgl Koorn stoat BEFORE ago PPMM an n,a aa� �r me feed-�su�r��. BEAM "titsh,,Mouokpftpo�dtpr��rarrydot.n�ttDb3naqv�tJre,~V,deDa hsMP tine, � orlern. beepproo kledr tlret3ae d of rrmeQy� mmn�ANY PERSOND�INGTOAPPEAL aryrtad�m ..de by (he TT wkh m m are...aft an§j rm at ft memm vd reed tD"a wbattn record of the p ame ft Is made and ft rram d tldades the testtnay and evklmmupar wlidr the appeal wl be band. In aomrdarro wth the hiekw s wth DkabYks A[t: ptasom wth dsabfts the 5avb isr 6 UL FbrdaReby7-1-1no6beru,a�r b"t-�prbrm ONE OR MORE CRY OF oi®amw OOIArCII. MEMBEfLS MAY BE IN ATrElDANCE AT7H5 MEEr1NM TiBS NOTICE IS P06fED LAMEET KWW NOTICE REQWREMRBAND 9/.. OLyAfiftbab rMdlmsMWmOe0Ca CITY OF OKEECHOBEE Generul Service—s- DeN fIlUe-i SS Southeast 3ra Street Okeechobee, Florida 34974 863-763-3372 X 9820 Fax: 863-763-1686 ABANDONMENT OF RIGHT-OF-WAY PETITION PETITION NO. Application fee (non-refundable) Date Fee Paid: Receipt No: TRC Meeting: Publication Date: $600.00 Note: (Resolution No. 98-11) schedule of Land Letters Mailed: �Y!,:; Development Regulation Fees and Charges When the cost for advertising publishing and mailing notices of public hearings exceeds the PB/BOA Meeting: Publication Dates: Letters Mailed: • ; .. City Council lst Reading: I� ; j CMR Letter E-mailed: established fee, or when a professional consultant is hired to advise the city on the City Council Public Hearing: ,, gublication Date: application, the applicant shall pay the actual costs. Right-of-way Definition: Land dedicated, deeded, used, or to be used for a street, alley, walkway, boulevard, drainage facility, access fur ingress oregress, ur ut.her purpose by Lhe public, certain designated individuals, or governing bodies. [F.S. Ch. 177 § 177.031(16)]. Easements for roads and related purposes shall be considered as right-of-way. Legal Description of the Right -of -Way to be Abandoned: That portion of Southwest 4th Street (formerly known per plat as Fifth Avenue), IOU feet in width, lying north of Lott, Block 190, City of Okeechobee, according to the plat thereof as recorded in Plat Book 5 at Page 5 of the Public Records of Okeechobee County, Florida. That portion of Southwest 5th Street (formerly known per plat as Fourth Street), 70 feet in width, lying north of Biock 191, City of Okeechobee, according to the plat thereof as recorded in Plat Book 5 at Page 5 of the Public Records of Okeechobee County, Florida. Note: Upon abandonment of a right-of-way in the City of Okeechobee or First Addition of City of Okeechobee Subdivision's, there may be a Fee Simple Interest from the Hamrick Trust. For more information contact Gil Culhreth, 3550 US Hwy 441 South, Okeechobee, Florida 34974, 863-763-3154. Purpose of the Right -of -Way Abandonment: SW 4th Street and SW 5th Street ROWs are required to be abandoned to adjoin the already developed parcel to the north so the proposed expansion to the existing building can proceed to the south for the industrial expansion project. ocy.105 t ! o P TITION NO. ! y t r�a,�e o1proper4. ovre.ts): Louma Ccvcap„ ,lrc. - "cal "akusLy Owner(s) mailing address: r 0 Bo-x 5501 Owner(s) e-mail address: Fort Lauderdale. Ft. 33310 Owners) daytime phone(s): 954-347-1077 Fax: y I Required Attachments x Copy of recorded deed of petitioner as well as any other property owner whose property is contiguous to the right-of-way, x Letters of Consent or Objection. (If more than one property owner is involved and they are not signing the petition). SEE NOTE BELOW FOR ADDITIONAL INSTRUCTIONS X Location map of subject property and surrounding area within 100' (See information Request Form attached) and dimensions of right-of-way. x List of all property owners within 300' of subject property (See Information Request Form attached) Site Plan of property after abandonment. (No larger than 11x 17) Utility Companies Authorization Form. (See attached) x Supplementary supporting information: Copy of recorded Plat of the Subdivision where right-of-way exists no larger than 11x1 7. (Can be obtained from the County Clerk's Office, Court House) PLEASE NOTE: if there are other property uwnei s that are con tiguuus to the subject righ i-uf- way, a notarized letter must be attached with the following information: date, their name(s), what property they own, and whether they object to or consent to the right-of-way abandonment (See attached sample letter) II _Y1 I Confirmation of Information Accuracy II I hereby certify that the information contained in and/or attached with this petition is correct. The information included in this petition is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial o this petition. C _Neal Markus 2C/ v Signat r.1' Printed Name Date RFV.pi 20 Ti I' A lai' —iiL' rVii� -0. i Ai•TiiT /� YLL'HJli l V1Wlt LL' 1li LLV VV11Vl1 WIT&TTi*T�"T'lli Tin T•il T./ / "AI TTf&Tn A IT hAT dl WT �r "Tl TTiT ! T iA/A IT ` 1,11VUt1VtrJ I UgkJ1tXLU run linty 111Vi1f 1A Vtil ti 11VIN Vr al Uri J J-Vr-VVAI a Sec. 70-33, page CD70:It in file LOit's) It is the Pelitioner's responsibility to convince the Technical Review CurniniUee, Planning Board/BOA and City Council that approval of the proposed vacation is justified. Specifically, the Petitioner should provide in his/her application and presentation sufficient explanation and documentation to convince the reviewing body to find that: 1 1. Proposed vacation is consistent with the Comprehensive Plan: The requested abandonment of the road ROW is consistent with the Comprehensive Plan as it is currently not used for access or utilities, there is no mention of alleys in the City's Comprehensive plan, the LDR's mention alleys in Section 86-142, which states alley may be allowed in residential districts, also in Section 70-335, which states notice of abandonment required, otherwise they are other referenced, but not concerning vacancies. 12. Rieht-of-wav to be vacated is not the sole access to anv vrovertv, and the remaining a access is not an easement: I Neither ROW is sole access to any property and a remaining land will not require an easement. 3. Proposed vacation is in the vublic interest and provides a benefit to the The proposed vacation of the ROW is within a block that was previously rezoned to Industrial and will allow the existing business to expand to the south so this vacation will allow the existing road ROW square footage to add the required space south of the existing facility for the proposed expansion and return the property to the tax rolls. 4. Proposed vacation would not jeopardize the location of any utility. There are currently no utilities in the requested abandonment. The City Staff will, in the Staff Report, address the request and evaluate it and the Petitioner's submission in light of the above criteria and offer a recommendation for approval or denial). RRV.M,i't9 8/6/2020 Detail by Entity Name .org Detail by Entity Name Florida Profit Corporation LOUMAX DEVELOPMENT, INC. ulag infon-nation Document Number P01000028001 FEI/EIN Number 59-3707151 Date Filed 03/19/2001 State FL Status ACTIVE Principal Add c-ss 312SW7thAVE OKEECHOBEE, FL 34974 Changed: 04/08/2020 P.O. Box 5501 FT LAUDERDALE, FL 33310 Changed: 04/08/2020 Registered Acent Name & Address FISHMAN, MICHAEL 5064 NW 66th LANE CORAL SPRINGS, FL 33067 Address Changed: 04/08/2020 Officer/Director Da.. . Name & Address Title D MARKUS, NFAL .I 1110 OYSTERWOOD ST HOLLYWOOD, FL 33019 Title D FISHMAN, MICHEAL S. 5064 NW 66th LANE CORAL SPRINGS. FL 33067 Parcel ID Number: 3-15-37-35-0010-01900-0010 Prepared by and return to: SUSIE BURK Okee-Tantie Title Company, Inc. 105 NW 6th Street Okeechobee, Florida 34972 FILE NO.37460 Warranty Deed This Indenture, Executed this JULY 31, 2020 A.D. Between RUTH G. SPRADLEY, and, JOY N. LOPER, AS CO -TRUSTEES OF THE NEMEC CHILDREN'S TRUST AGREEMENT DATED DECEMBER 30,1985, whose address is 5243 EUROPA DRIVE, APT P, Boynton Beach, Florida 33437, hereinafter called the grantor, to LOUMAX DEVELOPMENT, INC., A FLORIDA CORPORATION, whose post office address is: P.O. BOX 5501, Fort Lauderdale, Florida 33310, hereinafter called the grantee: (Whenever used herein the tern "grantor" and "granted' include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Okeechobee County, Florida, viz: Legal Description as Exhibit "A" Parcel ID Number: 3-15-37-35-0010-01900-0010 & 3-15-37-35-0010-01910-0010 & 3-21-37-35-0020-02510-0130 Subject to covenants, restrictions, easements of record and taxes for the current year. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2019. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence: \\ itness Primed Name Sylvia NENTK CHILD 'S TRUST AGREEMENT DATED DECE BE ,-19 • 1 ' _(Seal) B : TH G. SPRAD , Its CO -TRUSTEE Address: 5243 EUROPA DRIVE, APT 1?'--Baynton Beach, Florida 33437 (Seal) BY:�OY N. LOPEI�f*T O-TRUSTEE w;�ne�s Primed Name Address 5243 EUROPA DRIVE, APT P, Boynton Beach, Florida _ _i _ 33437 State of Florida County of The foregoing instrument was acknowledged before me by means of X physical presence or NA online notarization, this August ' 2020, by NEMEC CHILDREN'S TRUST AGREEMENT DATED DECEMBER 30, 1985, who produced a drivers license as identification. PAY Notary Public Print Name: 57lvia Ec. [U My Commission Expires Exhibit "A" All of Block 191, Town of Okeechobee, according to the plat thereof recorded in Plat Book 2, Page 17, Saint Lucie County, Florida, Public Records, lying in Okeechobee County. That portion of the Florida East Coast Railway Company right of way, Since Abandoned, and of North Curve Street, Since Abandoned, as shown on plat of First Addition to Okeechobee County, Florida, as recorded in Plat Book 2, Page 26, of the Public Records of Saint Lucie County, Florida, and in Plat Book 1, Page 11, of the Public Records of Okeechobee County, Florida, which is bounded on the West by the Northerly extension of the West line of Block 251 (same also being a part of the East line of a tract of land known as the Station Grounds of said Railway Company), and on the South by a line extending from the Southernmost point of Block 191, as shown on the plat of the Town of Okeechobee, as recorded in Plat Book 2, Page 17, of the Public Records of Saint Lucie County, Florida, and in Plat Book 1, Pie 10, of the Public Records of Okeechobee County, Florida, in a Westerly direction, said line being North of and parallel with the Westerly extension of the North line of Third Street, and which is bounded on the North by the Westerly extension of the North line of Fifth Street, of said Town of Okeechobee aforesaid and all that part of Fourth Street and Fifth Street lying West of Seventh Avenue in said Town of Okeechobee. Lot 1 to 6, inclusive of Block 190, Okeechobee, according to the plat thereof recorded in Plat Book 2, Page 17 of the Public Records of Saint Lucie County, Florida. File Number: 37460 Legal Description with Non Homestead Closers Choice r — S _ _ ,_ r ---- --- _.._ -- 'R �.,_ SW PARK T .—. I _ Ar SW 2ND ST *Vwi — e; t.� q�.�j' + 'JI'.��.�i1�1��y�' {..� -Sk;: R .-� I � � � � � •..7 •r}�ys r,• x AL `Y t �Ilk 1. 5It 444 SW47HST pp ;RIA 14 elm Ilk 157 1w f _ 1 . x.. W . —SW 5TH Sir aw SW 6TH ST THIS MAP HAS BEEN COMPILED FROM THE HOST AUTHENTIC INFORMATION AVAILABLE AND E OFFICEDOES NOT T ASSUME ESSPONSIBILUNTY PROPERTY LIITYER'S OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE )R ERRORS OR OMMISIONS CONTAINED HEREON w��t 2-21-37-35-0A00-00001-A000 OKEECHOBEE PLAZA PROPERTIES 2-21-37-35-0A00-00005-0000 LOUMAX DEVELOPMENT INC 2-21.37-35-0A00-OOD06-0000 ALTOBELLO FRANK CHARITABLE 2-21-37-35-0AOO-00006-0000 HAVEN OF REST INC 2-21-37-35-0A00-00D06-D000 ALTOBELLO FRANK CHARITABLE 2-21-37-35-0A00-00013-0000 DIOCESE OF PALM BEACH 2-21-37-35-0A00-00053-0000 SALRY RR 3-15-37-35-0010-01790-0040 BELIEVERS FELLOWSHIP INC 3-15-37-35-0010-01790-0060 CREECH DANIEL B 3-15-37-35-0010-01790-0080 HILL JUDITH E 3-15-37-35-001D-01890-0040 SCHOOLEY KEVIN L & DEBORAH S 3-15-37-35-0010-01890-0100 SCHOOLEY KEVIN L & DEBORAH S 3-15-37-35-0010-019OD-0010 SPRADLEY RUTH G & NEMEC GALE B 3-15-37-35-0010-01910-0010 SPRADLEY RUTH G & NEMEC GALE B 3-15-37-35-0010-01920-0010 SCHOOLEY KEVIN L & DEBORAH S 3-15-37-35-0010-01920-0040 UNDERWOOD WILLIAM L & KELLEY A 3-15-37-35-0010-01920-0070 UNDERWOOD WILLIAM L & KELLEY A 3-15-37-35-0010-01920-0100 HAMRICK SARAH REGINA REVOC TRU 3-15-37-35-0010-01970-0010 OKEECHOBEE COUNTY SCHOOL BOARD 3-21-37-35-002D-02510-0010 A CHILD'S WORLD CHILDCARE & 3-21-37-35-0020-02510-0120 110 MARION ROAD INC MANAGEMENT LLC PO BOX 5501 REMAINDER TRUST III, ETAL. 32801 US HIGHWAY 441 N LOT 244 REMAINDER TRUST III, EfAL ATTN REAL ESTATE DEPT C/O CSX CORP PO BOX 653 406 SW 2ND STREET 635 SW BSTH AVE 2139 SW 22ND CIR N 604 SW STH STREET %NEMEC CHILDREN'S TRUST %NEMEC CHILDREN'S TRUST 2139 SW 22ND CIR N 615 SW 5TH ST 615 SW 5TH ST P O BOX B37 PRESCHOOL INC PO BOX 453511 4285 21ST STREET SW VERO BEACH FL 32968 FT LAUDERDALE FL 33310 C/O FRANK IRBY PERSONAL REP 1385 SE 23RD STREET OKEECHOBEE FL 34974 OKEECHOBEE FL 349720296 C/O FRANK IRBY PERSONAL REP 1385 SE 23RD STREET OKEECHOBEE FL 34974 P O BOX 109650 PALM BEACH GARDENS FL 334100000 SOO WATER ST J910 JACKSONVILLE FL 332020000 OKEECHOBEE FL 34973D653 OKEECHOBEE FL 34974 OKEECHOBEE FL 34974 OKEECHOBEE FL 349745701 OKEECHOBEE FL 34974 608 HARBOUR POINTE WAY GREENACRES FL 334130000 5243 EUROPA DR UNIT P BOYNTON BEACH FL 334370000 OKEECHOBEE FL 349745701 OKEECHOBEE FL 349744258 OKEECHOBEE FL 349744258 OKEECHOBEE FL 349730DOO OKEECHOBEE FL 34972 703 SW 6TH ST OKEECHOBEE FL 349744288 MIAMI FL 332453511 BOUNDARY SURVEY PREPARED FOR L O UMAX DEVELOPMENT, INC. >o m e^AlE w Frn MM SCALE: t INCH . e0 FEET .TENDED DISPLAY sc&E FENCE Co ICP 10 N, 25 w DESCRIPTION. RECITED FROM ORB 316, PAGE 1436. PUBLIC RECORDS OF OKEECHOSEE COUNTY. FLORIDA: ALL OF BLOCK 191, TOWN OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, ST. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, L YING IN OKEECHOBEE COUNTY. THA T PORTION OF THE FLORIDA EAST COAST RAIL WA Y COMPANY RIGHT—OF—WAY, SINCE ABANDONED, AND OF NORTH CURVE STREET, SINCE ABANDONED, AS SHOWN ON PLAT OF FIRST ADD177ON TO OKEECHOBEE, FLORIDA, AS RECORDED IN PLAT BOOK 2, PAGE 26, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA, AND IN PLAT BOOK 1, PAGE 11, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLOR.IDA, WHICH JS BOUNDED ON THE WEST BY THE NOR7HERL Y EXTENSION OF THE WEST LINE OF BLOCK 251 (SAME ALSO BEING A PART OF THE EAST LINE OF A TRACT OF LAND KNOWN AS THE STA 77ON GROUNDS OF SAID RAILWAY COMPANY), AND ON THE SOUTH BY A LINE EXTENDING FROM THE SOUTHERNMOST POINT OF BLOCK 191, AS SHOWN ON THE PLA T OF THE TOWN OF OKEECHOBEE, AS RECORDED IN PLA T BOOK 2, PAGE 17, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, .AND IN PLAT BOOK 1, PAGE 10, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, IN A WE7FRL Y DIRECTION, SAID LINE BEING NORTH OF AND PARALLEL WITH THE WESTERL Y EXTENSION OF 7HE NORTH LINE OF THIRD STREET, AND WHICH IS BOUNDED ON THE NORTH BY THE WES7FRL Y EXTENSION OF THE NORTH LINE OF FIFTH STREET, OF SAID TOWN OF OKEECHOBEE AFORESAID AND ALL THAT PART OF FOURTH STREET AND FIFTH STREE T L KNG WEST OF SEVENTH AVENUE IN SAID TOWN OF OKEECHOBEE. LOTS 1 TO 6, INCLUSIVE OF BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLA T THEP,EOF RECORDED IN PLA T BOOK 2, PAGE 17 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROJECT SPECIFIC NOTES 1) UNLESS SHOWN OTHERWISE, ALL DIMENSIONS ARE CALCULATED(C) AND MEASURED(M). 2) SITE ADDRESS.' NOT ASSIGNED AT TIME OF SURVEY. 3) F.1. R. M. ZONE. X ; MAP NO. 12093C0480C, DATED 07116115. 4) THIS SURVEY IS NOT INTENDED TO DEPICT JURISDIC710NAL AREAS OR OTHER AREAS OF LOCAL CONCERN. 5) SURVEYOR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY BE OTHER EASEMENTS OR RESTRICTIONS 7HAT EFFECT THIS PARCEL. 6) THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PAR77ES IS PROHIBITED WITHOUT WRITTEN CONSENT OF 7HE SIGNING PARTY OR PARTIES. 7) DATE OF LAST FIELD SURVEY.' 121JOIl9. 1 N YrAS/6' iR(w Rao b TI I . 'rA9 i5 .92a' TII AS%IHi UNPLATTEO - 1lNCE COR`IEH �, 31 I oFIKwAi f'afNO 5.'S' IRCI 1 A 1 I R0a k CAP •959' - .. � I LOUMAX im 1� DEVELOPMENT'I I� r 3� 0Y' 1 W 11 ura.S N Rf a fo m , I 1 9"49'42" W 199.99' Four 1/z' waN fFHU'-T. arNa2 W UNPLAREO _SW 15TH STREET 1-o SW STH ST_ a,F�, silP, N STANDARD NOTES: No search of the public records for determinotion of ownership or restrictions affecting the lands shown was performed by the surveyor. The survey depicted here Is prepared exclusively for those parties noted. No responsibility 0 n 2: or liability is assumed by the surveyor for use by others not specifically named. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820. There are no visible above ground encroachments except as shown. CD D ITI No attempt was made to locate underground improvements and/or encroachments (if any) as port of this survey. This survey was prepared In accordance with and conforms to the standards of practice for professional surveyors and mappers as Z Fr M outlined in Chapter 5J-17• Florido Administrative Code. 0 "PREPARED OR THE EXCL_U_S_1VE__U_STOF: TRADEWINDS SURVEYING. SERVICES, LLC. LEGEND LOUMAX DEVELOPMENT, INC. m—Set Iron Rod and Cop 'KAB LS 4820' ■-found CM w � 2U0 S.W. 3rd Avenue 0- Found Iran rod and Ca G -found Pie and ( p) f Cap) _ t Okeechobee, FL. 34974 �^ NS 1188 RN n �� � Tel: (863) 763-2887 i eAau�om:hman. c-c«,;er a c-ca,umlaa. cA:._c,cie rv. :u- Rpt1 9Y (1DIT eR CLIENTS R@IIEYNiA1K DESCRIPTION DWG. DATE BY CK /I) Fax: (863) 763-4342 E'LY.Eaat" C/1't-Edae`o1cPa.emmlG ESMT-EaaUcmmlwFiRMo-Flm�delnaurance Rale Nap; FND-round, IP=Nm Pip,: IRo(C)-Wm Rea (and ID Cop); L=(Mc) L,,, BOUNDARY SURVEY 01/02/20 WC KA8 c 0 Email kab.twps®yahoo.com M-Meooured, MN-M—olo, N-North; NYY-Northerly, NGV(D)-NalimW Geode UC V-1 w 1929. NTS-Not to scam, CHW-0—heoa -.1. E-ProPerty O (oawm) of Line: P-Plat, PC -Point al Curwlure; PLC -Port of C—,—d Curators; PCP. 111E REei e1o11T-Oi-wv UK of Sw - D Permmenl Control Paint; POB=Point 0! Begnnln9. Poc-Point pl Cwnmmcement; oin PRC-Pt Revmaa Cu.wturc PRM-Pmmmenl Refumce um—t. PT-p—r ppW Sl' E of of to ,n;,. PUh Puo1ic Ul.lil;y and Dro:nuar. r,_P•uai R/w-r•,ij, . FB/PG: 354/79 SCALE: 1" 60' � 1:enneth A. Breaux, Jr (PSM 4820) LB NO. 8097 s-so the ir-swm 1y, r-mn,ml; EL-rempnone Sol -a 5—ea,: W.we,c wtY-va,tenq. nRL-1 m�t,e.}, ne,..n1m hn•en „n Dm FILE: 33421 JOB NO: 33421 �>a--cPol nniral.a CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form Instructions: Applicant: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Utility Companies: If an easement is needed, provide a complete legal description for it. The City Attorney will address it as a nonexclusive perpetual easement within the Ordinance. If there is going to be a relocated easement, provide legal of where it's to be relocated to. The City Attorney will address this in the Ordinance by denoting the relocated easement is in an attached exhibit to the Ordinance. Additionally, the effective date will be upon the City's receipt of the recorded relocated easement between the owner and utility company and provided on the utility company's form. Florida Power & Light M. iequires a 10' easemern on the cast end of'SW dth Street and SW Sth Strcct ROWS west of SW 863-467-3708 7th Avennc, if aL•andoacd. . i. Donna Padgett Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 863-452-3185 Kenneth R. Lutz ken.lutz0centuryli nk.com Authorized Signature Typed Name & Title Phone No. Date Comcast Cable 863-763-2824 107 NW 711, Avenue Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority John Hayford-- 863-763-9460 100 SW Sth Avenue Authorized Signature Typed Name & Title Phone No, Date Florida Public Utilities Dale M. Butcher 561-366-1635 I dbutcher0fnuc.com Authorized Signature Typed Name & Title Phone No. Date *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date REV.05/19 August 3, 2020 City of Okeechobee 55 SE 31 Avenue Okeechobee, FL 34974 Subject: Loumaz Development, Inc. SW 41" and SW 5"' Street Abandonment Statement Dear Mr. Montes de Oca: As discussed last week, I know the deadline for the abandonment submittal is noon on Tuesday August 4, 2020 and that FPL and Centurylink were on storm watch last week. I was able to get FPL's sign off, but I am still awaiting Centurylink. As soon as I received the signoff, I will forward it to the City for your records. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering Steven L. Dobbs, P. E. President CC: Neal Markus File 1062 ,lakes Way, Okeechobee, FL 349-14 Phone: (863) 824-7644 Nell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: Ntpvw.Steve Dobbs Engineenng.com Patty Burnette From: Steven L. Dobbs, P. E. <sdobbs@stevedobbsengineering.com> Sent: Thursday, August 13, 2020 7:45 AM To: Patty Burnette; 'Ben Smith' Cc: 'Neal Markus' Subject: FW: P830678 / Okeechobee - SW 4th Street & SW 5th Street Attachments: Loumax Vacation Letter.pdf Patty, Please find attached the no objection letter from Centurylink. As you can see, I just received it today. Please call with any questions. sf�,ae4 Z, v z. 51 sdobbs@stevedobbsengineering.com 5� ENGINEERING 1 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form Instructions: Applicant: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Utility Companies: If an easement is needed, provide a complete legal description for it. The City Attorney will address it as a nonexclusive perpetual easement within the Ordinance. If there is going to be a relocated easement, provide legal of where it's to be relocated to. The City Attorney will address this in the Ordinance by denoting the relocated easement is in an attached exhibit to the Ordinance. Additionally, the effective date will be upon the City's receipt of the recorded relocated easement between the owner and utility company and provided on the utility company's form. Florida Power & Light 863-467-3708 Donna Padgett Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 863-452-3185 Kenneth R. Lutz ken.lutzPcenturylink.com �Couwa R.Zaty Kenneth R Lutz - Engineer II 863-452-3185 08/1312020 Authorized Signature Typed Name & Title Phone No. Date Comcast Cable 863-763-2824 107 NW 7th Avenue Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority John Hayford 863-763-9460 100 SW 5th Avenue Authorized Signature Typed Name & Title Phone No. Date Florida Public Utilities Dale M. Butcher 561-366-1635 dbutcherhfpuc.com Authorized Signature Typed Name & Title Phone No. Date * REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date REV.05119 8/13/2020 Loumax Development, Inc. c/o Steven L. Dobbs, P.E. 208 NE 211 Avenue Okeechobee, FL 34972 CenturyLink No Reservations/No Objection SUBJECT: Abandonment that portion of SW 41h Street and SW 5th Street, according to plat thereof as recorded in Plat Book 5 at Page 5 of the Public Records of Okeechobee County, Florida. To Whom It May Concern: Embarq Florida, Inc., d/b/a CENTURYLINK ("CenturyLink") has reviewed the request for the subject vacation and has determined that it has no objections with respect to the areas proposed for vacation as shown and/or described on Exhibit "A", said Exhibit "A° attached hereto and incorporated by this reference. It is the intent and understanding of CenturyLink that this Vacation shall not reduce our rights to any other existing easement or rights we have on this site or in the area. This vacation response is submitted WITH THE STIPULATION that if CenturyLink facilities are found and/or damaged within the vacated area as described, the Applicant will bear the cost of relocation and repair of said facilities. If you have any questions, please contact Bill Paul at 727-449-3544 / william.d.paul@centurylink.com Sincerely yours, Mike Pietlukiewicz Contract Manager Ili P830678 BOUNDARY SURVEY PREPARED FOR L O UMAX DEVELOPMENT, INC. D£SCRP770N. R£CITEO FROM ORB 316, PACE 1436. PUBLIC RECORDS OF OKE£CHOBEE COUNTY, naWDA: ALL OF BLOCK /9l, TOWN OF OKEECHOB£E, ACCORDING TO THE PLAT 7HERE10F RECORDED /N PLAT BOOK 2, PACE 17 Sr LUCI£ COUNTY FL ORIDA, PUBLIC REGARDS, LYING IN OKEECHOBEE COUNTY. 7HAT PORTION OF 7H£ FLORIDA EAST COAST RAKWAY COMPANY RICHT Ol— WAY, SINCE` ABANDONED, AND OF NORTH CURVE S7REEr SINCE ABANDONED, AS SHOWN DN PLAT OF FIRST AD01770N TD OKEECHOBEE: FLOR/DA, AS RECORDED IN PLAT BOOK 2 PAOE Z6, OF 7HE PUBLIC RECORDS OF SAINT LUCYE COUNTY, fLOR/0A, AND IN PLAT BOOK 1, PACE 11, OF IHE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, WHICH IS BOUNOEO ON 7HE WEST BY 7HE NORTHERLY EXTENSION OF 7H£ WEST LINE OF BLOCK 251 (SAME ALSO BEING A PART OF 7HE EAST LINE OF A TRACT OF LAND KNOWN AS 7HE STA 77CN GROUNDS OF SAID RAILWAY COMPANY), AND ON THE SOU7H BY A UNE EXTE7VDINC FROM THE 50UTHERNMOST POINT OF- BLOC7C 191, AS SHOWN ON THE PLAT OF 1HE TOWN OF OKEECHOBEE; AS RECORDED IIJ PLAT BOOK 2 PA&F 17, OF 7HE PUBLIC RECORDS OF Sr LiVaF COUNTY, FLORIDA, ANO /N PUT BOOK 1, PAGE 1Q OF 7H£ PUBLIC RECORDS OF OKEECHOBEE COUNTY, aORIDA, IN A WES7ERLY DIRECTION, SAID LIVE BEING NORTH OF AND PARALLEL WITH 7HE W£S7FRL Y £X7EN5700V IF 7HE NORTH LINE OF THIRD S7REFr AND WHICH IS BOUNDED ON 7HE NORTH BY THE ME57M Y EXTENSON OF THE NORM LINE OF FIFTH STREET, OF SAID TOWN OF CK££CHOSEE AFORESAID AND ALL 7HAT PART or FOURTH STREET ANO F7F7H 57REET L 17NC WEST OF SEl'EN7H AVENUE /N SAID TOWN OF OKE£CHOGEF. L075 1 TO 6, INCLUSIVE OF BLOCK 190, OKEECHOBEE; ACCORDING TO THE PLAT 1HEREOF RECORDED /N PLAT BOOK Z PAGE 17 OF 7HE PUBIC RECORDS OF ST. war COUNTY, FLORIDA_ PRO E-CT SPECIF7C NOTES.• 1) UNLESS SHOWN 07H£RW1S£, ALL O/M£NSCIVS ARE- CAL CU A7ED(C) AAV MEASURED(M). 2) S7E ADDRESS- NOT ASSQVED AT RM£ OF SURVEY. 3) FI.R.M. ZONE X- MAP Na 12093CO480r, DATED 07116115. 4) THIS SURVEY IS NOT w7ENOED TO DEPICT "1501CnONAL AREAS OR 07HER AREAS OF LOCAL CONCERN, 5) SURVEYOR ASSUMES NO RESPONSIBILITY OR UASILI7Y FOR 7NE ACCURACY OF EASEMENT DIMEN-SIONS SHOWN HEREON, THERE MAYBE 07NE77 EASEMENTS OR RES'7RIC7TON5 THAT EFFECT THIS PARCEL. 6) THE SURVEY DEPICTED HERE IS NOT COVERED BY PI? F'£5WCWAL LIABILITY INSURANCE ADD/BONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY 07HER THAN THE SIGNING PARTY OR PARAES /S PRO10817ED WITHOUT WRT7EN CONSENT OF THE SIGNING PARTY OR PARDES 7) OATE OF LAST FIELD SURVEY' 12/30/19. . I ice- i,vna. 1 (� _ aw •rrl ar. ! — i 1 ll • II Y •c� a a�S aw Z: 3e ageit ' °1 Ob --1BANODDlAtITI'1 3�C _ rY TOTAL PARCEL CONTAINS „^ j 23.IS ACRES , IVACANrI e I i TZ �� ale_ww "ISM, � I ":la�evl � 11 I -- 8 O (Nj = m D m z m , 6T.N0AR0 NOTES N. aewtA el In• p . d. III, Oellrmvgl:on of MwTle w rey,ilbne ell.clmq IA. both Mew..e. pMormtl bJ Ma aww.7or Tee xr.eY dIa. MN Y pr portl v.davMY b Mau pwlb. neltl. Mo Nuon:Leily w fabTlJ a arvTeO 4f IM SWwp In i,fe bJ .1- -1 tpetif dly nened. Not .qfd 'Ma,l M ygnoWn TO embsee6 :ed al iknde Iktlftl p, MO m ep,v H870. TM,e ae no wYbb oeo.e 4e�.10 anu-NY. I..1.1 In Tun No pllempl mode to locale W.,gouny mpru -I. ple/a maoa4lmen(a iif onJ) oa pwl of Ilan fu,wr Thrs cvwf •oa p�erN n eccerpp,K. ME cule,m. to Ma at.-ft of pracliq for pebuivgl yy,ypa ye ....... m ul .n Clbplw S 11, nw Abnmi:botin Cods z f,+ jOkeechobee, N moo KaY Ol1YAa DEAL -ENT. IN-. TRADEWINDS SURVEYING SERVICES, LLC. 200 S.W. 3rd Avenue FL 34974 Tel (8113) 783-2887 Fn (663) 763-4342 email: keb.twpa•ynhoo.com 0 END O' Sal I -Ned one 1LS aB20' ■-Fauna CY O-round Hal Nod (a�,'I f6 Cop)) a -rNr1E ft. ;cod Cro) �., „u ti�_e,s.,,,.,,, e.4,,,,,.,,, e•u..+�r, r rv-cr. n, c.- ":.5,.. • One SATE BY a BOIINOARY wROEr 01/02/20 nc KM -"^'„„a l�'N �..�....� :act+`~.ro.o—.�`�i v�.i., n loo wiwawearc Kcnneth A Breaux, Jr. (PSY 4820) 1.8 NO. R007 rf ur`wa•�i4•+Lr.: s.eu"w 5 F „t:;m..:.z ✓'-4w 0.+.r. w w w.�.e ]ww. ESA•C: 351/79 SCALE: 1 .60' ERE: 73en JOB No 1Nn CITY OF OKEECHOBEE RIG 14T-0E-WAN'ABANDoNMFNT PETITION Utility Cotnpnriilcs X11rhorization Form 1, -capt: De"ivilr 0w petiLiut I :md ihis fim-n o - ing 'itility Comp, tries for cheir comm.vms. it musL Lie signed and dated With a contact number for t-ach persoll. Offlity Companies: if in easement ;,.;; needed, provide .1 complete legal description for iL The I-iLy ALtorney wilt address it as a nonexclusive perpetuai easement: within the Ordinance. If there is going to tie a relocated - l jai Ui- wc)lflin �'iL.V ML01 d(ifil eSS MiS i(! Li is in an att,,,hod :�-, hil it 4n thp Ordinanc . Ad lirionaily, the- effeCbVC d3te Wili ienol ing flik. -ioca(rfl e f . - be upol, the CiEv's I-eccipL of ;he rcuwde- re:oca!�,.,4 bet11VCe;' tile 111A-De1- and Utility conipanv ail provided on the uti'Jti: company's fort]]. zi Donna Padgett 1, mbarq d,,,'b,,/ a Ceti tury Li nx 1g; z"enneiii R. laitz Co nicas t Cable etFJ-76 a-2 W7 NW avenue John flayford 100 SIk 5"' Avenue F CE r,l ILI I it:'.. c 1) e NIL 'Bu tc I S6 i -3 66- 1 63S REQi 11RED ONLY t:!-)R k`TY 01: KEL'C! 1 o8L-2SU!3 D! V I S! 0 N'S Gi 1, Cu 11) re th, C..) -'Frus tee 863-763-3154 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form Instructions: Applicant: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Utility Companies: If an easement is needed, provide a complete legal description for it. The City Attorney will address it as a nonexclusive perpetual easement within the Ordinance. If there is going to be a relocated easement, provide legal of where it's to be relocated to. The City Attorney will address this in the Ordinance by denoting the relocated easement is in an attached exhibit to the Ordinance. Additionally, the effective date will be upon the City's receipt of the recorded relocated easement between the owner and utility company and provided on the utility company's form. Florida Power & Light _ 863-467-3708 Donna Padgett Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 863-452-3185 Kenneth R. Lutz lieTt,.�utz@centurvlinlc.com � _ Authorized Signature Typed Name & Title Phone No. Date Comcast Cable ~� 863-763-2824 �— f 107 NW 70, Avenue J Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority _ Lam, John Hayford 863-763-9460 100 SW 51h Avenue Al Alf thorizeo'SigdattTi•e Typed Name & TitleC-x - .;'t • Phone No. Date Florida Public Utilities Dale M. Butcher _ 561-366-1635 dhx1tcher9fi)uc.com Authorized Signature Typed Name &'title Phone No. Date *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF nKF.rrHnBrr SUBDIVISIONS Hamrick Estate _ Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date REVM/19 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form Instructions: Applicant: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Utility Companies: If an easement is needed, provide a complete legal description for it. The City Attorney will address it as a nonexclusive perpetual easement within the Ordinance. If there is going to be a relocated easement, provide legal of where it's to be relocated to. The City Attorney will address this in the Ordinance by denoting the relocated easement is in an attached exhibit to the Ordinance. Additionally, the effective date will be upon the City's receipt of the recorded relocated easement between the owner and utility company and provided on the utility company's form. Florida Power & Light 863-467-3708 Donna Padgett y Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 863-452-3185 Kenneth R. Lutz ken.lutz�centur�link.com Authorized Signature Typed Name & Title Plione No. Date Comcast Cable 863-763-2624 107 NW 7th Avenue Authorized Signature Typed Name & Title Phone No. Date Okeechobee Utility Authority John ;Hayford 863-763-9460 100 SW 511, Avenue Authorized Signature Typed Name & Title Phone No. Date Florida Public Utilities Ivan Gibbs 561-723-3459 i�i.t�bs a�fpiti_�•iitn Y 141t,) a&5,!7 _Ivan Gibbs Engineering Technician 561-723-34S9 7-28-2020 Authorized SigWature Typed Name & Title Phone No. Date *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Hamrick Estate Gil Culbreth, Co -Trustee 863-763-3154 Authorized Signature Typed Name & Title Phone No. Date REV.05/19 CITY OF OKEECHOBEE RIGHT-OF-WAY ABANDONMENT PETITION Utility Companies Authorization Form Instructions: Applicant: Deliver the petition and this form to the following Utility Companies for their comments. It must be signed and dated with a contact number for each person. Utility Companies: If an easement is needed, provide a complete legal description for it. The City Attorney will address it as a nonexclusive perpetual easement within the Ordinance. If there is going to be a relocated easement, provide legal of where it's to be relocated to. The City Attorney will address this in the Ordinance by denoting the relocated easement is in an attached exhibit to the Ordinance. Additionally, the effective date will be upon the City's receipt of the recorded relocated easement between the owner and utility company and provided on the utility company's form. Florida Power & Light 863-467-3708 Donna Padgett Authorized Signature Typed Name & Title Phone No. Date Embarq d/b/a Century Link 863-452-3185 Kenneth R. Lutz Authorized Signature Typed Name & Title Phone No. Date Authorized Signature Typed Name & Title Phone No. Date Authorized Signature Typed Name & Title — Phone No. Date Authorized Signature Typed Name & Title Phone No. Date *REQUIRED ONLY FOR CITY OF OKEECHOBEE & FIRST ADDITION TO CITY OF OKEECHOBEE SUBDIVISIONS Hamrick Estate --- - - 7 . 7 iiu xT A ,} .r Gil Culbreth, Co -Trustee `� 7- 2 / ,q nsxc ey/°f/ of o f THe 2i L - o f-- w,i 863-763-3154 T`a J6-0 /a s}N oio,ve ''i C°. �. V. Cal � it/, T:�, dL _61 [)- o Z6 S 7 2:j-Z c'� Zo Authorized Signature Typed Name & Title (?.-)-7 A%-4&4 Phone No. Date REV.05/19 PO ICI DAP1' Sr)'R VE Y PREPARED FOR L O UMAX DEVELOPMENT, INC. i� >a sa MM SCALE: n1 .11 60 FEET I 't wrFgncn et A SC'^]/9- inaN ROD 5 itt ASRIKT 1 +vO �% ,p ,; UN?LATT.'p rtnrx r^.4rrtR � ?i i Drd,Eru naD a N 59°4'Z12 E 1913. �NrF LINO I a' N f I sW 4TFI ST. DESCRIPTION. RECITED FROM ORB 316, PAGE 1436. Ful9b1 RECORDS O V%�CG LI7 VOGE hVU%YT ). rL OIT IUA. ALL OF BLOCK 191, TOYAV OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, 6T. LUCIE COUNTY, FLORIDA, PUBLIC RECORDS, L YING IN OKEECHOBEE COUNTY. THAT PORTION OF THE FLORIDA EAST COAST RAILWAY COMPANY RIGHT —OF —WA Y, SINCE ABANDONED, AND OF NORTH CURVE STREET, SINCE ABANDONED, AS SHOWN ON PLAT OF FIRST ADDITION TO OKEECHOBEE FLORIDA, AS RECORDED IN PLAT BOOK 2, PAGE 26, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA, AND IN PLAT BOOK 1, PAGE 11, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, F1Z OR04 WN/rN /S 9OUA0,60 ON TNF WEST RY 7HE NnRTX/ERI Y EXTENSION OF THE WEST LINE OF BLOCK 251 (SAME ALSO BEING A PART OF THE EAST LINE OF A TRACT OF LAND KNOWN AS THE STATION GROUNDS OF SAID RAILWAY COMPANY), AND ON THE SOUTH BY A LINE EXTENDING FROM THE SOU7NERNMOST POINT OF BLOCK 191, AS SHOWN ON THE PLA T OF THE TOWN OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 2, PAGE" li OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA, .AND IN PLAT BOOK 1, PAGE 10, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, IN A WESTERL Y DIRECTION, SAID LINE BEING NORTH OF AND PARALLEL WITH 7HE WES7FRL Y EXTENSION OF THE NORTH LINE OF THIRD STREET, AND WHICH IS BOUNDED ON THE NORTH BY THE WESTERL Y EXTENSION OF THE NORTH LINE OF FIFTH STREET,. OF SAID TOWN OF OKEECHOBEE AFORESAID AND ALL THA T PART OF FOURTH STREE T AND FIFTH SHEET L YING WEST OF SEIVENTH AVENUE IN SAID TOWN OF OKEECHOBEE, LOTS 1 TO 6, INCLUSIVE OF BLOCK 190, OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED Il:y PLAT BOOK 2 PAGE 17 OF THE PUBLIC RECORDS OF ST.. LUCIE COUNTY, FLORIDA. PROJECT SPECIFIC NOTES 1) UNLESS SHOWN OTHERWISE, ALL D11VENSIONS ARE CALCULATE-D(C) AND MEASURED(M). 2) SITE ADDRESS• NOT ASSIGNED AT TIME OF SURVEY. '71 ICLR.(YJ 7VAYC X'; 1V,JA0 /V� 12V9✓VV4VDfJ, Oil,7 D n-1 AZ 4A7 4) THIS SURVEY IS NOT 1N7FNDED TO DEPICT ✓URISDICTIOPJAL AREAS OR OTHER AREAS OF LOCAL CONCERN. 5) SURVEYOR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE ACCURACY OF EASEMENT DIMENSIONS SHOWN HEREON, THERE MAY BE 0PIER EASEMENTS OR RESIRIC770AIS THAT EFFECT THIS PARCEL. 6) THE SURVEY DEPIC7FD HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN 7NE SIGNING PARTY OR PARRE'S IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 7) DATE OF LAST FIELD SURVEY,• 121J0119. '.I 3-15-37-35 0010-01000-0010 4 3 I eLoac 1so It u� n w go ic1 . N 1 rn a � 0 \ o \ TOTAL PARCEL CONTAINS Dnurr :t3. 1 B ACRES (VACANT) � 3-15-37-35- BLOCK 191 3-21-37-35-0020-02510-0130 unurr Pq[ �r ],M' R.M nCC k S �- S S9°19142" W 199.9N9 «I /„' W. rEN H CDdR, FCn uTlrt-, ux:l tr ASPhur I 5\N 6TH STP._E E7 r »d sr.(P) SW STH ST_ WRp. Sr(P) STANDARD NOTES: No search of the pub(Ic records far determinatlo , of ownership or restrictlons offecting the lands shown was performed by the surveyor. The survey depicted here is prepared exclusively for those parties noted. No responsibMty ^ tn U) O ) = or liability is assumed by the surveyor for use by others not specifically named. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820. There ore no visible above ground encroachments except as shown. CD D M No attempt was made to locate underground improvements and/or encroachments (if any) as part a( this survey. This survey was prepared in accordance with and conforms to the standards of practice for professional surveyors and mappers as M outlined in Chapter 5J-17, Florida Administrotive Code. Z fr'l o " R PARED OR HE EXCLUSIVE U OF: TRADEWINDS SURVEYING SERVICES, LLC. LEDE'I z W LOUMAX DEVELOPMENT, INC.-Sct 200 S.W. 3rd Avenue Iron Rod and Cap KAB LS 482.0" ■-Found CM •-round Iron Rod (and Cap) 0 "Found Pipe (arid Cap) L4 Okeechobee, FL. 34974 nBBeE\nannNS c-aa.el,ne. eu_ae.,:n.;.aa.:-ee'-•:enx,e c-c ia,. med. c:n_eaale rv. o._ 41 _ }, Tel: (863) 783-28I /It ) e«.e.et. ua,.,,meat. -ahc-eaaa.eLe, a=oe<a, u=art° « ceat d Anme: a»cou. E'LY-Easterly E/P=Edge of Pa.emen t: EW-Easement. Ft R M -Flora Inauronce 6v tlp1T tlf 2,E,tTS Pa�Pt5EN1/,1,K D'eSCRIP iIGN DWG. OA Ic 8'( CK _ On Fax: (863) 763-4342 Rate Map; FND=Found: IP=Iran Pipe: IR&(C)�I o Roe (and ID cap): L=(Arc) 1.09th; BOUNDARY SURVEY Oi/02/20 WC KAB Q Q 0 Email: kab.twps@yahoo.eom M-Aleawred. MN-M—da. N-Na,th; N'LY-N«therty, NGV(0)-Natwnd Geed-1 l.cal (0aam) al 1929, WS-Not to scale; 01-0verhaad Wres, It-P.aperty O P.Plal; PC -Point at Curwtu .. PCC-Pont at Compound Curwtvre: PCP- t Pomp, POD=Print of n9: POC=Paint of Commencement, PRC MC NEST RANT -OF -WAY UM OF SW 7M 1sA 19 TAWSN 10 BEM S CPver Y E — PRC P al Reveran Curwl PnM P ma t R 1 ce M 1 Pr -Pont P. IT Re e,rr.. r 1 9: PuaO-Pac,, ofr d Da,119 r r a non-at-xa, FB/PG: 354/79 SCALE: 1" = 60 L<enneth a. Breaux, Jr. PSM 4820) LB NO. 8007 � s s t siY=saatnRlr r-r ( 1c relep Sp ears Ell-, w-west; wL w nL= I p dt d nor m FILE: 33421 JOB NO: 33421 _ _ _ _ _ 17 16 7 20 21 7 129 28 UKLLCH0BEE ST. LUCIE COUNTY, FLORIDA BEING A 3GBDIV1310, " A Pp" 0, SECTIONS 15,16,21622 TOWNSHIP 37 SOUTH RANGE 35 EAST 9 10 WALE I' • 300' � • a�a�a� ©� �IDam±�momoo mmmmm QmmoIDmo :mmmmmAmmm � a �aamea om �m� ©� �m ���� .� • ��m m amrcm� � o ©, i (iiiii i�ir 1lifil• �iiii ii i iiL o r© ri ' `iiiili oaoFajm ®mm� aaoao mmmmaaAy�aomoa l!ammam��aa ammlPpSON 11 myemo� m �ri��iii mmY��i�il���i` il��imi�i�� a © mma miiiii�i a:mdmomm� , WIN a Qom eo aoa mm momaAmamaa :mmmmm�ama © ®maoaAammoa �m maaAmaamam i-0a1lr11-MCi i �� W + (,o ®1:i a�1�l�Ii�ima �I�iiHil � i �Y�m��iir i�ii � ��: ` • mmm:mmPoaooa IDaa�mIDID�00�00 � �1 4 �1 �u mmmaamapmaaaa :asmms��m o:am�aaamaaIDmCmID�IDa�ma ;4A o �imm�iiiB�iifiir I� arc'+ / A���■ � ***/yy /���� i■*/CIY�■ o m � '����� � ���,jj����/� !i((�� ����ilfif�liN �r� ir��ilrf%�iBi�61 B=� �, �C•6 ii/Wii r��IDYiiirf�ifiiir rs a iiria i�Y �mmmao��paamma � :cmaamaNNsaaaoa maa�a� a��yy��mm o ®aam��i�C�mmma �9a _ a�aNCH mm■mc ' �..yIegqmammo 2m■mmEms �W��/r�Yi3 fad/ � EID�CIDID © �' �1�ii/rf i i imQm�iri y ICI M — o n IDN,ilu�r� 0 3LtY ru+ h.0 4J 8.,,• ridYr ri'ir �iSl �Y R:Y rd 10 fWa vti 4'N yC':L 6i 4nr Buui S p p A OLf Wo A �7• Rr A m A BE1 A BRf i>♦ p i� a A m fal 0 0 tf �7amif d A m O E7 0 i7 �f f7 0 A aIv Bif 0 A �� am_ o as ®o ©o rm o r©o ro o , ra rem 0 0 ra o too ©o m o cr_ cr_ :v v: rna By v cr Q cr it a it a ■�- B v �r �a d. of •gip � T17 ra•'�rs Q• rs l'IS• •0 Q• vv BC2' • •I'1 Rs• l0 BCT •If a• I! O:S•.a YIS:...l>• 1 0 0 1 0 r•I.r r� l� r� rs rs l rasa o a r� l� s>. � o rs I m rs I asa o l o r01 r© rs ' Ban Blr•B � a� BA BYAn � I � ra � BBT>, I � o as o ra BBv BBQ1 � i� tf � � © o aca o o n o eB o o Eo c>. ror 0 o r© oB rca o rs o m o rs o rm o \ rm a� rs a r� o o e o �f/ rs ors o o' ro rs 0 0 a s e m ass o rig �CmCn�mill aad I I It Ab. aamaad d�adnd na as cmrdaa � �qID Cprpno Cnpae ��1gdd dC pntl �Cq IDI moIDCE��c aa�5m yam aaaoam omacIDm omomIDm oIDcmmm :m o a cm cIDacmc mcom: ommmm oaccmIDcncmm �omcmmaQa01 _RAoKIN m6m oI apo a. /�amsIDdm:/min omdrm� •m oIDmmma omocmm vIDmcmm omocmm �m.m mo�6mm o3ccmm aoa�mo omocmm acamm� °o� �amEC0�09Cm�0 �IDOQ�� � �Qa .�D��O + �CC090 BCD ,QO �CCQflO �C�i� ����� ��4000 oc4dmd ��9C41 �C4�41 ,:C�QA1. ��,A� amamCm� m: a ommwm a �''�m� amecma ; mm192 mIDCCmID mmc mm �m o cmc om�caID ocmcmID mm .am mm� mm om�cm� aanno m:mpaaaaa aaQ94m : ; ©) Fam aa101 aoIF aaaaga mmomaa ��� � � m:m mmomma :aaaoa :m��aa ama�a mma�4o �oA��a ,..� ( RR �M + ©(mm (ammmc oma�m mmamm ocemm m ©a mC�ma mamma mmmmmm ; �mmmm + om�s.mm mcmmmm eram�i��rr//r �IDm�aCQDmamaO) ��Q Q� R9� ego Q0 9CQ4ID ammgQo map �0 �� amc C�0000' @BIND :PI ID��QaO I :�D4�0 , �CAgo 1 amam:m��mcm mmcm� o (� c� 60IDCmm �CtiCID �C��m@ EC€mID cm� o � � cm� or�cmc m.mcm3 �macmm m.m.mm mrn.ao amc� ccmcacommaIDoa mcoco� � ®;cQ� :caEQo cm��Qo : ��oa .mpcao �a � fCm� MIN6�mm �amcmm mcmcmmdc�o ' Immaam]oaaaEd cmmmmIDAooammo mamar NOR 2—:1 11111 0 1m�n�e WAD cm:mcs�mycc ��y * rm �mecmm omocmm ammcmm ammcmm omd i t o �ammmo WIN 10091 fay ea rIa A 1,t uN" 16V,1 I ?ARGFI nI _ r •M�o— I+�le�+1l nAhCEL •- _ amm �CC�Qa :mD�QO CmD0�0 ���0�0.9A� m� �c�mm momcmm ma�cma cc�mmID 9ID�E94 MD�9P �0'� �ID�4Q0 �IDaQQ� cap �cacmID amp me ar��mm I�,�q� �IDDQ40 mma�Aa �AQ�o �i�m� accmm aam �maamm "Ecan 0 LOT a \ 6 �s — t7 KNOW ALL M.6N aY THESE PRESENTS, THAT OKEL'-GH06EG COM pANY, A ED A FOLLOWS Y EMBRA- / LOT 5 _ O �� CORSWRATION AS THt OWNER OF THE CERTAIN PARCEL OF LAMP Db4CQlp S �Ori CEp IN SE<TIONS Iy,ILX1 PNO 22•TPWNSHIP 3 SOLLTH, RANGE 8S 4AST, 5T LUCIE Lou NTY, FLOSLIPA, TUE EKTREME EOUNOP41 E:5 OF THE ACCOMPANYING PLAT A PO.NT —Q THG (� <�' NO wE¢EP by RTH UNt bF YwENT1ETH STREET, WHICH POINT BS A COMMON LO¢NEA OF 56 GTIONS 5, to IS ANO ILTOWNSHIP OJ�'� 3T SOUTH, RANGE 3S EAST, THENCE `_ _ST ALONG THt SECTION L�N•e CN VIDIwK SRGTIO^IS IO ANP IS b- rAJPTOWN- THG 4vART04 UNi OF Q LOT 2 �' SHIP ANO RANGE TO oUARTE¢ o¢NCR O SAID srGTIpN LIN of THENCE SOUTH ALON a �: SECTION IS TO TH6 SouTH6AST Go¢NE4 Oc CWyERN MENT LOT 9 F SECTION 22, TOWN$Hlo 375oUTH, RANGE 39 EgST, 'i Sxa-rNW CSYE-IGLY ALONG THE SOLLTNEASTERN bOLLNOA¢Y LINE OF GovERN MENT LOTS BANG A, SECTIpON 22, O Q THENCE ' TOWNSHIP S"S uTH •ZANGt 3SEASY, TO THc SOUTHWEST cORNG-R OF SAIP GOV EQNMENT LOT 4F TI-Ii.NLE <ONTINUING THE SOUTHEASTERN BO4N0A¢Y LINES of GOVE¢N MLOTS 1,2 ANb3 O ECTION 21 T wNSHII+ ENT .-• U L �' SouYNwcsTE¢LY ALONCa '�_,7 �UTN. ¢ANGE 3S EAST, To THE SOUTHEAST GOCNE4 of .IO LOT 3, ON THE SOUTH bOUNDA4`f LINE of S* CT10N 21 AFOQE- 21, TO THE SOUTHWb-ST GO¢NER of sAME� THECt NORTH ALO.V6 Q SAIo. THENCE WESY ALONG THC SouTx LINE OF SAID StcIION / 21 A O 14 TO THE NORTHWeSY CORNEA of SAIP SECTION I4) THENCE EAST ALONG THE THE WEST BOUNDARY LINES of 3c<TIONS .. '^ UQ/ ... ITS SUGc 6S5oRs I.NO ASSIGNS, ALL OwhlcRsxl P, TITL'L� ANP REvE¢s1oNy, 4NbSEA11 AN' E-VERV EASEMtNT, POwht� RIGHT, �'P' W - ¢,VILEpC.E ANO CRANGHISI, IN, OF, To UNDEQ, OJEP•, ^NO uPON 3P10 5'cRIP AND EVERY PART TH EREOFTINCLuprN4 THE CANSY4uc TION, ANn i.rNES MOAN ANP ME HooS OF TQANSMITTING Eo GT¢I- ------ --- — %/ MAINT2NANCE MID OPERAYION OF RN IwAYS`/--T ILwAVs, PIPcs WI¢wS WATER, AlBD Tf-L �EG¢APH ANO TELEPHONE, BUT THIS EMU MERATION'ASHALL N T bE HEAT C uNp LIGHT, PowE4, 5 ANO j'Gous '¢u6o TO Ey.CL40E O"fNER, Fu¢YNER OR DIFFERENT EASt MENYS, PowERS, K21 CnHT3, P¢I VILEGE4 4ND FQANLHISB`-S ANV ONE Ox MORE ASSI WED/ ALIENED, GIVEN, GRfaHTGp 00. PERMITYto /Ex / WHEREOF MAY BE UTILIZED BY SAID DEDICATOR AND IYS SucGE530R3, AHO MAY BE CONVEYED, o¢ ASSIGNS UNTO NE O¢ MO¢E PERSONS OR CORPORATIONS IN THE MANNER Q Q GL451VELY oR OTHERWISE BY SAIP DEOICATO¢ ITS SucGESSCNCS VIpEP 0Y LAW FOR THE GONVEYAN GE OF COAL ESTATE, AND FU¢TH6R THAT N N-USER -AL1 O¢ ANY PART OF 5AIP STKtIPS OQ A PERM IS- ESE cONSTRUL`O ASABANDONMENT• WAIVER OR FORFEITURE Q LOT •� 3 SIVE OR ILLEGAL USER OF AIL oR ANY PA4T OF SY1O STRIPS SHALL NOT ' BY •'AID p6oluro¢, ITS SU GCGSso¢S o¢ ASSIGNS. HUT THAT ALL SAID Ow NERSHIPB TITLE, REVERSIONS, EAst MENTS, POWERS, RIGHTS, REMAIN IN AN06CLONG TO 3410 OtbICA `Z, ITS S4GGE SSORSANTD ASSIGNS AS FULLY !JN PTH N L1 PRIVILEGES AND G4ANCHISES,SHALL 0E AND F PARTIGULA LLY AS IF SA.Ib OEUICATION NAO NEVER OEEN MAOL�. FHRTHEK THAT oNLV TI-LOSE SPACES �OwN OQ THE TIOWNSIT>tr A E �% Pl ZJ� ANO PARK ARE pEDICAYEb F R upL c usC, Pu I- `^;o p O � Q ,T'w OKEECHobEE yM4¢KEP �i FECY, ALLEY, AVE"NU G, O� PubLlc uTI CITIES Y EON AL¢4oY PRO/ID O, ANDTHAT ALL OTHER SPACES s LJ+,T NOT AND i RIGHYS TO lu L tW0 MAINTAIN � THE WORo Ro-sE¢Vc0 oR sIM LPR w04D IS WRITTEN THEREON O¢ NOT, Aflb CXPRE SSLY E%CEPYEO J LL / ¢KEO, wHE>-HER R V']I-ED BY THIS COMPANY, o¢Po S T HG Ig oAY V'JITNESS NEME•A F SAID c RATION av I RESIb6NT, TESTED BY ITS sEc¢bTARv, TH 5 T �/ of uANUARY NAb. 19IA T P A r• NO LOT NO 1 , L WO LOT NO. 9• N ELOGK NO � OKEECHOBEE COMPAN ( y-DENores SPELLING As oN _ /!/ S14NEP,SEAI_ED ANO DELIVERED (JG INGAAHAM� O¢Ic..INAL IAIA PLAY. BV -------- -_�----------- PRESIDENT •.pENOTES TH AT SPCLLINL+ IN THE PRESENCE OF PA (31 SON)- CANNOT ESE DETER14 NCO c b RI HAS RUMLEY� _( ATYESY SECRF+TARP FROM ORIcaINAL 914 PLAT• ('.SAM M`DANIE L) (17G0) • STATt ec FIORIOA co4NrY of sT. No.aus BEFORE Mc PERSONALLY APPEAR•=D .lE. IN4RPHAM AND SIDNCV HAR'IVIDUALS be R.e6oIN ANP wHd Y-">LE uTEP • THE Fo¢YGPING INSTRUMENT AS LMCPSIpENT ANb "L�cRE AAY THE AGOVE NAMGD OKECLH06E6 GOMP•ANY ANO SCVC4I.L- I LY ACV.NowLEOGS-p TO AND bEFeRE ME rHAT THEY G'X uTEO �uLH Iu5T2U MENT AS SUCH PR�'SIDCHT ANO aE'GR6TARY RESPELTI V GL Y OF SAID CORPO¢:.TI O N ANP THAT THE SEAL AFFIXED Ye THc FP¢E4oING INSTRUMENT IS THC Loc PORPTE I SEAR ; OF SAID LO¢Po pRr-�o �, AN4P THAY IT wAS AFFIK6O To NSTCUMENT EY A EGUI?•R Co¢PO¢ATE AL1THORl- ( Ty, AND THAT SAIP INSTRUM RLNT IS THE FREE A.cT ANO Pce OF SAIP Co¢PORATION- WITNE-S3 MY HARD AN UARYII�IA. SEAL TµIi IS•.• ( H S S M E i F uAN oTACV PUd_Ic I MY COMMISSION EXPIRES MPRGH 22•u, I911 STATE 0o FLO6IOA ' COUNTY F 3Y. LUCIE E TT cHEO MAP WE HEA¢BY CERTIFY ANO pEC. L.ARE T4AT Tx A A THIS INSTRUMENT OF WAITING WAS uDP1V ISION OF PAtdT'S OF SgGYIONS IS IL, ZI ANO 22r FILEp FOB RECORD IN THE OFFICE' Tow N5Hl0 S-I SouTH, RANGE 3S EAS'IT 15 ATRUE ANp CDR- SU bOIV IDEA P A OF gAIO PROPEK!TY OF THE CLERK OF THE cIQ IT OU¢T THE 21'r DAY OF �-L•--1 2EGTLY SF-ALED PNP AS OWNEP 8Y OKbE GHbE.E6 COMPANY AND Rt<ENTLY SU ¢- ON , AD. 1914, ANO THE LL1ATt3 HAS PEEN VGVEp AVO PLATTEp BY '�6 N PUE co NFORMIYY wIYH THE DULY REGORPEq IN PLPY BOOK X U 3 4JYCRNMENT Su¢VEv OF SAIP LAND. pAGt- I'). (.,• M E) SUQyeYOR WITNESS MY HgNp AN[JTHE SEAL e GUIT eou¢T THIS (A.A oboLEY) pe,LINEATOR pA`Toc —._ SubSc clbc0 ANO SwoCN To bCFo,cE ME THIS 20... pAY PF (J,F, �..� _ UAN4ARY P D. 1•�IA, CLERK of tl¢culY cou¢T Ac - T LA¢GE MYTceMM144 OIN EXPIRE'' FSIP..P ANHARY ISIc�, O DUTY CLERK BKEEMEE AYEu• (BLOCK 1W) ABAMCIm SEE w BOOK LIB PAGE 1690. MOM i V ERI FIGATION' g ISATRUE GO YOF THE ORIGINAL 1914 PlA OF RKO¢O OF "OIGbKHOBEC% � � �I AMEN DEO � I ORIGINAL PLAT pC-INV pT [, PLAT 0001C. S , PAGbS , OKCE CHOBCE COUNTY ' %' I I! �'1 rvBl FLO¢10A. FORME PAY AT p ST book 2Lo LUCIE uµT Y,IFLORIOA. 1/ VE21 FIEO N .SP�JC IL---1 �A GICRK of G CULT COURT LELAI-lo pYA LAS REG14YE-¢Ep SURVEYOR l O NO. toga r DARO6LL Go00WIN pELINEATO¢ - �. ri' 8/5/2020 Okeechobee County Property Appraiser 2020 Working Values updated: 7/30/2020 Aerial Viewer Pictornetery Google Maps 2019 2018 '2017 '2015 2014 2011 ' Sales M-1 I Planning a Development at 863,7 63-5548 for zoning info. Property & Assessment Values 2019 Certified Values 2020 Working Values 7 Mkt Land $25,087 Mkt Land $2508 --- -tow 0 Ag Land $0 Ag Land 0 __4 1p .1 Building $0 Building $1 XFOB $0 —XF--O-'B- ust t Just $25,087 $25,088 Class $0 Class $0 jM Appraised $25,087 Appraised $25,088 s-J. a ..' I SOH CaD f?l $0 SOH/10% r. -)U C p Assessed $25,087 Assessed $25,088 Exempt $0 -- - Exempt $0i county:$25,087 Total cfty:$25,087 county:$25,088 Taxable other:$25,087 Total city:$25,088 school:$25,087 Taxable other:$25,088 4. school:$25,088 Note: Property ownership changes can cause the Assessed value of the I property to reset to full Market value, which could result in higher property taxes. Okeechobee County Property Appraiser .A ick-ey L. (Sandi, CFA Parcel: « 3-15-37-35-0010-01910-0010 (34184) Owner & Property Info Result: 3 of 4 .SPRADLEY RUTH G & NEMEC GALE B Owner %NEMEC CHILDREN'S TRUST 5243 EUROPA DR UNIT P BOYNTON BEACH, FL 33437 Site SW 6TH ST, OKEECHOBEE Description* CITY OF OKEECHOBEE ALL BLOCK 191 Area 0.409 AC !SMR 15-37-35 Use Code** VACANT (0000) :Tax District 150 *The Description above is not to be used as the Legal Description for this parcel In any legal transaction. "The Use Code is a Dept. of Revenue code. Please contact Okeechobee Coun, .. . j Sales History Sale Date Sale Price— -Book/Page [-.--Deed V11 Quality (codes) RCode 8/11/19901 $01 031611436 WD V U 03 FBuilding Characteristics Bldg Item �Descnption*_ Year Bit- Base SF Actual SF Bldg Value NONE ---------- Extra Features & Out Buildings (codes) 1 Code Description Year Bit Dims I Value Units DiICondition (% Good) —1 NONE I Land Breakdown Code —�i-��te Land Value Description Units Ad ustments 161Cl2 I CITY LT(MKT) 223.000 FF —(0-.4--09AC).--1.0000/.7500 1.0000h $113 /FF $25,088-j Search Result: 3 of 4 0 Okeechobee County Property Appraiser I Mickey L. Band[, CFA I Okeechobee, Florida 1863-763-4422 by: GrIzzlyl-ogic.00rn www.okeechobeepa.com/gis/ 1/2 8/5/2020 Okeechobee County Property Appraiser www.okeechobeepa.com/gis/ 212 8/6/2020 Okeechobee County Property Appraiser Okeechobee County Property Appraiser Mickey L. Ban4 CFA Parcel: 3-21-37-35-0020-02510-0130 (34741) » Owner & Property Info SPRADLEY RUTH G & NEMEC GALE B Owner %NEMEC CHILDREN'S TRUST 608 HARBOUR POINTE WAY GREENACRES, FL 33413 Site SW 6TH ST, OKEECHOBEE THAT PORTION OF THE FLORIDA EAST COAST RAILWAY COMPANY RIGHT-OF-WAY, SINCE !ABANDONED, AND OF NORTH CURVE STREET, SINCE ABANDONED, AS SHOWN ON PLAT OF FIRST ADDITION TO OKEECHOBEE, FLORIDA, AS ! RECORDED IN PLAT BOOK 2, PAGE 26, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA, AND IN PLAT BOOK 1, PAGE 11, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, WHICH IS BOUNDED ON THE WEST BY THE NORTHERLY EXTENSION OF THE WEST LINE OF BLOCK 251 (SAME ALSO BEING A PART OF THE EAST LINE OF A TRACT OF LAND KNOWN AS THE STATION GROUNDS OF SAID I RAILWAY COMPANY), AND ON THE SOUTH BY A LINE EXTENDING FRON THE SOUTHERNMOST Description' POINT OF BLOCK 191, AS SHOWN ON THE PLAT �OF THE TOWN OF OKEECHOBEE, AS RECORDED IN PLAT BOOK 2, PAGE 17, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND IN PLAT BOOK 1, PAGE 10, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, IN A WESTERLY DIRECTION, SAID LINE BEING NORTH OF AND PARALLEL WITH THE WESTERLY EXTENTION OF THE NORTH LINE OF THIRD STREET, AND WHICH IS BOUNDED ON THE NORTH BY THE WESTERLY EXTENSION OF THE NORTH LINE OF FIFTH STREET, OF SAID TOWN OF OKEECHOBEE AFORESAID AND ALL THAT PART OF FOURTH STREET AND FIFTH STREET LYING WEST OF SEVENTH AVENUE IN SAID TOWN OF OKEECHOBEE. <<<less Area 1.6 AC YS/T/R +21-37-35 ---- Use Code"—rVACANT (0000) _+Tax District 150 'The Description above is not to be used as the Legal Description for this parcel in any legal transaction. "The Use Code is a Dept. of Revenue code. Please contact Okeechobee County Planning & Development at 863-763-5548 for zoning info. Property & Assessment Values 2019 Certified Values _ 2020 Working Values Mid Land $16,800 Mkt Land Ag Land — $0 Ag Land Building $0 Building t XFOB $0 XFOB Just $16,800 Just Class -- — $0 Class Appraised $16,800 Appraised SOH Cap [7] -- $0 SOH/10% Assessedi -- -- $16,800 .Cap Exempt $0 Assessed county:$16,800 Exempt �— $0 Total city:$16,800 j county:$16,800 Taxable other:$16,800 Total city:$16,800 school:$16,800 Taxable I other:$16,800 1 school:$16,800 2020 Working Values updated: 7/30/2020 Aerial Viewer Pictometery Google Maps Q 2019 '2018 2017 2015 2014 2011 Sales » 3 $16,800 ---- $0 —_ $0, $0 _$16,800 $�') $16,800 $0 $16,800 •:r, — Mi T www.okeechobeepa.com/gis/ 1/2 8/6/2020 Okeechobee County Property Appraiser 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 I Sale Price Book/Page Deed- L V/1 Quality (Codes) RCode L 8/11/19901 $0 0316/1436 WD V -1 U 03 Building Characteristics Bldg Item I Description* I F Year Bit Base SF T Actual SF Bldg Value NONE Extra Features & Out B - ulidings (codes) --------- -Code Description Year Bit Value Units Dims Condition (% Good) NONE Land Breakdown Code Description _Units Adjustments i Eff Rate Land Value961 CAC I NON/CONFG (MKT) 1.600 AC i 1.0000/1.0000 1.0000/.7500.7500/.7500 $10,500 /AC i $16,800 0 Okeechobee County Property Appraiser I Mickey L. Bandi, CFA I Okeechobee, Florida 1863-763-4422 by: Grizzlyl-ogic.corn www.okeechobeepa.com/gis/ 2/2 8/5/2020 Okeechobee County Property Appraiser Okeechobee County Property Appraiser 2020 Working Values E key L. Bandi, CFA updated: 7/30/2020 Parcel: « 3-15-37-35-0010-01900-0010 (34183) » Aerial Viewer Pictometery Google Maps Owner & Property Info 02019 2018 2017 `2015 2014 2011 Sales SPRADLEY RUTH G & NEMEC GALE B Owner %NEMEC CHILDREN'S TRUST -}• 608 HARBOUR POINTE WAY GREENACRES, FL 33413 Site SW 7TH AVE, OKEECHOBEE ''�_ + ' tkr_ • }A CITY OF OKEECHOBEE LOTS 1 TO 6 INC BLOCK 1: Y Description" 190� T tF• -- - -- - - t- -- -- - - _ --- - - - �.. - 1 Area 10.86 AC S/T/R 115-37-35 1.. Im j401 l Use Code" VACANT (0000) ITax District �50 r /y ._._-__._..0 'The Description above is not to be used as the Legal Description for this parcel in any legal transaction. any Use Code is a Dept. of Revenue code. Please contact Okeechobee County•` Planning & Development at 863-763-5548 for zoning info ` tf - _•� Property & Assessment Values { 2019 Certified Values 2020 Working Values Mkt Land j $41,850 Mkt Land $41,850 Ag Land —r--..---- $0 Ag Land_ $0 40 0 Building _ - $0 Building ! $0 XFOB $0 XFOB $0 e-�v Just $41,850 Just $41,850Class �- $0 Class $0 Appraised $41,850 Appraised $41,850��� SOH Cap [7j ; $0 SOH/10/o t $0 ,r Assessed r � .. ---'- Assessed $41,850 j - i Exempt 1 $0 .---_�t - --- -_-I------_- � Exem $01 + _ - county:$41,850 _ P - - - --..--.-..: ♦ $ ?'% Nt f .. Total city:$41,850 county:$41850 r ■ Taxable otner:$41,850 Total city:$41:850 school:$41,850 Taxable other:$41,850 M school:$41,850 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 Deed V/I Quality Codes RCode _ - - _-___- _ _-_ _-__.— _ tY (- l i. v— {--- - U 03 8/1/1990 $0, 0316/1436 WD 4/6/1964 $01 0080/0731 QC V _ U _ ----_03-..___.-_..i i— - -- - — --- ---- -- — — r (- _ 03 2/18/1964. -. -- - -- $0 oo7s/oass QC V ( U - - - -- 2/17/1964 $0 ; - _ 0079/0497 --- -----C----� -v .. i ------ U -- -- - -- 03-- Building Characteristics Bldg Item i Description" T Year Blt Base SF ; Actual SF Bldg Value j� NONE IF Extra Features & Out Buildings (codes) 1 Code Description - I Year Bit Value Units Dims Condition (/o Good) NONE Land Breakdown 1 Code Description Units Adjustments Eff Rate Land Value www.okeechobeepa.com/gis/ 1/2 8/5/2020 Okeechobee County Property Appraiser 161Cl2 CITY LT (MKT) 300.000 FF (0.860 AC) 1.0000/.9300 1.0000// $140 /FF $41,850 0 Okeechobee County Property Appraiser I Mickey L. Bandi, CFA I Okeechobee, Florida 1863-763-4422 by: GdzzlyLogic.com www.okeechobeepa.com/gist 2/2 .OF-0 F Li o r 0 'Fto,S Staff Report Right -of -Way Abandonment Prepared for: Applicant: Petition No.: LaKue P ri 1 a- 1375 Jockson She A 206 Fort Myers, FL 339011 The City of Okeechobee Loumax Development, Inc 20-002-SC Staff Report Right -of -Way Abandonment Applicant: Loumax Development, Inc Petition No. 20-002-SC The matter before the TRC is a request to abandon two sections of public right-of-way: An approximately 15,700 square foot section of ROW described as follows: "That portion of Southwest 4th Street (formerly known per plat as Fifth Avenue), 100 feet in width, lying north of Lot 1, Block 190, City of Okeechobee, according to the plat thereof as recorded in Plat Book 5 at Page 5 of the Public Records of Okeechobee County, Florida. " 2. An approximately 9,725 square foot section of ROW described as follows: "That portion of Southwest 5th Street (formerly known per plat as Fourth Street), 70 feet in width, lying north of, Block 191, City of Okeechobee, according to the plat thereof as recorded in Plat Book 5 at Page 5 of the Public Records of Okeechobee County, Florida." In total, the abandonment request encompasses approximately 25,425 square feet (0.58 acres) of public ROW. The surrounding property which is owned by the applicant was recently approved for a future land use map 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. Owner Neal Markus Loumax Development, Inc Address PO Box 5501 Fort Lauderdale, FL 33310 Phone Number 954-347-1077 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.cityofokeechobee.com/agendas.htmi. Existing Proposed Future Land Use Industrial Industrial Zoning District Industrial Industrial Use of Property Industrial Industrial Acreage 2.87 acres 3.45 planning Staff Report Right -of -Way Abandonment Applicant: Loumax Development, Inc Petition No. 20-002-SC I Description of the Subject Site and Surrounding Area I AERIAL The subject of the abandonment/vacation, the unimproved rights -of -way of SW 41h Street and SW 5 th Street, are outlined in Red. and the existing land uses in the vicinity are shown below on the aerial photograph from the Property Appraiser's office. The Applicant owns all four of the surrounding parcels. Aa— %W31MST 4.W 4V ,*!% SW6THST 0 AMA& o L #^�`� L._ iw I *— planning Staff Report Applicant: Loumax Development, Inc Right -of -Way Abandonment Petition No. 20-002-SC FUTURE LAND USE The subject of the abandonment/vacation, the unimproved right-of-way of SW 4th Street and SW 51h Street, are identified below and the Future Land Use Map designations are shown on this excerpt from the City's Future Land Use Map. All surrounding properties on the west side of SW 7th Ave are designated Industrial and if this vacation is to be approved, it seems appropriate to place an Industrial designation on the vacated property. a ' 178 J :179 180 181 1 N 202 N N , y 2b. 2 ubject Row t/1 y18&:—= Q . 187 191 �. / 1 92 - 193 - 194 197 196 251 ' 233 ' 234 23� LAND USE CLASSIFICATIONS line SINGLE • FAIVIILY RESIDENTIAL MIXED USE RESIDENTIAL 4t;;LT; - FAMILU RESIDENTIAL - --C)M tERCIAL INCI.STRIAL P,ALIC FA--iJTIES EASEMENT RAILROAD CENTERLINE HOPKINS hiEANDEP. LINE UNINCORPORATEC 3 ptanning Staff Report Right -of -Way Abandonment Applicant: Loumax Development, Inc Petition No. 20-002-SC ZONING The subject of the abandonment/vacation, the unimproved right-of-way of SW 4th Street and SW 5tn Street, are identified below and the zoning designations are shown on this excerpt from the City's Zoning Map. All surrounding properties on the west side of SW 7th Ave are designated Industrial and if this vacation is to be approved, it seems appropriate to place an Industrial designation on the vacated property. <9 ,164 165 :178.,1 W 20 X ,179 180 w Subject ¢ , Q . , , , a Row 1 jW T ' 189 •188 U) T 191 ... ..... °192 193 V •• ti I • . ,. . i 197 � -4f • , 251 23 234 ZONING � E 1 .•KIII 4 planning Staff Report Right -of -Way Abandonment Applicant: Loumax Development, Inc Petition No. 20-002-SC Sec. 78.33 states that applications to vacate an alley or public right-of-way may be approved upon a finding by the City Council that the following requirements have been met. The Applicant's responses are provided in Times Roman typeface and are repeated below exactly as provided by the Applicant. Staff has made no attempt to correct typos, grammar, or clarify the Applicant's comments. Staff Comments are in Arial typeface. 1. Proposed vacation is consistent with the Comprehensive Plan. Applicant Comment: "The requested abandonment of the road ROW is consistent with the Comprehensive Plan as it is currently not used for access or utilities, there is no mention of alleys in the City's Comprehensive plan, the LDR's mention alleys in Section 86-142, which states alley may be allowed in residential districts, also in Section 70-335, which states notice of abandonment required, otherwise they are other referenced, but not concerning vacancies." Staff Comment: There is nothing in the City's Comprehensive Plan concerning abandonments or vacations of rights -of -way. 2. Right-of-way to be vacated is not the sole access to any property, and the remaining access is not an easement Applicant Comment: "Neither ROW is sole access to any property and a remaining land will not require an easement." Staff Comment: The applicant owns all of the surrounding property on the west side of SW 711 Avenue. No other properties require these ROWs for access. FP&L has requested that a 10 foot easement be provided at the east end of the subject ROW areas. 3. Proposed vacation is in the public interest and provides a benefit to the City. Applicant Comment: "The proposed vacation of the ROW is within a block that was previously rezoned to Industrial and will allow the existing business to expand to the south so this vacation will allow the existing road ROW square footage to add the required space south of the existing facility for the proposed expansion and return the property to the tax rolls." Staff Comment: Since the City recently approved the future land use map amendment and rezoning to industrial designations, it seems appropriate to allow the subject rights -of -way to be vacated. Turning over maintenance responsibility to the applicant and adding this property to the City tax rolls will be a benefit to the City. If the property is developed according to the Applicant's stated plans, additional taxes will be collected by the City and a several jobs will be created by the applicant's proposed expansion of the existing manufacturing facility. 4. Proposed vacation would not jeopardize the location of any utility. Applicant Comment: "There are currently no utilities in the requested abandonment." Staff Comment: The Applicant has provided signed authorizations from all necessary utility entities including: • Florida Power & Light (with the condition that a 10' easement be provided on the east end of SW 4th Street and SW 5th Street ROWs west of 71h Avenue) 5 planning Staff Report Right -of -Way Abandonment Applicant: Loumax Development, Inc Petition No. 20-002-SC • Century Link (with the condition that the Applicant will bear the cost of relocation and repair of any facilities that are found and/or damaged in the vacated areas) • Comcast • Okeechobee Utility Authority • Florida Public Utilities Recommendation Based on the foregoing information and analysis, we believe, from a planning perspec- tive, that if the applicant agrees to the requested conditions made by FP&L and Century Link, the requested rights -of -way vacation/abandonment can be considered consistent with the requirements of Sec. 78-33. Submitted by: Benjamin L. Smith, AICP Sr. Planner LaRue Planning September 8, 2020 TRC Meeting: September 17, 2020 PB/BOA Meeting: October 15, 2020 City Council 1st Reading: (tentative) November 17, 2020 City Council 2"d Reading and Public Hearing: (tentative) December 1, 2020 planning CITY OF OKEECHOBEE Application for Site Plan Review Pag 1 of 3 Date Received OF'OkF C?�A Fcy City of Okeechobee Application No. -...� m General Services Department Fee Paid: 1306.00 CK4�2219 ,i rd 55 S.E. 3 Avenue, Room 101 Receipt No. 49593 o a Okeechobee, Florida 34974 �I p� Phone: (863) 763-3372, ext. 9820 ' * 91 # Fax:(863)763-1686 , Hearing Date: E-mail: Pburnette( )cityofokeechobee.com APPLICANT INFORMATION l Name ofproperty owner(s): Haven Of Rest 2 Owner mailing address: 2801 Highway 441 N Lot 244 Okeechobee FL 34972 3 Name of applicant(s) if other than owner: Tom Velie 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs 6 Contact person daytime phone(s) and email address: (863) 634-0194 — sdobbs@stevedobbsengineering . co Engineer: Name, address and phone number: Steven L. Dobbs — 1062 Jakes Way, Okeechobee, FL. 349 7 (863)634-0194 — sdobbs@stevedobbsengineering.com Surveyor: Name, address and phone number: Kenneth Breaux — 200 SW 3RD Ave, Okeechobee FL. 34974 8 (863)763-2887 — kab.twps@yahoo.com PROPERTY and PROJECT INFORMATION Property address/directions to property: 807 SW 2ND Street, Okeechobee FL. 34974 9 HWY 441 South, turn right onto NW 6TH Street. Parcel starts approximately 60OFT from SW 7TH Ave nn right, 10 Parcel Identification Number 2-21-37-35—OA00-00006—0000 11 Current Future Land Use designation: Multifamily 12 Current Zoning district: RMF Describe the project 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 employees 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 This project is going to construct a sanctuary, fellowship hall, parking, and drainage facility to support the project. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. There are currently only agricultural fences on —site. 14 15 Total land area in square feet (if less than two acres): or acres: 10.2 16 Isproposed use different from existing orprior use (K Yes) (_No) Rev. 04/20 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 3 Number and description of phases: Phase 1 - Sanctuary, Fellowship Hall, parking, drainage, landscaping, and offsite improvements 17 Future Phases - Parsonage, two additional buildings. 1 18 1 Source of potable water: OUA i 119 I Method of sewage disposal: Septic ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property. Owner 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 involved including: 23 a. Certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Com utation of total acreage 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 items to be included). 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and 27 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 78-7 1 (A)(5)). 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 roadway links with and without the project. 31 USB flash drive of application 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, publishing and mailing notices of public hearings exceeds the established 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 notified 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 certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the summary denial of this application. Tom Vehlie Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863)-763-3372, Ext. 9820 Rev. 10J18 CITY OF OKEECHOBEE Application for Site Plan Review Pag 3 of 3 City of Okeechobee Checklist for Site Plan Review REQUIRED INFORMATION I Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Eleven (1 1) copies of sealed site plan drawings prepared at a scale no smaller than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights -of -way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfields 3.4 Bridges, culverts and stormwater management facilities 3.5 Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On -site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of the owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a% of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 04/20 10/9/7,Q19 Okeechobee County Property Appraiser Okeechobee County Property Appraise 2VInc+:ey i,. �acx� Parcel: « 2-21-37-35-0A00-00006-0000 r 20_19 Prdminalry Certified Values updated: 10/3/2019 Aerial Viewer Pictometery Google Maps !Owner & Property Info Result: 1 of 1 2019 ; HAVEN OF REST INC Owner { 32801 US HIGHWAY 441 N LOT 244 r + __.-.___.-_,j OKEECHOBEE, FL 349720296 �— Site ISW 2ND ST, OKEECHOBEE L Description" (THE EAST 10.24 ACRES OF THAT PARCEL OF 2t[p LAND DESCRIBED IN OFFICIAL RECORDS BOOK 1 �'' 500, PAGE 754, PUBLIC RECORDS OF l :OKEECHOBEE COUNTY, FLORIDA LYING NORTH i OF SOUTHWEST 6TH STREET AND SOUTH OF ISOUTH PARK STREET IN SECTION 21, (TOWNSHIP 37 SOUTH RANGE 35 EAST Y 2018 2017 2015 2014 Sales l IOKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: l ;BEGINNING AT A POINT ON THE NORTH RIGHT- " OF-WAY LINE OF SOUTHWEST 6TH STREET, SAID! jPOINT BEING THE SOUTHWEST CORNER OF y 'THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE !SOUTH 89048-47" WEST, ALONG THE NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET, A DISTANCE OF 285.13 FEET; THENCE i, NORTH 00009'05" WEST, DEPARTING SAID �. y :NORTH LINE, ALONG A LINE PARALLEL TO THE WESTERLY RIGHT-OF-WAY LINE OF THE ;e ;SEABOARD COASTLINE RAILROAD AS LOCATED !ALONG THE EAST BOUNDARY OF THE PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS (BOOK 500, PAGE 754, TO THE INTERSECTION 4 !WITH A LINE AND THE EXTENSION THEREOF, FEET SOUTH OF AND PARALLEL TO THE it ,100.00 (SOUTH BOUNDARY OF THE LAND DESCRIBED IN ti !OFFICIAL RECORDS BOOK 293, PAGE 257, A [ (DISTANCE OF 994.54 FEET; THENCE NORTH 189049'33" EAST, ALONG A LINE PARALLEL TO (THE SOUTH BOUNDARY LINE OF SAID PARCEL ---•••R-- OF LAND DESCRIBED IN OFFICIAL RECORDS ;BOOK 293, PAGE 257, TO THE INTERSECTION ..— WITH A LINE LYING 70.0 FEET EAST OF AND I PARALLEL TO THE EAST BOUNDARY LINE OF # SAID PARCEL DESCRIBED IN OFFICIAL i RECORDS BOOK 293, PAGE 257, A DISTANCE OF I49.69 FEET; THENCE NORTH 00o07'58" WEST, ALONG SAID LINE AND THE EXTENSION i THEREOF LYING 70.0 FEET EAST OF THE EAST BOUNDARY OF THE PROPERTY DESCRIBED IN SAID OFFICIAL RECORDS BOOK 293, PAGE 257, iA DISTANCE OF 537.64 FEET TO A POINT ON A NON -TANGENT CURVE AND THE SOUTH RIGHT- 1 'OF -WAY LINE OF SOUTHWEST 2ND STREET, THROUGH WHICH A RADIAL LINE BEARS NORTH j ;33024'04" WEST, SAID CURVE BEING CONCAVE 1 !TO THE NORTHWEST, HAVING A RADIUS OF j414.09 FEET; THENCE NORTHEASTERLY, ALONG i f ITHE ARC OF SAID CURVE, THROUGH A ! CENTRAL ANGLE OF 47o12'31", ALONG THE I !SOUTH RIGHT-OF-WAY LINE OF SOUTHWEST 2ND STREET TO THE INTERSECTION WITH THE I j !SOUTH RIGHT-OF-WAY LINE OF SOUTH PARK j !STREET, AN ARC DISTANCE OF 341.19 FEET; ! ;THENCE NORTH 89049'33" EAST, ALONG THE j (SOUTH RIGHT-OF-WAY LINE OF SOUTH PARK i ;STREET, A DISTANCE OF 23.95 FEET TO THE (INTERSECTION WITH THE WEST RIGHT-OF-WAY j i !LINE OF THE SEABOARD COASTLINE RAILROAD 1 I j !RIGHT-OF-WAY; THENCE SOUTH 00009'05" EAST, I I �DEPARTING SAID SOUTH LINE, ALONG THE ;WEST RIGHT-OF-WAY LINE OF THE SEABOARD jCOASTLINE RAILROAD RIGHT-OF-WAY, A 'DISTANCE OF 1,040.16 FEET; THENCE NORTH I '89050'55" EAST, DEPARTING SAID WEST LINE, j jALONG THE SOUTH RIGHT-OF-WAY LINE OF THE .. `'111�.■sis..�' 4b.okeechobeepa.com/gis/ 1/3 10/92019 Okeechobee County Property Appraiser Extra Features & Out Buildings (codes) Code Desc Year Bit AFA N4 4`MTL FLR MT2015 �- ValueI $289.00 Units Dims _ 70.000 10 x 7 x 0� _—� Land Breakdown Land Code Desc I Units Adjustments 150AV1 --_ —_ FIRST AC (MKT) �1.000 AC 1.00/1.00 1.00/1.00 950AV1 i + REMAIN AC (MKT) 1 9.182 AC 1.00/1.00 1.00/0.93 Search Result: 1 of 1 © Okeechobee County Property Appraiser I Mickey L. Bandi I Okeechobee, Florida 1863-763-4422 Condition (% Good) PD (025.00) f Eff Rate j _Land Value $28,000 I $28,000 $11,160 _ $102,471—V, by� GrialyLogic.com J 4b.okeechobeepa.com/gis/ zn 10/9/,?J19 Detail by Entity Name .org Department of Siaie / Division of Corporgtions / SSarcir Records / Detail 3y Document.!umber / earch.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder—HAVENREST N1... 1/2 10/9/i119 Detail by Entity Name Title T GIBSON, TAMMY 715NW106ST OKEECHOBEE, FL 34972 Title S HATFIELD, PAM 966 NE 361 CT. OKEECHOBEE, FL 34972 Title AS VELIE, GABRIELLE 32801 N. 441, LOT 244 OKEECHOBEE, FL 34972 Annual Repo s Report Year Filed Date 2017 04/03/2017 2018 04/09/2018 2019 03/18/2019 Document Images 03/18/2019 —ANNUAL REPORT View image in PDF format 04/09/2018 —ANNUAL REPORT View image in PDF format 04/03/2017 --ANNUAL REPORT View image in PDF format 04/18/2016 —ANNUAL REPORT View image in PDF format 04/01/2015 — ANNUAL REPORT View image in PDF format 04/28/2014 — ANNUAL REPORT View image in PDF format 04/06/2013 --ANNUAL REPORT View image in PDF format 01/25/2012 --ANNUAL REPORT View image in PDF format 02/11/2011 — Domestic Non -Profit View image in PDF format aarch.sunbiz.org/Inquiry/CorporaUonSearch/SearchResultDetail?inQuirvtvpe=EnfltvName&directionTvne=lnitiaf&searrhNaMAOrdpr-HAVF-NPF=.T Ni 919 Parcel iD Number 2-21-37-35-OA00-00006-0000 Prc�t�iitiy"s Pei Burk Okce-Tame Title Company, Inc. 105 N. W. 6th Street Okeechobee, Florida 34972 FILE NO.36361 Warranty Deed This Indenture, Executed this January 25, 2019 A.D. Between Illill Illil IIIII Iliil illll Illil flll IIII FILE MUM 2019000974 OR BK 819 PG 346 SHARON ROSERTSON, CLERK G COMPTROLLER OKEECHOBEE COUNTY► FLORIDA RECORDED 01/30/2019 03:05:37 Pit AMT $350►000.00 RECORDING FEES $27.00 DEED DOC $2,450.00 RECORDED BY A Hermon P9s 346 — 348; (3 p9s) OKEBOCO LLC, A FLORIDA LIMITED LIABILITY COMPANY, whose address is 301 S NEW YORK AVENUE, STE 200, Winter Park, Florida 32789, hereinafter called the grantor, to HAVEN OF REST INC. A FLORIDA NON-PROFIT CORPORATION, whose post office address is: 32801 HWY 441 N, LOT 244, Okeechobee, Florida 34972, hereinafter called the grantee: (Whenever used herein the term grantor" and *grantee' include all the parties to this instrument and the heirs, legal mprescritau Yes and assigns of individuals, and the successors and assigns of corpomtons) Witnesseth, that the grantor, for and it consideration of the sum of Ten Dollars, ($10,00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Okeechobee County, Florida, viz: LAND DESCRIBED ON ATTACHED EXHIBIT "A" ATTACHED Parcel ID Number. 2-21-37-35-OAOO-00006-0000 Subject to covenants, restrictions, easements of record and taxes for the current year. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaiung. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that die grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authonty to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and drat said land is free of all encumbrances except taxes accruing subsequent to December 31, 2018. DEED Okccchobci Closers' Choice RnnkRIQ/PanP'1dG, r.FNjE9n1QnnnQ7A Panp 1 of In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in our presence; WitnessPnntcdNnmc_ l.l�ii1 r A�t� r Witness Primed Name State of Florida County of OKEBOCO LLC,,: FLORIDA LIMITED LIABILITY COMPANY BY: ROBERT P. HOLD, MANAGING MEMBER Adds: 301 S NEW YORK AVENUE, STE 200, Winter Park, Florida 32789 The foregoing instrument was acknowledged before me this January 25, 2019, by ROBERT P. HOLD, MANAGING MEMBER OF OKEBOCO LLC, A FLORIDA LIMITED LIABILITY COMPANY, who islare personally known to me or who has produced a dnvers license as identification. (STEAL) DEED Okeechobee Closers' Choice Nott,rj Pt,bifc e�i tier A I I ism A fiux� Print Name:_S (,L, My Commission Expires _ 2-0 .Mcw*W AXW Attwai NOTARY PUBW STATE OF FLORIDA Expiros 4l8 AM Rnnk819/Pane347 CFN#2019000974 Paae 2 of 3 JE.xhibit"♦" THE EAST 10.24 ACRES OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 500, PAGE 754, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA LYING NORTH OF SOUTHWEST 6TH STREET AND SOUTH OF SOUTH H PARK STREET IN SE is SEC 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET, SAID POINT BEING THE SOUTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE SOUTH 89"4847" WEST, ALONG THE NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET, A DISTANCE OF 285.13 FEET; THENCE NORTH 00'09'05" WEST, DEPARTING SAID NORTH LINE, ALONG A LINE PARALLEL TO THE WESTERLY RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD AS LOCATED ALONG THE EAST BOUNDARY OF THE PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 500, PAGE 754, TO THE INTERSECTION WITH A LINE AND THE EXTENSION THEREOF, 100.00 FEET SOUTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK 293, PAGE 257, A DISTANCE OF 994.54 FEET; THENCE NORTH 8904933" EAST, ALONG A LINE PARALLEL TO THE SOUTH BOUNDARY LINE OF SAID PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 293, PAGE 257, TO THE INTERSECTION WITH A LINE LYING 70.0 FEET EAST OF AND PARALLEL TO THE EAST BOUNDARY LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 293, PAGE 257, A DISTANCE OF 49.69 FEET; THENCE NORTH 00°0758" WEST, ALONG SAID LINE AND THE EXTENSION THEREOF LYING 70.0 FEET EAST OF THE EAST BOUNDARY OF THE PROPERTY DESCRIBED IN SAID OFFICIAL RECORDS BOOK 293, PAGE 257, A DISTANCE OF 537.64 FEET TO A POINT ON A NON -TANGENT CURVE AND THE SOUTH RIGHT-OF-WAY LINE OF SOUTHWEST 2ND STREET, THROUGH WHICH A RADIAL LINE BEARS NORTH 33-24'04" WEST, SAID CURVE BERgG CONCAVE TO T HE NORTHWEST, HAVING A RADIUS OF 414.09 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 47.12'31 ", ALONG THE SOUTH RIGHT-OF-WAY LINE OF SOUTHWEST 2ND STREET TO THE INTERSECTION WITH THE SOUTH RIGHT-OF-WAY LINE OF SOUTH PARK STREET, AN ARC DISTANCE OF 341.19 FEET; THENCE NORTH 89-49'33" EAST, ALONG THE SOUTH RIGHT-OF-WAY LINE OF SOu i H PARK STREET, A DISTANCE OF 23.95 FEET TO THE INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY; THENCE SOUTH 00-09'05- EAST, DEPARTING SAID SOUTH LINE, ALONG THE WEST RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY, A DIS T ANCE OF 1,040.16 FEET; THENCE NORTH 89'50155" EAST, DEPARTING SAID WEST LINE, ALONG -iTE SOUTH RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RIGHT-OF-WAY AND THE SOUTH LINE OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 463, PAGE 1488, A DISTANCE OF 80.00 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 316, PAGE 1436; THENCE SOUTH 00109105" EAST, DEPARTING SAID SOUTH LINE, ALONG THE WEST LINE OF THE THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 316, PAGE 1436, A DISTANCE OF 693.33 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE SOUTH 89048147" WEST, DEPARTING SAID WEST LINE, ALONG SAID NORTH LINE, A DISTANCE Or 50.00 FEET TO THE NORTIi-JEST CORNER OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE SOUTH 00°09'05" EAST, ALONG THE WEST LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439, A DISTANCE OF 76.17 FEET TO A POINT ON SAID NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET AND THE POINT OF BEGINNING (CS&HIv101'2019) File Number: 36361 Legal Description with Non Homestead Closer's Choice Rnnk.R19lPan:-'14R (;FNft?91.g000974 Poae 3 of 3 BOUNDARY & TOPOGRAPHICAL SURVEY PREPARED FOR MAVEN OF REST INC NORTH OESCR/P 77O1V THE EAST 10.24 ACRES OF THAT PARCEL Or LAND DESCRIBED IN 011F7OAL RECORDS BOOK 50L( PAGE 754. PUBLIC RECORDS Or OYEECHOREE COUNTY, FLORIDA LYING NORTH OF SOIU7HNFST 6774 STREET AND SOV7H OF SOUTH PARK STREET IN SECTION 21, 7010N54IP 37 SOUIN, RANGE JS EAST, OWEECHOSEE COUNTY, FLORIDA, BEING MORE PAR77CCILARLY DESCRIBED AS FOIL 01115, BEONN/NC AT A POINT OV D/E NORD/ RICH? -OF -WAY LINE Or SOUTHWEST 6TH STREET, SAID POINT BEING 7HE SOUTHWEST CORNER Or MAT PARCEL Or LAND DESCRIBED IN II RECORDS BOOK 452, PACE 14J9,• 7NENCE SOUTHH 894847• NEST, ALONG 774E NOR7H RICH T-Or-WAY LINE OF SIX/THNEST 6TH STREET, A DISTANCE OF 285 IJ F£ET,� M£NCE NORTH 0010905" 111 DEPAR77NG SAID NORTH LINE, ALONG A LINE PARALLEL rV THE WESTERLY RIGHT-CF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD AS LOCATED ALONG ME EAST BOUNDARY Or THE PARCEL a' LAND DESCRIBED IN OFRCIAL RECOROS BOOK, PAGE 754, TO INC INMR-SECRON INIH A LINE AND ME EX7EN5ION MERE011, 100.00 FEET SOUTH OF AND PARALLEL TO ME SOUM BOUNDARY OF ME LAND OESCRI80 IN OMCIAL RECORDS BOOK 293. PACE 257, A DISTANCE OF 994.54 FEET. THENCE NORM 8919JJ" EAST, ALONG A LINE PARALLEL 70 7HE SOUTH BOUNDARY UNE OF SA/O PARCEL OF LAND OESCRiBEV IN WRaAL RECORDS BODY 29J. PAGE 257, TO ME INTERSECTION WITH A LINE L)7NG 700 FEET EAST Or AND PARALLEL 70 THE EAST BOUNDARY LINE Or SAID PARCEL DESCRIBED IN OrF7C/AL RECORDS BODY 29J, PAGE 257, A DISTANCE Or 49.69 FEFIK THENCE NORM OOD758' NEST, ALONG SAID LINE AND THE EX7EiN5loN THEREOF L YING 70.0 FEET EAST OF THE EAST BOUNDARY of ME PROPERTY DESCRIBED IN SAID 0077OAL RECORDS BOOK 29J, PAGE 257, A DISTANCE OF SJ7,64 FEET TO A POINT ON A N(.W-TANGENT CURVE AND ME SOUTH RIGHT -Or -WAY LINE OE SoUTHNFST 2N0 57REET, THROUGH WHICH A RADIAL LINE BEARS NORTH JJ7404" NEST, SAID CURVE" BEING CONCAVE 70 INC NORMNEST, NAWNC A RADIUS Or 414.09 FEET,. THENCE NORMEASMPIL Y, ALONG THE ARC OF SAID CURVE., THROUGH A CENTRAL ANGLE Or 4772:T1 , ALONG ME SOUTH RIGHT--OF-WRY LINE Or SOUTHWEST 2N0 STREET TO THE /NIERSECRON wrH THE SOUTH RIGHT -OK -WAY LINE OF SOU", PARK STREET, AN ARC DISTANCE 0V J41. 19 FEET,• THENCE NORM 89 49JJ' EAST, ALONG ME SOUTH R=.'T-O-WA7 _,nE Cr'SU,: ,7: ,-A.:.,' S.!7C£; A „ ' ANa7 OrZJ sS FE I' IL ihE nr',2.:.iL'C7aN W,;: ,lye` NEST RICH T-OF- WAY LINE OF THE SEABOARD COAS21NE RAILROAD RIO4T-OF-WAY, MENCF SOUTH OOV905' EAST, DEPARONC SAID SOUTH UNE, ALONG THE WEST RIGHT-OF-WAY LINE Oc- THE SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY, A DISTANCE OF 1040. 16 FEET, THENCE NORM 8930'S5' EAST DEPAR7ING SAID WEST LINE ALONG ME SOUTH RICHT--O�-WAY LINE Or INC SEABOARD COASTLINE RIGHT-OF-WAY LINE OF ME SEABOARD COASRINE RIGHT-OF-WAY AND ME SOUTH LINE OF ME PROPERTY DESCRIBED /N OFFICIAL RECORDS BOOM' 46J, PACE 1488 A OSTiONCE Or 80.00 FEET To THE NORMIIEST CORNER OF INC PROPERTY DESCRIBED IN OMCIAL RECORDS BOON' 316, PACE 7436; THENCE SOUTH O7D9'05' EAST, OEPARRNG SAID SOUTH LINE, ALONG ME NEST LINE OF ME PROPERTY DESCRIBED IN OMOAL RECORDS BOOK 316, PACE 14J6, A DISTANCE OF 693.3J FEET TO ME NORM LINE OF THAT PARCEL DESCRIBED IN OrrlaAL RECORDS BOOK 452, PAGE 14J9, THENCE SCUM 89<847' WEST DEPARi7NG SAID NEST LINE, ALONG SAID NORM LINE. A OSTANGE Or SO.DO FEET TO ME NORTHNFST CORNEA Or THE PROPERTY DESCRIBED IN CL47«7AL RECORDS BOOK 452, PACE" 14J9THENCE SOUTH 0017905' EAST, ALONG THE WEST LINE Or SAID PARCEL DESCRIBED /N O RC/AL RECORDS BOOK 45? PACE 1439. A DISTANCE Or 7617 FEET 70 A POINT ON SAID NORM RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET AND THE POINT OF BEK7NNING. PROJECT SPECIFIC NO7E5.' 1) UNLESS SNONN OTHERINSE, ALL DIMENSIONS ARE OEED(0) AND MEA5UREO(Al' 2) SITE ADDRESS: SW 2ND STREET. J) PARCEL /0: 2-21-J7-J5-OA00-O0006-ODOR 4) F,IR.M. ZONE.. X- MAP NO. 12093CO460C. OATEO 7-16-15 5) MIS SURVEY IS NOT INTENDED TO DEPICT , VRISDICRQYAL AREAS OR OTHER AREAS OF LOCAL CONCERN 6) SURVFYOIP WAS NOT PROWDED WIN ANY 777LE INFORMA RON FOR THIS PARCEL. SURVEYOR ASSUMES NO RESPONSIBILI7y OR LIABILITY Fop THE ACCURACY OF EASEMENT DIMENSIONS SNOW HEREON, THERE NAY BE OTHER EASEMENTS OR RE57RICDONS MAT EFFECT THi5 PARCEL. 7) ME SURVEY DEPICTED HERE 15 NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. ADDIDONS OR DELETIONS TO SURVFY MAPS OR REPORTS BY OTHER THAN ME ypvlNG PARTY oR PARRES IS PROHIBITED w7nOUT NRIT7EN CONSENT Or ME SIGNING PARTY OR PARDES B) ME ELEVAOONS SHOWN ARE BASED ON ME NORM AMERICAN VERRCAL DATUM OF 198E (NAND 88). 9) BEARINC BASE.- ME NORM RIGHT-oF-WAY Or SW 61H STREET IS TAKE7N TO BEAR S 8946'47• W 10) DATE Or LAST FIELD SURVEY.- 04/25/79 PREIPARED FOR NE EXCLUSIVES OF NA VE)N Or REST INC w ee 9. ie E .e.+� t a'Pi t•tot o b o'tpl L[NorN a.[.[. iol ucNoyN ,.t..Cici h e. aYie' c eo "", .r.rw . i ev'. Y.a'w .e.idic: trios a pa ce.e [ va.t'hal OESTfAPnDW M7i 719/FY' /r GX LEGEND E I LC STANDARD NOTES: No —1, ai th, p.bic rePt.d+ fw a.n.rr,R « r.+vcn.p+ TRADEWINDS SURVEYING S RV CES, L BOUNDARY k o-s.t Iran R.d and Cap x49 LS 0920- ■-found CIA —N It'll alf.ct'nq the ,h..n .o+ pwtw— by tM ov..yw. TN. e,rv.Y d.Pk— h.n I. pr.perW •-sound Iron Ld (and Cpp) O-found Pip. (antl top) Iw .—d. No r.,pibuity li-lity i. o.+u W 200 S.N. 3td Avenue v P,cwa.iy tnm. partl., ... w by tM ABe ENIAI� Ns by�en.n n .p iRmny neh.d. Net .oitl ,it—t tE..ignowr. ma .meoow ..d .t nwap Okeechobee, FL 34974 mope µ 20. Mw. w. ne w.w. ab.,. wwnd .nAt . Tel: (663) 763-2887 me/w re.chw.— •r rr....,.,,: [ rtie. , rt, • l,ne.n. Na Pt1.mPt .w Ix improwmwl+ ll y) rt"rC�M[(riy, unawgw�d Fe,r (B63) 753-4342 - p �-.,• . pmwr:a and cmf— I, u[ .tmdwa. ". no- " w'� i'" c:i t-t�> a. pwt of tni+ r. Tni, ,,,t..y a w.p«w Mtn Mw[ wi: c wvr• �...., c....�� p1 proclk[ Iw pral...;,"I --, one —pw, R, wtr w � --I- sd-n, Tiwlda Email: kab.lwpa0yahoo.com �n[°infc_::F:�i°wn,.•.,,e�t�'t.Kcw.wwr. +d,nM-4 c— , O `MI,Fyv <.,..••. �� r.,,•.,."t c.•P+ r.,„ rn-ra„ .,.n.e nw- .i .,,�•....,..,, % l�•bai O..viw n6 Kenneth A Breaux. Jr. (PS 4B2o) LB B)197 NCl•'MI.nT. H,N+rl NOarN w awira bWv. o6 03/t9 350/25 DM -WA TOPOGRAPHICAL SURVEY SGtF 1 e a W[ ORAwRIG HUMBFR: 33211 SNM 1 DF Engineer's Report Haven of Rest Church City of Okeechobee, Florida Prepared September 2019 ENG11VttKING By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering, LLC Florida Certificate of Authorization No. 29206 1062 Jakes Way Okeechobee, FL 34974 48134 SLD Engineenng 1 Purpose: The purpose of this report is to provide the City of Okeechobee County and the SFWMD with the calculations and documentation to demonstrate that the revised surface water management system for the proposed project complies with applicable state and local water resource requirements. Proiect Description: This parcel is 10.18 acres in size and is located in Section 21, Township 37 South, Range 35 East. It is located in the City of Okeechobee, on the north side of SW 6' Street, 0.5 miles west of 441 S, on the following parcels (Parcel ID 2-21-37-35-OA00-00006-0000). The site is currently undeveloped and is used as an agricultural property. The site is mostly flat with a minor slope to the south where the water sheet flows into the City ditch on the north side of SW 61 Street. SW 6t' Street flows east to SW 7t` Avenue ditch that flow to the south to S-133 and into Lake Okeechobee. Proposed Use: This construction authorization request is to construct a 10,500 sf sanctuary facility with seating for 450 people and class rooms with associated parking and stormwater treatment. Other buildings are shown on the site plan for construction later. The storm water system will be sized to supply water quality and water attenuation for the project. Potable water will be provided by Okeechobee Utility Authority (OUA). Sanitary sewer will be served by a septic tank permit from the health department. Drainap-e Considerations: To attenuate the runoff generated by the proposed improvements and to meet water quality requirements, all drainage will be routed through a wet detention area. The wet detention area will be controlled at elevation 26.5 NAVD `88 which is above the bottom of the existing ditches to the south. This is the same control elevation for the proposed project to the west. This project will discharge as discussed above. Additionally, a perimeter berm will be constructed at an elevation to contain the 25-year, 3-day storm event on the site, around the perimeter of the project. The Soils Map for Okeechobee County indicates that this parcel's soils are made up of Immokalee Fine Sand and Myakka Fine Sand, which are both very poorly drained "D soil" in the natural state and high infiltration rate "A soil" to moderate infiltration rate "B soil" in the developed state. The site is located in the S-133 Basin. The proposed outfall for the project will be on the southwest side of the wet detention area into the north side of SW 6` Street ditch. This ditch flows east through the City ditch system that discharges into S-133 canal, which discharges directly into Lake Okeechobee. The allowable discharge for the S-133 Basin is 15.6 csm (cfs /sq. mile) for the 25 year 3 day event: Q = 15.6 csm / 640 acres/sq. mile x Project Area Q = 15.6 csm / 640 acres/sq. mile x 10.1 acres = 0.24 cfs A. Water Quality Water quality treatment is provided in the form of wet detention for the project. Since the proposed water quality system is wet detention, the volume required is 100% of the calculated volume, however since this project discharge into an impaired water basin and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume for a total water quality volume is 0.89 acre-feet. Based on the attached stage storage spreadsheet, the water quality volume (0.89 acre-feet) is met at elevation 28.39 NAVD '88 for the project. The total water quality volume provided by the project is 10.3 acre-feet at 30.7 NAVD '88. B. Water Quantity This project is located in the S-133 Basin which discharges ultimately into Lake Okeechobee. The allowable peak discharge rate in this basin is 15.6 csm. The allowable peak discharge rate for this project, based on the 2 25-year, 72-hour storm event was calculated to be 0.24 cfs. The actual maximum discharge rate for the 25- year, 72-hour storm event was calculated to be 0.437 cfs, however the system is discharging through a minimum 3" diameter bleeder. To demonstrate conformance to this criterion, the proposed project was flood - routed using AdICPR. The 10-year, 24 hour storm (5.0") w/ discharge, 25 year, 72 hour storm (9.0") w/ discharge, and the 100 year, 72 hour storm (10.0") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings is provided as follows: 10 Year, 24 Hr. Storm (5.0„) Peak Stage Peak Rate (ft-NAVD (cfs) '88) 25 Year, 72 hr. Storm Peak Stage Peak Rate (ft-NAVD (cfs) `88) Onsite 29.13 0.374 30.23 0.437 100 Year, 72 Hr. Storm (10.011) Peak Stage (ft- NAVD `88)) Off -Site Drainage: There is no apparent offsite drainage that flows into this site. 30.56 Nutrient Analysis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the Wet Detention system in order to meet the nutrient removal requirements. in addition, a nutrient analysis was completed using BMP Trains Model version 8.6, the results for the project indicate the treatment objectives are met. Flood Plain Analysis: According to FEMA Map 12093C0480C, this project is in Flood Zone X, which indicates a 0.2% Annual Chance of Flood Hazard. Construction Recommendations: Runoff and/or any water generated by short-term dewatering during construction will be contained on -site. However, there is some potential for transport of sediment to off -site areas should heavy rainfall occur. In order to reduce the potential of any off -site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence around the proposed construction and upstream of the existing control structure until site work has been completed and the site has been stabilized. Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off -site and should have no impact on off -site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off -site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. j �JsiS Sw 2nd St_ r.. i r. t W a + � ..4�� '' {fin �4 t� j .• .� j M•f''� jsr . �. ' i F .�,Y•.yv{ A t . -� � � ••� i�t � ,� "�9 a . •„ 1 * ,�. zr$� >i3Sw 5th St �{ARM�' k♦ Sa r w n: � .� �6 t�hs�'T LC•..�Y' L. ...T b f� '�'p` y�..��„���• �y,-} , ,r�yP "�. ,� � � *: .� S� by ,'X: .i� jl��,,(� "¢ x a -'d'a` 'r�` �� •a+n. ..e •' i w-;4's •;. � .�.i i'•'! f. `Yt� � sF ti. at i�VYM ' .� � Y Ya4't ti � b t• P '••ty � r F�_�� ' $W6th St r '� ■ •� ° , , � " n Qt�l `�� (nl 1::/+.s � �0��[diS 'Q I II I I] .. F -- �t t 9 MAPLEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons A . Soil Map Unit Lines 0 Soil Map Unit Points Special Point Features {a Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow ^ Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot = Severely Eroded Spot Sinkhole Slide or Slip o, Sodic Spot Soil Map —Okeechobee County, Florida - Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation r, Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 15, Sep 17, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. usDn Natural Resources Web Soil Survey 8/13/2019 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map —Okeechobee County, Florida Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 11 Immokalee fine sand, 0 to 2 percent slopes 6.9 57.3% 14 Myakka fine sand, 0 to 2 percent slopes 5.1 42.7% Totals for Area of Interest 12.0 100.0% usum Natural Resources Web Soil Survey 8/13/2019 iift Conservation Service National Cooperative Soil Survey Page 3 of 3 2.r 14'31'N 27' 14' 15' N 3 Hydrologic Soil Group —Okeechobee County, Florida s b m � 27" 1437' N o_ I 3 ; to a Map Sole: 1:3,320 f printed on A portrait (S.S' x 11") sheet. N o 45 90 180 270 Melers - Feet 0 0 150 300 am 90 A Map projection: Web Mercator Comer coordinates: WGS84 Edge lib: UM Zone 17N WGS84 USDA Natural Resources Web Soil Survey 8/13/2019 Conservation Service National Cooperative Soil Survey Page 1 of 4 Hydrologic Soil Group— Okeechobee County, Florida MAPLEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons 0 A 0 A/D Q 8 0 B/D 0 C 0 C/D 0 D Q Not rated or not available Soil Rating Lines A A/D f,r B ..r B/D . C f . C/D D Not rated or not available Soil Rating Points 0 A p A/D 0 B B/D C p C/D p D Not rated or not available Water Features Streams and Canals Transportation ., Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Okeechobee County, Florida Survey Area Data: Version 15, Sep 17, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015—Mar 21, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. L sw, Natural Resources Web Soil Survey 8/13/2019 Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group —Okeechobee County, Florida Hydrologic Soil Group Map unit symbol Map unit name I Rating Acres In AOI Percent of AOI 11 Immokalee fine sand, 0 1 B/D 6.9 57.3% to 2 percent slopes �14 Myakka fine sand, 0 to 2 A/D 5.1 42.7% percent slopes Totals for Area of Interest 12.0 100.0% j Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition usDN Natural Resources Web Soil Survey 8/13/2019 i Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group —Okeechobee County, Florida Component Percent Cutoff., None Specified Tie -break Rule: Higher Lscm Natural Resources Web Soil Survey 8/13/2019 Conservation Service National Cooperative Soil Survey Page 4 of 4 ,x nw�wruR ux lr1 R U.S. Fish and Wildlife Service National Wetlands Inventor 2018-022 rw, R40 _.z;l �i 4. p `ter+ i a+ ` t• � '�j grR3 e f 1:11,304 0 0.075 0.15 0.3 mi 1, , , , 11 t • t �� 0 0,15 0.3 0.6 km August 13, 2019 Wetlands Estuarine and Marine Deepwater E] Estuarine and Marine Wetland tqpa �4 1 t_ZZ8, M t !1 f 1? $ + ? Ua 1 Rllo 8 sland S[rpport Tea This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should Freshwater Emergent Wetland Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site. Freshwater Forested/Shrub Wetland Other Freshwater Pond Riverine National Wetlands Inventory (NWI) This page was produced by the NWl mapper National Flood Hazard Layer FIRMetteMa r _., t ► �>� -mar. �IF w F� ka Ilk A ! 44 IP tM *, P... k ♦ nr. ... t � i .x 4 _._. � +.."_ � rn� ,�, ,�.A. i ,1-'(t,Ki�C(�11���13Cr•4 � �. IF11,111 II:IAL FLOC7D HA7ARE, '" s It e *mow a Its * s At cc aI .. ism fe m The National Map: Orthoimagery. Data refreshed April, 2019. � ,� �USGS Feet 1.6.000 27'14'5.14"N U 25u 5UU 1,000 1,500 2,000 Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) Zone A, V, A99 SPECIAL FLOOD With BFE or Depth zone AE, AD, AN, VE, AR HAZARD AREAS Regulatory Floodway )THEIR AREAS OF FLOOD HAZARD 0.2%Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile z—, Future Conditions 1%Annual -- Chance Flood Hazard z Area with Reduced Flood Risk due to Levee. See Notes. -- Area with Flood Risk due to Leveez�„ 0 SCREEN Area of Minimal Flood Hazard Z < C� Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard ze/,e D GENERAL ---- Channel, Culvert, or Storm Sewer STRUCTURES I i I I Levee, Dike, or Floodwal a 20'2 Cross Sections with 1%Annual Chance tT•s Water Surface Elevation °o- — — Coastal Transect —513,,.._. Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary — --- Coastal Transect Baseline OTHER _ Profile Baseline FEATURES _ Hydrographic Feature Digital Data Available N No Digital Data Available MAP PANELS Unmapped The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information Is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Haven of Rest Church No. 2018-022 Drainage Calculations Basin Information For: HavCu of Resr Church Total Basin Area = 6u ac Wetland - - ,r.uu ac Floodplam Compensation u.mr ac Total Basin Area (water quality) _ -..5u ac Impervious Area RooRmeBldg = u.96 ac Wetland Buffer = u.uti ac Roads = u.Uii ac Lot Pavement/Sidewalk I.uU ac Total Impervious Area = 1.96 ac Pervious Area Wet Detention = r.�U ac Green = o.ta ac Total Pervious Area = 7.54 ac Percent Impervious = 207% Adjusted Sod Storage = 1 90 in Calculated SCS Curve Number = Time of Concentration = 1000 min Water Quality Calculation I" x Total Area = 079 ac-ft Runoff from 2.5"x % net Impervious - SFWMD criteria = 0.23 ac-ft Required Water Quality Volume = 0.79 ac-ft Staee Storaee Calculations for Basin Haven of Rest Church Land use Category Storage Type Area ac. From Elev. To Elev. Cumulative Sta a -Story a ac-ft 26.50 27.00 27.50 28.00 28.50 29.00 29.50 1 30.00 30.50 31.00 1 31.50 Wet Detention Vertical 0.95 27.5U 0001 0.00 000 0.47 095 142 1.90 1 2.37 285 3.321 3.80 Wet Detention Banks Linear U.2G 27.50 :JU 0001 0.00 0.00 0.01 0,05 0.12 0211 0.33 046 0.59 072 Building Vertical 0.96 34.Uu 000 0.00 000 000 0.00 0,00 0.00 0.00 0.00 000 0.00 Pavement Linear 1.00 306u 0.00 0.00 0.00 000 000 0.00 0.00 0.00 0.00 0.13 0,50 Green Linear 624 3U.uU 000 0.00 0.00 000 0.00 000 0.00 0.00 1,56 4.68 7.79 Torah 9.41 Totals: 0.00 0.001 0.001 0.491 1.001 1.541 2.11 2.701 4.861 8.71 12.81 9/102019 F. V018-022 Haven of Rest Chu1ch\04-Ca1cst201 B-022 site info 20190905.xis Haven of Rest, Church Facility, City of Okeechobee, FL Input Report for AdICPR Model Basins Name: Onsite Node: Onsite Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 9.500 Time Shift(hrs): 0.00 Curve Number: 76.00 Max Allowable Q(cfs): 999999.000 DCIA(%): 0.00 Nodes Name: Offsite Base Flow(cfs): 0.000 Group: BASE Type: Time/Stage Time(hrs) Stage(ft) 0.00 25.500 72.00 27.000 125.00 25.500 500.00 25.500 -------------------------------------------------------- Name: Onsite Base Flow(cfs): 0.000 Group: BASE Type: Stage/Volume Stage(ft) Volume (af) 26.500 0.0000 28.000 0.4900 28.500 1.0000 29.000 1.5400 29.500 2.1100 30.000 2.7000 30.500 4.8600 31.000 8.7100 31.500 12.8100 Drop Structures Name: CS-1 Group: BASE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert(ft): 25.500 Manning's N: 0.025000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: Onsite To Node: Offsite DOWNSTREAM Circular 18.00 18.00 25.500 0.025000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 2 for Drop Structure CS-1 *** Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Span(in): 36.00 Rise(in): 54.00 *** Weir 2 of 2 for Drop Structure CS-1 *** Init Stage(ft): 25.500 Warn Stage(ft): 27.500 ---------------------- Init Stage(ft): 26.500 Warn Stage(ft): 30.000 Length(ft): 100.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: None Entrance Loss Coef:' 0.500 Exit Loss Coef: 0.900 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 30.250 Control Elev(ft): 30.250 TABLE Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 4 Haven of Rest, Church Facility, City of Okeechobee, FL Input Report for AdICPR Model Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Span (in) : 3.00 Rise(in): 3.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 26.500 Control Elev(ft): 26.500 Weirs Name: Group: BASE Flow: Both Type: Horizontal Span(in): 0.00 Rise(in): 0.00 Invert(ft): 0.000 Control Elevation(ft): 0.000 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 From Node: To Node: Count: 1 Geometry: Circular TABLE TABLE Hydrology Simulations Name: 100YR3D Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\1OCYR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) --------------- --------------- 50.000 10.00 100.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 10YRID Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) -------------- -------------- 10.000 10.00 24.000 5.00 100.000 10.00 ---------------------------------------------------------------------------------------------------- Name: 10YR3D Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\1OYR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 7.00 Time(hrs) Print Inc(min) ------------------------------ 50.000 10.00 100.000 5.00 400.000 10.00 ---------------------------------------------------------------------------------------------------- Name: 25YR3D Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 4 Haven of Rest, Church Facility, City of Okeechobee, FL Input Report for AdICPR Model ------------------ 50.000 10.00 100.000 5.00 400.000 10.00 ------------------------------------------------------------------------- ----------------- ___= Routing Simulations ______________________________________________ ------------- Name: 100YR3D Hydrology Sim: 100YR3D Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\100YR3D.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ---------- ------ 50.000 15.000 100.000 5.000 Group Run --------------- ----- BASE Yes ----------------- -----Y--------------------------------------------------- Name: 10YRlD Hydrology Sim: 10YRlD Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\10YR1D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 100.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ------------- 10.000 15.000 24.000 5.000 100.000 15.000 Group Run --------------- ----- BASE Yes ---------- ------Y------------------------------------------------------------- Name: 10YR3D Hydrology Sim: 10YR3D Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\10YR3D.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 400.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 100.000 5.000 400.000 10.000 Group Run BASE Yes ---- -Y---------------------------------------------------------- Name: 25YR3D Hydrology Sim: 25YR3D Filename: F:\2018-022 Haven of Rest Church\04-Calcs\2018-022 ICPR\sims\25YR3D.I32 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 3 of 4 Haven of Rest, Church Facility, City of Okeechobee, FL Input Report for AdICPR Model Execute: No Restart: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Patch: No Delta Z Factor: 0.00500 End Time(hrs): 400.00 Max Calc Time(sec): 60.0000 Boundary Flows: Time(hrs) Print Inc(min) ------------------------------ 50.000 15.000 100.000 5.000 400.000 10.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------- Name: WQ Hydrology Sim: Filename: F:\2018-022 Haven of Rest ChurchN04-Calcs\2018-022 ICPR\Sims\WQ.I32 Execute: No Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 24.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) --------------- Print Inc(min) --------------- 999.000 15.000 Group Run --------------- BASE ----- Yes Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 4 of 4 Haven of Rest, Church Facility, City of Okeechobee, FL Basin Summary Report for AdICPR Model Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 9.500 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 36.959 Runoff Volume (in): 3.004 Runoff Volume (ft3): 241538.767 -------------------------------------------------------------------------------- Basin Name: Onsite Group Name: BASE Simulation: 10YR1D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 9.500 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (%): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 16.940 Runoff Volume (in): 2.535 Runoff Volume (ft3): 87407.550 Basin Name: Onsite Group Name: BASE Simulation: 10YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 7.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 9.500 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (%): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 23.594 Runoff Volume (in): 4.256 Runoff Volume (ft3): 146762.495 Basin Name: Onsite Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of 2 Haven of Rest, Church Facility, City of Okeechobee, FL Basin Summary Report for AdICPR Model Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 9.500 Vol of Unit Hyd (in): 1.000 Curve Number: 76.000 DCIA (t): 0.000 Time Max (hrs) : 60.02 Flow Max (cfs): 32.509 Runoff Volume (in): 6.074 Runoff Volume (ft3): 209446.785 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 2 Haven of Rest, Church Facility, City of Okeechobee, FL Node Maximum Report for AdICPR Model Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Offsite BASE 100YR3D 72.00 27.000 27.500 -0.0005 0 0.00 0.000 0.00 0.000 Onsite BASE 100YR3D 73.00 30.558 30.000 0.0050 271529 60.00 36.771 0.00 0.000 Offsite BASE 10YR1D 71.99 27.000 27.500 -0.0005 0 24.02 0.374 0.00 0.000 Onsite BASE 10YRlD 24.02 29.131 30.000 0.0050 48923 12.08 16.553 24.02 0.374 Offsite BASE 10YR3D 72.00 21.000 21.500 -0.0005 0 85.25 0.401 0.00 0.000 Onsite BASE 10YR3D 72.12 29.821 30.000 0.0050 95037 60.00 23.458 85.25 0.401 Offsite BASE 25YR3D 71.99 21.000 27.500 -0.0005 0 90.94 0.437 0.00 0.000 Onsite BASE 25YR3D 72.16 30.230 30.000 0.0050 185224 60.00 32.345 90.94 0.437 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of 1 Haven of Rest, Church Facility, City of Okeechobee, FL Link Maximum Report for AdICPR Model Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft CS-1 BASE 100YR3D 0.00 0.000 0.000 0.00 0.000 0.00 0.000 CS-1 BASE 10YRlD 24.02 0.374 0.001 24.02 29.131 71.99 27.000 CS-1 BASE 10YR3D 85.25 0.401 -0.001 72.12 29.821 72.00 27.000 CS-1 BASE 25YR3D 90.94 0.437 -0.001 72.16 30.230 71.99 27.000 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page I of 1 GENERAL SITE INFORMATION: V 8.6 GO TO INTRODUCTI( Select the appropriate Meteorological Zone, input the appropriate Mean Annual Rainfall amount and select the type of analysis Ha CLICK ON CELL BELOW T Meteorological Zone (Please use zone map): Zone 2 Mean Annual Rainfall (Please use rainfall map): 51.00 linches CLICK ON CELL BELOW T Type of analysis: Net improvemer Treatment efficiency (N. P) (ex 80 70 (no decimal points) use only for specified removal efficiency): Select the STORMWATER TREATMENT ANALYSIS Button below to begin analyzing the effectiveness of Best Management Practices. STORMWATER TREATMENT ANALYSIS T Systems available for analysis: mar Retention Basin with option for calculating effluent concentration Wet Detention Exfiltration Trench Pervious Pavement Stormwater Harvesting Biofiltration Greenroof ►, E r� t l Rainwater Harvesting RESET INPUT T FOR Managed Aquatic Plants Detention 9� V br V z f� Vegetated Natural Buffer STORMWATER Vegetated Filter Strip Swale TREATMENT Rain Garden Tree Well Lined reuse pond ANALYSIS User Defined BMP WATERSHED CHARACTERISTICS V 8.6 I GO TO STORMWATER TI SELECT CATCHMENT CONFIGURATION 9/10/2019 .ommgnng, the on -site catcnment must De upstream. I ne Delay is only for retention t be used in hours as measured by the time of concentration at a one inch/hour rain Delay [hrs] CATC max delav ='15 hrs Pre -development land use: with default EMCs Post -development land use: with default EMCs Total pre -development catchment area: Total post -development catchment or for BMP analysis Pre -development Non DCIA CN: Pre -development DCIA percentage: Post -development Non DCIA CN: Post -development DCIA percentage: Estimated BMP Area (No loadina from this areal CATCHMENT NO.2 NAME: Pre-development land use: PLEASE SELECT LAND USE: with default EMCs CLICK ON CELL BELOW TO SELECT Post -development land use: I PLEASE SELECT LAND USE: with default EMCs Total pre -development catchment area: Total post -development catchment or BMP analysis area Pre -development Non DCIA CN: Pre -development DCIA percentage: Post -development Non DCIA CN: Post -development DCIA percentage: Estimated BMP Area (No loading from this area) CLICK ON CELL BELOW TO SEL A - Single C HMENT NOA NAME: Dry Detention CLICK ON CELL BELOW TO SELECT Agricultural -General: TN=2.800 TP=0.487 CLICK ON CELL BELOW TO SELECT Low -Intensity Commercial: TN=1.13 TP=0.188 9.500 AC E 00 AC 85. 0 0.0 00 % 0.001 % AC AC AC COM INGLIN( EGO STORMWATER TREATMENT ANALYSIS: V 8.6 GO TO GENER, If not done, specify pre- and post -development watershed characteristics. GO TO WATERSHED CHARACTERISTICS Total Required Treatment Efficiency: Required Treatment Eff (Nitrogen): % Required Treatment Eff (Phosphorus): % Select one of the BMPs below to analyze of RETENTION BASIN WET DETENTION I EXFILTRATION TRI PERVIOUS STORMWATER FILTRATION PAVEMENT HARVESTING RAINWATER LINED REUSE POGREENROOF HARVESTING UNDERDRAIN IN VEGETATED VEGETATED FILTER TREE WELL NATURAL BUFFER STRIP CATCHMENTS AND TREATMENT SURFACE DISCHARGE SUMMARY V 8.6 CALCULATION METHODS: 1. The effectiveness of each BMP in a single catchment is converted to an equivalent capture volume. 2. Certain BMP treatment train combinations have not been evaluated and in practice they are at this time not used, an example is a greenroof following a tree well. 3. Wet detention is last when used in a single catchment with other BMPs, except when followed by filtration PROJECT TITLE , „_ _; !—, Optional Identification Dry Detention Catchment 2 Catchment 3 Catchment 4 BMP Name BMP Name BMP Name • • • • Surface Water Discharge Summary Performance of Entire Watershed Catchment Configuration z;myiC a[CluuCnt Treatment Objectives or Target for 9/10/2019 Nitrogen Pre Load (kg/yr) BMPTRAINS MODEL Phosphorus Pre Load (kg/yr) 8r Nitrogen Post Load (kg/yr) / 1 L Phosphorus Post Load (kg/yr) Target Load Reduction (N) % Target Load Reduction (P) % Target Discharge Load, N (kg/yr) Target Discharge Load, P (kg/yr) Provided Overall Efficiency, N (%): Provided Overall Efficiency, P (%): Discharged Load, N (kg/yr & lb/yr): Discharged Load, P (kg/yr & Ib/yr): Load Removed, N (kg/yr & Ib/yr): Load Removed, P (kglyr & Iblyr): I I I 1 (x4W il i..av-,vLt-kIING- August 31, 2020 City of Okeechobee 55 SE Yd Avenue Okeechobee, FL 34974 Subject: Haven of Rest Traffic Statement Dear Reviewer: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to construct a church facility on vacant agricultural land. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (81 Edition). The results indicate the proposed 42,000 sf church (ITE code 560) generates 383 total trips with 23 peak hour weekday trips PM with 1 I being in and 12 being out. These numbers are based on weekday traffic. The main traffic will be on Sunday during off peak hours and will not overburden local streets. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering Steven L. Dobbs, P. E. President CC: Tom Velie File 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com Instructions: Trip Generation Rates from the 8th Edition ITE Trip Generation Report Enter Numbers into the "Expected Units" NA: Not Available KSF' Units of 1,000 square feet in the Corresponding Yellow Column DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Expected Units Rate Weekday PM Peak % PM % PM (independent Calculated PM Peak Description / ITE Code Units Daily Traffic Period Rate In Out variable) Dail Trips Trips -Total PM In PM Out Notes Resort Hotel 330 Resort Hotel 330 Occ. Room Rooms 13.43 0.49 43 % 57 % 0 0 NA NA Dail Rate for Saturday, CityPark 411 Prcinic Sites NA 5.87 0.42 NA 43 % NA 57%1 NA 0 0 NA NA County Park 412 Acres 2.28 0.06 41 % 59 % 0 0 NA NA NA Slate Park 413 Picnic Sites 9.95 0.65 43% 57 % 0 0 0 NA NA NA NA State Park 413 Employees NA 4.67 43 % 57 % 0 0 NA NA Water Slide Park 414 Parkin Spam 2.27 NA NA NA 0 Beach Park 415 Acres Acres 29.81 74.38 1.30 0.39 29% NA 71% NA 0 0 NA 0 0 NA NA NA NA NA Caution- Only1 Study. Cam round/RV Park 416 Regional Park 417 Picnic Sites 61.82 9.60 41 % 59 % 0 NA Caution -tint 1 Study. Regional Park 417 Em to ees 79.77 10.26 45% 55% 0 0 NA NA Peak Hour is PM Peak Hour. National Monument 418 Employees 31.05 5.58 NA NAI 0 0 0 NA NA NA NA Peak Hour is PM Peak Hour. Marina 420 Golf Course 430 Berths Employees 2.96 0.19 60% 40%1 0 0 NA NA Caution- Only 2 Studies 20.52 1.48 48 % 52 % 0 0 NA NA Golf Course 430 Holes 35.74 2.78 45% 55 % 0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33% 67 % 0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45% 55% 0 0 NA NA Caution- Only 2 Studies. Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA Live Theater 441 Seats NA 0.02 50% 50 % 0 0 NA NA NA Caution- Only 1 study. Movie Theater w/o matinee 443 KSF 78.06 6.16 94 % 6% 0 0 NA NA Caution -Only 1 Study. Movie Theater w/o matinee 443 Movie Screens 220.00 24.00 41 % 59 % 0 0 NA NA Movie Theater w/o matinee 443 Seats 1.76 0.07 75% 25% 0 0 NA NA Peak Hour is PM Peak Hour. Movie Theater w/o matinee 443 Em to ees 53.12 4.26 NA NA 0 0 NA NA Movie Theater w/ matinee 444 KSF NA 3.80 64% 36%1 0 0 NA NA Caution- Only 1 Study, Movie Theater w/ matinee 444 Movie Screens 153.33 20.22 40 % 60%1 0 0 NA NA Movie Theater w/ matinee 444 Seats NA 0.14 53% 47% 0 0 NA NA Horse Track 452 Employees 2.60 NA 50% 50%1 0 NA NA NA Dog Track 454 Attendees 1.09 0 13 66% 3,4%1 0 0 NA NA Arena 460 Employees 10.00 NAl 50% 50% 0 NA NA NA Ice Rink 465 Seals 1.26 0.12 NA NAl 0 0 NA NA Caution- Only 1 Study. CasinorVideo Lottery Establishment 473 KSF NA 13.43 56% 44%1 0 1 0 NA NA Amusement Park 480 Employees 8.33 0.50 61 % 39%1 0 0 NA NA Zoo 481 Acres 114.88 NA 50% 50%1 0 NA NA NA Zoo 481 Employees 23.93 NA 50% 50%1 NA NA NA Tennis Courts 490 Courts 31.04 3.88 NA NA 0 0 NA NA Tennis Courts 490 Em lo ees 66.67 5.67 NA NAl 0 0 NA NA Racquet Club 491 Courts 38.70 3.35 NA NAl 0 0 NA NA Racquet Club 491 KSF 14.03 1.06 NA NAI 0 0 NA NA Rac uet Club 491 Em to ees 45.71 4.95 NA NA 0 0 NA NA Health Club 492 KSF 32.93 3.53 57% 43%1 0 0 NA NA Caution- Only 1 Study Bowling Alley 494 KSF 33.33 3.54 35% 65%1 0 1 0 NA NA Caution- Only 1 Study. Recreational Con. Center 495 KSF 22.88 1.45 37% 63%1 0 0 NA NA Caution- 1 study. Recreational Com. Center 495 Employees 27.25 3.16 44% 56 % 0 0 NA NA militaryBase 501 Employees 1.78 0.39 NA NA 0 0 NA NA ElementarySchool 520 Students 1.29 0.15 49% 51% 0 0 NA NA Peak Hour is PM Peak Hour. Elementary School 520 KSF 15.43 1.21 45% 55%1 0 0 NA NA E_Iementary School 520 Employees 15.71 1.81 49% 51 % 0 0 NA NA Private School K-12 536 Students 2.48 0.17 43% 57% 0 0 NA NA Caution- Only2 studies. Middle/ JR. High School 522 Students 1.62 0A6 49% 51% 0 0 NA NA Middle/ JR. High School 522 KSF 13.78 1.19 52% 48%1 0 NA NA HI h School 530 Students 1.71 0.13 47% 53%1 0 0 NA NA High School 530 KSF 12.89 0.97 54% 46% 0 0 NA NA High School 530 Employees 19.74 1.55 54% 46% 0 0 NA NA Junior/ Comm. College 540 Students 1.20 0.12 64% 36% 0 0 NA NA Junior/Comm. College 540 KSF 27.49 2.54 58% 42% 0 0 NA NA Junior/Comm. College 540 Employees 15.55 1.39 58% 42% 0 0 NA NA Universit /Colle a 550 IStudents 2.38 0.21 30% 70% 0 0 NA NA Universil /Colle a 550 Em b ees 9.13 0.88 29% 71% 0 0 NA NA Church 560 KSF 9.11 0.55 48% 52% 42.0 383 23 11 12 For Weekday Synagogue 561 KSF 10.64 1.69 47 % 53% 1 0 1 0 NA NA Caution- Only 1 Study. P,O,—Name Haven d Real CNurdr Owner Name 0— Address'. 32601 19—y 441N. Lm 2". Okeeclweea, FL 34972 Owner PIMA: 1163-07-1824 En —, N.— Steven L DobW Eng—.V. LLC Engineer Addreu 1062 Jakes Way. OkewWbee. FL 34974 E� ,=Phone 963A24.7644 ArM�lecl Name WA AmNIM Address'. ArHinM Plime PWnraa Name WA Planner AOd,— PWmNa PI— Fu Lar Use. MUIM." Z-9 Mu.Aapuly Mn L. WqN. 100.a n Proposed M Wq 190.0 n Mn Ld We 4.356.0 el ProposedM we 413,8200 al PiopI SWe 413.820 SF Td.l DAellug Uwde 0 - 42.000 31 Mwch laeilltros SelDacks Front Rep 40 P—Ided 250 W.5q Rep 50 P"' ad 50 E. Sqe Rep 25 Provided 65 Rear Raq 50 Pmvged 85 Pamig AWl0lorkim 1 space px 3 Seals Seakrg Cepauly 450 9— V Reguved Parking IN spce as HaMcapped Parking 1 space per every 25 spaces rrrwnum 1 Rep_ H--piled Parkeg 8 Hanicapped PaM'ug Pmvided 6 Total Parking Required 1S) Parkkg Provged 1M Maximum paI*'N requne0 for auditorium se N as mere will never ce more ". one evem taking plate • pna lime. Coverage Residential Allowed 30% P,p d 10% Impervious Mee Atlow W Irrpwvious Are.. 25% Proposed ISR 2 1 % DESCRIPT70N THE £AST IO.N ACRES CY THAT PARCEL LY LAND DESCRIBED N LYF/C/AL RCCdfDS BOOK 500. PAGE 754, PUBLIC RECORDS OF DKEFCHOREE COUNTY. FLO%DA LTWO NORTH OF SOUNNEST 67H STREET AND SOUTH LX SOUR/ PARK STREET N SfCTIOV 71. TONNSH/P 37 SOUTH RANGY M EAST, CM7CCHCBCf COUNTY, FLORID& BEND MORE PARITaXARL Y DESCRIBED AS FOLLOWS BEONN/NC A 7 A PANT LW THE NORTH R/GN7-CAL-WAY LINE LY SIX/IHNE57 67H STREET, SAO PANT BEING 7HE SdNNME57 CORNER a INA7 PARCEL OF LAND OESONBCD N OF/CAL RECORDS BOOK 457. PAGE 74J9 THENCE SOUTH 89*BY7" REST, ALONG THE NORTH RMWI--OF-WAY /JNE LY SOUTHI EST SIN STREET, A DIS7ANCi CY IBA IJ FEET, THENCE NORM OOL7905" REST DEPARTING SAO NORTH WW. ALONG A ONE PARALLEL 70 THE NESIERLY R/GN7-CL—WAY 1I1E OF THE SCABOARO COASTLINE RAKROAO AS LOCATED ALONG ITT CAST BOUNDARY CY THE PARCEL OF LAND OESCR/BED /N OF77CAL RECORDS BOOK. PACE 734, 70 THE d7ER.SECRCW WIN A LINE AND THE 'X7TN9LW NERLor, 1CIo.00 FEET SOUTH Oc AND PARALLEL TO INC SOUTH BOUNDARY O' THE LAND OESCRIBED W OFFICIAL RECY1P05 BCYIA' 79J RACY 737, A dSTANLY CY 994.54 FfET, INENOS NORTH 8919;TJ" EAST, ALONG A L/N£ PARALLEL TO THE SOUTH BOUNDARY LAVE OY SAID PARCEL or LAND DESCRIBED N OFFVAL RECORDS 80 K 79J PAGE 757, 70 TH£ WTERSECRON WIN A LINE LONG 70.0 FEET EAST Or AND PARALLEL TO THE EAST BOUNDARY LBW OF SAO PARCEL OESCA/BED /N O77CAL RECORDS BOOM 19J, PA[ , 757, A DISTANCE OF 49.59 fEEI,- THENCE NORTH 00177;56" REST, ALONG SAID LAVE AND THE fX7FN5OV 7HfRELF L HWG 700 FFE7 EAST OF TIE EAST BOUNDARY LF 7Nf PRCPER7Y DESCRIBED IN SAID OFFICIAL RECORDS BOOK 79J PAGE 15Z A DISTANCE OF 537.64 FEET TO A PCYNI ON A NON -TANGENT CURS£ AND T E SOUTH R/CH7-CIF-WAY L9W OF SOVINI EST 2AV S7RE£T, THROUGH NWCH A RApK LINE BEARS NORTH 337404" NEST, SAID CURW BENG CCWCAW TD THE NCRTNNES7. NA MNG A RAOR/S Of 414. 09 FFET,- THENCE NOR7NEASIFRL Y, AL LNG THE ARC O' SAID CURPE, THROUGH A CENTRAL ANGLE CF a777'Jl', ALONG THE SOUTH R/6NT--LF-WAY L/NE LF Sd/7NNEST ZNO STREET 7D 7NE NIERSECBOV IRTN 77T SO/7H R/GI7-CY-WAY LNE OF SOUTH PARK STREET AN ARC DISTANCE Cr JIT.19 FEET IHfNLE NORTH B9V9:TJ" EASE, ALCWG RW SOUTH R/GN7--Or-WAY LIE OF SOUTH PARK STREET, A DI57ANCE CF 7J95 FEET TO F E NTFRSECPaV WIN ITT NEST R/G17-Cr- WAY LME OF 77E SEABOARD CO4S7LNE RAALROAD R/GN7-CIF-WAY !HENCE OWN OO D905" EAST, OEPAR7WG S41D SOUTH LAE, ALONG THE HEST R/GNT--d'-WAY LNC CF TIE SEABOARD COASR/NC RAILROAD R/GUT-CIF-WAY A DISTANCE CF 1040. 16 FEET INENCE NORTH B93OSS' EAST DEPARTING SAID NEST LWE ALONG WE SOUTH R/ONT-CIF-WAY LIE CF NNE SEABOARD COASALAKI RICHr-CIF-WAY LME OF THE SEABOARD C'OASTWT RIGH7-CY-WAY ANO IFE SOUTH LIE a'7HE PROPERTY DESCRIBED N OFFICIAL RECORDS BOOM' 46.T PAGE I4M A DISTANCE LF 80.00 FEET TO THE NORNNES7 CORNER Or THE PROPERTY DESCRIBED N O CIAO RECORDS BOTH' 316. PACT 1436,' RIENCE SOUTH DOO905" EAST, DEPARTWC SAO SOUTH ONE. Atow THE HEST L/NE Or THE PROPERTY DESCRIBED IN Q71CIAL RECORDS 80 K J16, PAGE 1436, A DISTANCE OF 69JJJ fEEI TO WE NORTH ONE OF THAT PARLEY D£SCMBFD N CMPOAL RECORDS BOCK 457, PACT I4J9,' IMNCT SOUTH B94B47' HEST, OEPARRNG SAND NEST LNE AL CWG SAID NORTH UnE A DISTANCE a' So OI FEET TO THE NORNRES7 ORA'ER a 77W PROPERTY CESCR7BED IN O CIAL RECORDS BOCK 45Z PAGE 1439, THENCE SOUTH O)D905" EAST, ALONG THE NEST LINE CF SAO PARCEL Of -SCRIBED /N O77CIAL RECORDS BOOK 457, PAGE I4J9 A DISTANCE OF 76.17 FEET TD A POINT ON SAID NORTH R/GH7-Cr-WAY UA'E Lr SOY/WNEST 6W STREET AND RT POINT OF BELWN/NG PR0.FCT SPEC.IE/C NOTES 1J UNLESS SHOW 0NERNWSE, ALL DIMENSIONS ARE OCED(D) AND MEASUREO(M). 7J S7E ADDRESS SW TND SWEET _,IPARCEL 07-7I-J7-J5-0A00-00006-COOT. 4) FARM. ZONE: 7X' MAP NO. 12093CO48M DATED 7-16-I5 5) TIPS SURPEY IS NOT WMAVED TO DEPICT AMSO/CRONAL AREAS OR OWCR AREAS Or LOCAL CONCERN 5) SURWYOR WAS NOT PRONDED MIN ANY ORE NFORMA 7/aV FOR THIS PARCEL. SORWYOR ASSUMES NO RESPOIS/B/L/7Y OR L/ABA/7Y FOR THE ACCURACY OF EASEMENT dMENAOVS SHOW HEREON, THERE MAY BE OWER EASEMENTS OR RESTMCTIDVS THAT EFFECT 7/NS PARCEL. 7) 7FE SUR'rY OEMC7F0 HERE IS NOT' CYTIIERED BY PROF-SWOVAL L/AB817Y NSURANCE ADDITIONS OR DELETIONS TV SURICY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROH072ED WTHOUT MMITEN CONSENT OF THE SIGNING PARTY OR PARTIES B) THE. ELEVARCNS SHOW ARE BASED ON THE NORTH AMER/CAN WR77CAL DATUM OF 1988 (NAW BB). 9) BEARWG BASE..- THE NORTH MONT-Lr-WAY Or SW 6W STREET d TAKEN TO BEAR S 891B'47" W To) DATE OF LAST FIELD SURWY 04115119. TRADEWINDS SURVEYORS aW S.M.A—w Oka.c6PWa, FL U04 Td: (ee8) Tea -Beat Pu: (eed) Tea-454Y Email: k4D.lepa•T.kw.cem X4aw1M A. Muaa, h. (TO 4"o) Construction Plans Haven of Rest Church Proposed Site Development Steven L, Dobbs Engineering, LL C Consulting Engineers 1062 Jakes Way - Okeechobee, FL 34974 Phone: (863) 824-7644 C' . )_ N f_ C. P] 7 N C7 FLORIDA CERTIFICATE OF M/TNORIIATION NPO110"M Lying In Sec. 21, Township 37 South, Range 35 East City of Okeechobee, Florida SITE LOCATION MAP SCALE: N.T.S. PENSACOLA JACKSONVILLE TAIIAHASSEE GAINESVILLE • PALATKA Project ORLANDO Location SAFETY TAMPA HARBOR •VERO BEACH FT. PIERCE OKEECHOBEE • • PORT ST. LUCIE STUART IUPITER WEST PALM BEACH I` • FT. MYERS MIAMI VICINITY MAP SCALE: N.T.S. INDEX OF SHEETS 01 OF 09 TITLE SHEET 02 OF 09 EXISTING CONDITIONS / DEMOLITION PLAN 03 OF 09 OVERALL PLAN 04 OF 09 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN, NORTH VIEW 05 OF 09 HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN, SOUTH VIEW 06 OF 09 PAVING, GRADING & DRAINAGE PLAN, NORTH VIEW 07 OF 09 PAVING, GRADING & DRAINAGE PLAN, SOUTH VIEW 08 OF 09 DETAILS 09 OF 09 GENERAL NOTES AND SPECIFICATIONS CALL 48 HOURS BEFORE YOU DIG IN FLORIDA. ITS THE LAW I Haven of Rest Church ENGINEERS PROJECT No. 2018-022 • EXISTING FENCE TO BE REMOVED SW 7TH AVE EXISTING CONCRETE TO BE REMOVED EXISTING PALM TREE TO REMAIN (T1'P) EXISTING TREE 70 REMAIN (T'P) EXISTING PALM TREES IN BE RELOCATED IF POSSIBLE BE RELOCATED IF POSSIBLE (SEE LANDSCAPE PLAN) (TYP) ZD' EXISTING CONCRETE TO BE REMOVED PROPOSED SILT FENCE AROUND PROJECT PERIMETER (TOP) Lg PIDR 2.21-37-35-DAOD-DODO 6-GOOD 9 �10.24 ACRES � (VACANT) LZG' EXISTING FENCE TO • �BEAEMOVED R 'i u oO OR']9' w O]7.92TCi ORAUSm PALM iN w O •o 'o "' 99w 391CI (-----------------------------� PROPOSED PERIMETER ( SILT FENCE \ AROUND P0.01TOPER) % x 4 9 `a DESCRIPI/ON THE CAST 10 Z4 ACRES OF THAT PARCEL LF LAND DESCRIBED IN OWCUL RECORDS BOOK $04 PA Cr 754, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLOP/DA LTING NORTH Or SOUPNf57 6TH STREET AND SOUTH LY SOUTH PARR 57REET IN wCDOV 71' 70NNSN/P 37 SOUTH, RANGE J5 EAST, CWEECIfOBEE COUNTY, FLORWA BEING MORE PARTICULARLY DfSCRIBCO AS FOLORS BEOMING AT A POINT ON THE NORTH REGHT--LF-WAY LINE OF SOUDINEST 67H STREET, SAID PO'NT BEING DE SOUTHNEST CORNER OF MA7 PARCEL Of LAND DESLN/BED /N LFFTCYAL RECORDS BOON 457, PAGE 14J9; THENCE SOUTH 89-48.47" NEST, ALONG TIE NORTH RIGHT-CF-WAY LAVE LF SOUMNfSI 67H STREET A DISTANCE OF— 28513 FCET,- TNENOE NORTH 0 0 7 05' RESTND , DEPARTING SANORTH UNC, ALONG A ERIC PARALLEL TO THE NESTERLY RIG T-LSE'-WAY DRIF OF RE SEABOARD COASTLINERNCROAD AS LOCATED ALONG I E CAST BORIDARY OF TNf PARCCC OE, LAND DESCRIBED IN OFFICIAL RECORDS BOOK: PACE 7-SF TO THE WTERMCDON WIN A LINE AND THE E'XTENSIOV PERECF, 10000 I`WT SOUTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF THE LAND DESCRIBED INWna& RECORDS BOOK 294 PACE 257, A DISTANCE OF 994.54 FEET THENCE NORM 8949:SJ' EAST, ALONG A LINE PARALLEL 70 DE SOUTH BOUNDARY LINE LF SAC PARCEL LF LAND DESCRIBED IN O`FIOAL RECORDS BOOM- 79J PAGE 237. TO PE WTERSECTION WIN A LWE E WC 70.0 FEET CAST OF AND PARALLEL TO PIE EAST BOUNDARY EWE OF SAID PARCEL DESCRBED I. OFFICIAL RECORDS BOON 294 PAGE 237, A DISTANCE Or49.69 FEET,' HENCE NORM 000758' NEST, ALONC SAID L/NE AND DE EXWNSIOV MERECF LWNG 70.0 FEET EAST OF THE CAST BOUNDARY CF THE PROPERTY DfSCR/BfD M SAID O•nCIAL RECORDS BOG!' 79.1. PAGE 25Z A DISTANCE a 33764 FEET TO A POINT ON A NCW-TANGENT CURL£ AND TIE SOUTH RIGHT-OF-WAY LINE OF SOUTHNEST 2hO STREET, THROUGH NWCW A RADIAL LINE BEARS NORM JJ7404- NEST, SAID CURIE BEING COVCAW TO TIE NOWTNNEST, NAHNG A RADIUS OF 41 ..09 f,rr, MCNCE NORTIEASTERL Y, ALONG THE ARC OF SAID CURIE, TNRGVGN A CENTRAL ANaf OT 477YN : ALONG THE SOUP RIGH7-Or- WAY LINE OF SOUMNEST 2ND STREET 70 THE INTERSECTION WIN THE SOUTH R1OH7-0f-WAY LAE OF SOUTH PARK SWEET. AN ARC DISTANCE CF J41. 19 FEET PENCE NORTH 89Y9JJ" EAST, ALONG PE SOUTH R/GH7-CF-WAY EWE OF SOUTH PARK STREET. A DISTANCE CF 7393 FEET TO THE W717PSECRLW WIN ME REST RIGHT -OF -RAY LINE OF THE SEABOARD COASRM£ RAILROAD RIGI7-CF-WAY PENCE SOUTH 00D905' EAST, DEPARTING SAID SOUTH LINE. ALONG THE REST MGHT-OF-WAY EWE CF THE SEABOARD COASBUNf RAILROAD RIO T-LF-WAY, A DISTANCE LF 7040 IS FEET THENCE NORTH 8930:55' EAST, DEPARTING SAID REST LINE. ALONG THE SOUTH WCHT-OF-WAY LINE OF- THE SEABOARD COASTLINE RIGHT--CF-NUY LWE OF THE SEABOARD COASRME RIGHT-D -WAY AND THE SOUTH LINE OF THE PRD^ERTY DESCRIBED IN CFFTGAL R£COWS BODY 46.T PAGE 148Q A DISTANCE or 8000 FEET TO TIE NOR?HWST CORNER OF TIE PROPERTY DESCRIBED IN OFF/GAL RECORDS BOOT' J16, PAGE 14J6.THENCE SOUTH OOD905' EAST, OEPARIPG SAID SOUTH ERIC ALONG THE NEST LWE CF THE PRMERrY OESOP/B£D IN O FUGAL RECORDS BOOC 516, PALE 1436. A DISTANCE a 693-V f£ET TO THE NORTH LINE OF MA7 PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK457, PAGE 14J9; DENCC SOUTH 89'48147' NEST, DEPARTING SAID NEST LINE. ALONG SAID NORTH LINE, A DISTANCE IV 50.00 FEET' TO THE NLRTHNEST CORNER OF THE PRLPERrY DESCRIBED IN LFF/C/AL RECORDS BOOM' 437. PAGE I4J9.' HENCE SOUP DOD903" EAST, ALONG THE NEST UNE CF SAID PARCEL DESCRIBED IN CMDAL RECORDS BOOK 452 PAGE 1439 A DISTANCE LF 7617 FEET i0 A PONI ON SAND HCRM R1GNT-OF- wAY LUNf OF SOUPRE57 67H SWEET AND THE PONT OF BEONMNG PRO.A<CT SPECIFIC NOS. 1) LIME. WOW OTHERMSE, ALL OtAENSIpIS ARE DEED(D) AND NEASURWAI) 2) SITE ADDRESS' SW 2N0 S7TEET J) PARCEE C. X-ZI-J7-JS-OAOD-A0006-CO00 4) F.LR.AL ZONE X' NAP NO. f2093CO480C DA LED 7-16-15 SJ INS SURIEY /S NOT INTEND..ED TO DEPICT WWCDOVAL AREAS OR 07HER AREAS Or LOCAL CONCERN. 6) SIR LEYOR WAS No PRONGED HIM ANY ORRE INFOPMATIOW FOR /5 PMCEL SUR LYDR ASSUMES NO IESMMSeIL/TY OR LIABILITY FOR T E ACCURACY OF EASEMENT DWENVONS SHOWN HEREON, THERE NAY BE OTHER EASEMENTS OR RESMICWAVS MA7 CFTfCT 7I8S PARCEL 7) Al SURKY DEPICTED HERE IS NOT COLiRED BY PRCYiSLOVAL [/ABILITY INSURANCE ADOIDONS OR DELEDOVS TO SIWFEY MAPS OR REPORTS BY 07ER MAN THE STGN/NG PARTY OR PARTIES IS PROR9/lED RITHOUT NIW77EN CONSENT CF THE SIGNING PARTY OR PARDES 8) TTE ELEVA DOVS SHORN ARE BASED OV THE NORM AMER/CAN WR77CAL DA FUN OF 1986 (NAM 88). 9) BEARING BASE PE NORTH RIGHT-OF-WAY OF' SW 6TH STREET /S TAKEN DT BEAR S 89YB'47' W 10) DATE OT LAST FEED SURWY' 04/7SIM TRADEWINDS SURVEYORS `� OIL Steven L. Dobbs a00 9.IT aM A, If oARP h.—. n a.9T4 Engineering, LLC Ta: (Bea) Tw-zeer nRleea> lea-4]4: 1062 JAKES WAY muu: A.e.L.P.y.ew.RP9I SCALE: 1"= 60' Okeechobee,F134974 KAnu4W A BI..w N (fall .e2o> 0 BD' 60' 120, Phone: (863) 824-7644 t 'j�'�1i1,,[ 1g ni. Z�' {D' •m'o THROUGH EACH BALE —_IF=411_ .8-1� VARIES EXISTING GRADE FABRIC TO BE TGE OF SLOPE suatED6"E"I". \�!\ `�<``UOr U\77�TJ�'�S�OIJ!O!jf�> ,iQ!`�!Qlpl� ;:J„lpl✓'(��U�V!�� BALED HAY SILT -BARRIER FABRIC FENCE SILT -BARRIER PERIMETER EROSION F SEDIMENT CONTROL 1'OCONTRAROA IS R[OUIRlO TO PAtV! OIER SITEMMADIACENTMOPEM INSTMEATNN10-NERIALEDNAY rAUKF[1C[rNLXTEARM[R5ACCfITA1I1 TN NVIRUST Af W W M P[AU UNOS.NANO VEGRATON IS ISTAII-1.eAIrI T A[FOR[R[I.SPnNGRITEAPMIII.COWUUORSNMLCO[L[RANOOS M ANVACN. _. FLT SILT FENCE DETAIL N T.S. POS[ANDCLIENTFORWNKNITWAPREIM[D.REUSE III ANOWFIEWER R[LWNCE Ox TND DEXUJMEMwnNOVT MENA.MOIOATI ANOAPOFTONIISTV[NL.pw».P.,SHALL I[wrtNOUT[uMUT/TO ii[v[NS OweiENGW[[ UNG.1L C.LLL N SdMa BEFORE HAVEN OF REST CHURCH YOUDIGNFLOFEDA. TSTNELAW LOCATED IN CITY OF OKEECHOBEE JOB NO.. 2018-022 Existing Conditions &Demolition Plan SHEET REVISIONS O2 Of O9 SW 7TH AVE I 1 Y_ ------------------------------- ------------r--------------------------------------- : I w l I a DD•D9'DS [ b9] 3 • I I I W H IO t DaD.2eyc' I onrNrloN ddfa � �� I z =__>_ =x=xxx x= + _--------------------—------------- L — — — — — + /------------ a m m - W cm. I NORTH VIEWS m m I —���z SOUTH VIEWS -- \ m SEE SHEETS 04 & 06 UxRD.d. + + + + + + `!$� SEE SHEETS 05 & 07 aim n� TINm Vp o III $r=a== 0m ��JLi e u oSb °NNa 7w5d °oo:�'9SaT.92rc1 -- —— x ------_--- —41Mruxnnxl xxxJ--�IIAUII I�L _---- - u_aH —L _ ----_ .-_-----__ _--___-----_-_-- —— --- s-xsss-—__ —---------------------------- --- _- J — — — — — — — — — — — — — — — — — — — — ry oD'o9'05' w 99a.S.To1 \ H DD•Dl,a I' w 99.29'la, I I I I I L-------------------------------------------------------------------------------------j Project Nam Haven or Rest ChuW Parking: Owsler Name. A,dR boom l spate par 3 Sea. Owster Add— 32601 Hgmny"IN. Lot 2". Okeechobee. FL 34972 Seaufg Ca""y a50 gross sl Owmer Phone: 863-697 14124 Ream'. Ra—g 150 spaces Ergimer Name: Steven L Dobbs E1Q daanng. LLC Enginael Add- 1062 Jokes Way, Okeeotobee, FL N974 HaWwApped Parking 1 spate per every 25 spaces minimum 1 Ergi..' Ptwne'. $63-824.7644 Reached Han pilehd P,g 5 Afchnect Name WA ..—ppad Perking P—,dad 6 AmJ Add— Nchit-pnorq. Total Pafklfg Reawred 150 Flamer Name: NIA parWrg Prov— 150 Planner Address: Planmr Phone Maximum parking reauved fm auditorium seating as there vale never be more than one even) taking place a one lame Future LarM U.: MU10fami1ty ZanegMOMar,* C.—'. Min Lot WqN' Iwo It Residential Allowed 30% Proposed lot Width: 190.0 R Proposed 10% Mn Lot Se : 4,356 0 at Imps— Area Proposed lot side: 413,820 0 at A.—tAB Imp—, Arch. 25% Proposed ISR 21% Prot- SDe 413.820 SF Total Dwellag Units' 0 - 42.D00 If 0 favht- Setbacks I— Rep 40 Provided 250 W. Stde Rea 50 pmvMed 50 E. S. Red 25 Provided 65 Rear Rea 50 provMed 185 ID ONIT rOd THE it If u5[ of a ND 1.110, fd d[Iuxt[oN 1.11 ooCUNr(x L ad HOURS BEFORE fi Steven L. Dobbs O HAVEN OF REST CHURCH 'OUO_ ``°R"" lT THE - —� Engineering, LLC SCALE: 1 60' 1062 1AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 0 30' 60' 320' ,� Phone: (863) 824-7644 Overall Plan ioBNo. 2018-022 SHEET No. DATE BY I REVISIONS O3 OF OS 20' Overall Stall Length 6• s 6 I Wheel Stop PIM., EONT _— IA or Face of Curb EDGE OFPAVEMENT NANgWPED SYMBOL HMfMAPPfDLGx IWAILLSEENERNE I = 36'•36'ITYP) J PRNT 5T WLCOLDRSFSFIECTED I{ a SELECTCOVNtt ED PER OxEECHOSEE 6'MIN pMRIHG CODE D WxffL STOP 2' a+ HANDICAP PAVEMENT 2e'WNRE STOP 0. 6'MIN SIPINNG PER FOOT i; 6"WHITE STRIPE I STFTAE p INDEX 7EA6 -I \ Edge of Pavement or rxi. uurnwuM POST Rack of Curb STOP SIGN LOCATION DETAIL fINISx AS pFR SPFCIFKATIOxS W — - -_ n 1 S - --- — — FINISHED GRADE HANDIfAPpfD SYMBOL W € TYPICAL PARKING STALL FMTN .�, •� i FOR PAVED AREAS- N.T.S. v CONCRFEF FOOTING ;' 1_ 6-SiRIPES RvpI t:ro N 8 " I SV Y � HANDICAPPED PARKING SIGN HANDICAPPED PARKING Q I Note: All Paved Puking Stalls are to be double striped. HANDICAPPED PARKING EL SIGNAGE/STRIPING DETAIL I TRANSPORTATION CONTROL SYSTEM N.T.S. I- I RRFLAR B DUAL SOBEACON ASSEMBLY AS APPROVED BY THE IJ i CITY OF OKEECHOBEE rn I I X.M. nEA So. I RISE A.H rtANneAEL wss I CROSSWALK------_wµ \� STRIPING PER FOOT h+ar -IN Ex 173d6 pR I - 1- -1 -T-r ;fb T-r-r D• -Im• PROPOSED STOP BAR & STOP SIGN //� /\ •b-\ I d I 1 � I I a l I rnat I� I I I I ®I - �// �\ O\ ASs• I- +a I- I "' I I I 1 ffu� I 1 I I D O n atP / 3 PROPOSED STOP BAR &STOP SIGN \ \ 1-7—T—r -11—T—r—r_ I I LL.— I I I I I HANDICAP SIGN (TYP) f HANDICAP STRIPING (TYPI 70x150' SANCTUARY —30• — o• 1—T-r W-1--T T—r 3 0 PROPOSEDSTOP BAR & STOP SIGN G. �a PROPOSED STOP BAR & STOP SIGN A YX �o 1■ 1 ,� &� — — - ----------- STABILIZED GRASS D PROPOSED STOP BAR & STOP SIGN FELL( PROPOSED STOP BAR & STOP SIGN .------------------------ ---------------- ----------------------- ----------------------- -- CUM PSTER 11 PAD 12'x 12' n ) PROPOSED CONCRETE I II I WHEELSTOP (TYP) 1 1 1. RM 1 fi rma TER Mmxnx: — --------. LEGEND 1 ' ASPHALT PAVED 1 \ I CONCRETE i STABILIZED GRASS EXISTING SPOT ELEVATION -a2- i PROPOSED SPOT ELEVATION ♦� PROPOSED FLOW ARROW I THe 000UICHT. TDOfTNFR WHR THE CONCFPTSANDOFSGM F.FfINTED NEAErN, ISM MSTEUMFNT DE SIX—a MRNOLD ONLY POE THE SPICHIC FU.FOSF ANp—NT1 WHr. --MID HISFOF.ND N,FAOFfAR[lWN[[OH TNODOCUM[M rtNOVTw.mNAUTNDAWxON AHp AD(NTHIHeT SRv[HL DOAFS.F.E.. SHALL eF wrtnOUiLWerun T05TFVF—D066SfNGixfFIKjLt. CALLIB HOURES ORIDA,BEFORE Steven L. Dobbs HAVEN OF REST CHURCH YWgOMFLdODARSTHE AW Engineering, LLC SCALE: 1"= 3D' 1062 JAKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee,F134974 0 15' 30' 60' Phone: (863) 824-7644 Fob No.: 2018-022 Horizontal Control, Striping & Signage Plan SHEET L.I. CEADFKMF OF A-01.110I He.L 11- No.M=-SIONS North View D4 OF D9 ____________________ I PROPOSED DRY � 1 w^. uNnaEl suss I DETENTION AREA � I I � I � � STABILIZED GRASS DRIVE \ _ ------ PROPOSED STOP BAR & STOP SIGN a 70' x 150' FELLOWSHIP HALL i i ------------------ 70' x 150' III I GYMNASIUM III I I II 1 (FUTURE) III I IIII 111 I I II 1 111 I --------------------- ---- �`_-_-- SCALE: 1"= 30' 0 15' 30' 60 70' x 150' CONFERENCE HALL (FUTURE) — — — — — — — — — — — — —� 0.50 ACRE LOT I FOR FUTURE PARSONAGE I -------------) \ \ KNOX BOX FOR FIRE \ \ ♦ �� DEPT.ACCE55 REQUIRED IF SECURITY GATE IS INSTALLED �MERGENnCEis 1 _________ ____________________________ _ _ 1 __ -- __ _ _ __ __- = ^ __--- _-_-_-___-_______= ,GR RTRR AX B�7 ^� LEGEND ASPHALT PAVED CONCRETE STABILIZED GRASS EXISTING SPOT ELEVATION . 4, PROPOSED SPOT ELEVATION 400 PROPOSED FLOW ARROW — CKL,E HONt3 BEFORE YOU DIG W iLORIGA R5 THE UW oe No : 2018-022 SHEET 05 OF 09 GRASS O' PERIMET R BERM PARKING SILT E�� MIN. EL.-I30." FENCE gyp. MATCH EXISTING GIIADE - 3 L BOTTOM EL 28 5 SECTION A -A N.T.S G..Prol-ta—EXTRUDED �GRASS POLYETHYLENE HEAW MESH �� PARKING ROLL IOR EQUAL) PERIMET R BERM SILT E)i MIN. EL=I30.15 dj FENCE mo. MATCH EXISTING GRADE_ _ 1 3 3 1 2' B.W. BOTTOM EL 29.0 SECTION B-B N.T.S. PROPOSED TYPE .C" INLET R3 GRATE EL.= 28-SO W. INV. EL.= I120 PROPOSED 912 LF DISCHARGE SWALE PER SECTION A -A ,� \ /44 ._J ;O_j__L_1_L_ I \� l SAWCUF/MATCH (STING EDGE � PROPOSED _ TYPE "C" INLET R2 GRATEEL=29.00 INV. EI.=26.00 y!a•INV. ELx 26.00 I I t I 1 I 1 I I 1 I I PROPOSED 600 LF DISCHARGE SWALE PER SECTIONS A -A, B-B IL C-C \ i i VARIES c VARIES \ T.. W. \ � PERIMETER BERM \ 1 W IN. EIL,30.25 \ \ \ MATCH EL- J.S MATCH E%(STING r ] 1EXISTING 3 GRADE \ 1 GRADE --3 ---- 3 -- — GRADE l TYPICAL PERIMETER BERM 1 N.T.S. G..N.l.4' EXTRUDED re T.W. ASPHALT V T.W. S.W. 1 POLYETHriENE HEAVY MESH W1 PARKING O "",MET R BERM O ROLL (OR EQUAL) SILT Etl MIN. EL: 30.25 4`' 'L''S SILT Ed PER METER BERM PROPOSED FENCE J?Q\p� FENCE MI .EL-3D.25 ,� do BUILDING MATCH EXISTING ,;' MATCH EXISTING 'B3'PJ GRADE GRADE F F.E. = 33.00 3 ; 3:1 fog ! 2' B.W. BOTTOM EIEV, 2' B.W. BOTTOM ELEV. VARIES 30.0 - 29.0 VARIES 30.0 - 29.0 SECTION C-C SECTION D-D N.T.S. N.T.S. PROPOSED SILT FENCE PROPOSED FROM AROUND PROJECT TYPE "C" INLET 46 %' DISCI. PERIMETER ITYP) GRATE EL.= 28.50 J PER SE \ c PROPOSED �h. f 1 :. 1 L f+> 4, SANCTUARY ' }h 1 FELLOWSH u PROPOSED TYPE "C" INLET RI GRATE EL.• 29.00 E. INV. EL.-26.00 PROPOSED SILT FENCE AROUND PROJECT PERIMETER MP) �f— PROPOSED TYPE"C"INLET 04 GRATE EL= 29.00 E. INV. EL'. 26.00 FUTURE DRAINAGE 1 II I 1 SINALE )AS NEEDED) �1--_-_-_-_--__- -- _-_--_- 12BnxErtxeEYa.a — — — a n 1eF�. e. ex elllelreel� f. — — — — — � — BExow+xe •c' axa s/B' mox BaB EF »+s' I— en) LEGEND ASPHALT PAVED u CONCRETE STABILIZED GRASS EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 411m PROPOSED FLOW ARROW -... ixB BO(UM(xi WRxplr W4n(x+YlxO+wTW �xU+DpMlx lYfttvFxL DOee;e (, YWtMWlIxOUllW4ln iOfRYFxL OOeef lxWxFFYx4.1f( G.+IL N xDURS BEFORE Steven L. Dobbs HAVEN OF REST CHURCH "° ° "R°"" �BTMEu" Engineering, LLC i SCALE: V= 30' 10621AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 D 15' 30' 6D' Phone: (863) 824-7644 JOB No. 2018-022 Paving, Grading & Drainage Plan SHEET o+w.¢xmwfna Wrtw+wirox x"om»ra Na. DATE BY REVISIONS North View 06 OF 09 PROPOSED 600 LF DISCHARGE SWALE PER SECTIONS A -A, B-B IL C-C \ i i VARIES c VARIES \ T.. W. \ � PERIMETER BERM \ 1 W IN. EIL,30.25 \ \ \ MATCH EL- J.S MATCH E%(STING r ] 1EXISTING 3 GRADE \ 1 GRADE --3 ---- 3 -- — GRADE l TYPICAL PERIMETER BERM 1 N.T.S. G..N.l.4' EXTRUDED re T.W. ASPHALT V T.W. S.W. 1 POLYETHriENE HEAVY MESH W1 PARKING O "",MET R BERM O ROLL (OR EQUAL) SILT Etl MIN. EL: 30.25 4`' 'L''S SILT Ed PER METER BERM PROPOSED FENCE J?Q\p� FENCE MI .EL-3D.25 ,� do BUILDING MATCH EXISTING ,;' MATCH EXISTING 'B3'PJ GRADE GRADE F F.E. = 33.00 3 ; 3:1 fog ! 2' B.W. BOTTOM EIEV, 2' B.W. BOTTOM ELEV. VARIES 30.0 - 29.0 VARIES 30.0 - 29.0 SECTION C-C SECTION D-D N.T.S. N.T.S. PROPOSED SILT FENCE PROPOSED FROM AROUND PROJECT TYPE "C" INLET 46 %' DISCI. PERIMETER ITYP) GRATE EL.= 28.50 J PER SE \ c PROPOSED �h. f 1 :. 1 L f+> 4, SANCTUARY ' }h 1 FELLOWSH u PROPOSED TYPE "C" INLET RI GRATE EL.• 29.00 E. INV. EL.-26.00 PROPOSED SILT FENCE AROUND PROJECT PERIMETER MP) �f— PROPOSED TYPE"C"INLET 04 GRATE EL= 29.00 E. INV. EL'. 26.00 FUTURE DRAINAGE 1 II I 1 SINALE )AS NEEDED) �1--_-_-_-_--__- -- _-_--_- 12BnxErtxeEYa.a — — — a n 1eF�. e. ex elllelreel� f. — — — — — � — BExow+xe •c' axa s/B' mox BaB EF »+s' I— en) LEGEND ASPHALT PAVED u CONCRETE STABILIZED GRASS EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 411m PROPOSED FLOW ARROW -... ixB BO(UM(xi WRxplr W4n(x+YlxO+wTW �xU+DpMlx lYfttvFxL DOee;e (, YWtMWlIxOUllW4ln iOfRYFxL OOeef lxWxFFYx4.1f( G.+IL N xDURS BEFORE Steven L. Dobbs HAVEN OF REST CHURCH "° ° "R°"" �BTMEu" Engineering, LLC i SCALE: V= 30' 10621AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 D 15' 30' 6D' Phone: (863) 824-7644 JOB No. 2018-022 Paving, Grading & Drainage Plan SHEET o+w.¢xmwfna Wrtw+wirox x"om»ra Na. DATE BY REVISIONS North View 06 OF 09 \ c PROPOSED �h. f 1 :. 1 L f+> 4, SANCTUARY ' }h 1 FELLOWSH u PROPOSED TYPE "C" INLET RI GRATE EL.• 29.00 E. INV. EL.-26.00 PROPOSED SILT FENCE AROUND PROJECT PERIMETER MP) �f— PROPOSED TYPE"C"INLET 04 GRATE EL= 29.00 E. INV. EL'. 26.00 FUTURE DRAINAGE 1 II I 1 SINALE )AS NEEDED) �1--_-_-_-_--__- -- _-_--_- 12BnxErtxeEYa.a — — — a n 1eF�. e. ex elllelreel� f. — — — — — � — BExow+xe •c' axa s/B' mox BaB EF »+s' I— en) LEGEND ASPHALT PAVED u CONCRETE STABILIZED GRASS EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 411m PROPOSED FLOW ARROW -... ixB BO(UM(xi WRxplr W4n(x+YlxO+wTW �xU+DpMlx lYfttvFxL DOee;e (, YWtMWlIxOUllW4ln iOfRYFxL OOeef lxWxFFYx4.1f( G.+IL N xDURS BEFORE Steven L. Dobbs HAVEN OF REST CHURCH "° ° "R°"" �BTMEu" Engineering, LLC i SCALE: V= 30' 10621AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 D 15' 30' 6D' Phone: (863) 824-7644 JOB No. 2018-022 Paving, Grading & Drainage Plan SHEET o+w.¢xmwfna Wrtw+wirox x"om»ra Na. DATE BY REVISIONS North View 06 OF 09 u PROPOSED TYPE "C" INLET RI GRATE EL.• 29.00 E. INV. EL.-26.00 PROPOSED SILT FENCE AROUND PROJECT PERIMETER MP) �f— PROPOSED TYPE"C"INLET 04 GRATE EL= 29.00 E. INV. EL'. 26.00 FUTURE DRAINAGE 1 II I 1 SINALE )AS NEEDED) �1--_-_-_-_--__- -- _-_--_- 12BnxErtxeEYa.a — — — a n 1eF�. e. ex elllelreel� f. — — — — — � — BExow+xe •c' axa s/B' mox BaB EF »+s' I— en) LEGEND ASPHALT PAVED u CONCRETE STABILIZED GRASS EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 411m PROPOSED FLOW ARROW -... ixB BO(UM(xi WRxplr W4n(x+YlxO+wTW �xU+DpMlx lYfttvFxL DOee;e (, YWtMWlIxOUllW4ln iOfRYFxL OOeef lxWxFFYx4.1f( G.+IL N xDURS BEFORE Steven L. Dobbs HAVEN OF REST CHURCH "° ° "R°"" �BTMEu" Engineering, LLC i SCALE: V= 30' 10621AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 D 15' 30' 6D' Phone: (863) 824-7644 JOB No. 2018-022 Paving, Grading & Drainage Plan SHEET o+w.¢xmwfna Wrtw+wirox x"om»ra Na. DATE BY REVISIONS North View 06 OF 09 ixB BO(UM(xi WRxplr W4n(x+YlxO+wTW �xU+DpMlx lYfttvFxL DOee;e (, YWtMWlIxOUllW4ln iOfRYFxL OOeef lxWxFFYx4.1f( G.+IL N xDURS BEFORE Steven L. Dobbs HAVEN OF REST CHURCH "° ° "R°"" �BTMEu" Engineering, LLC i SCALE: V= 30' 10621AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 D 15' 30' 6D' Phone: (863) 824-7644 JOB No. 2018-022 Paving, Grading & Drainage Plan SHEET o+w.¢xmwfna Wrtw+wirox x"om»ra Na. DATE BY REVISIONS North View 06 OF 09 PROPOSED SILT FENCE `AROUND PROIER PERIMETER (TYP) T — — — x PROPOSED 922 LF DISCHARGE SW ALE PER SECTION A -A o PROPOSED DRY +`"f — M�x..Fe�MF,r.lt tDu � DETENTION AREA / I � I -__________ __ _________`a===}, I (\ 0.50ACRE LOT \ ` FOR FUTURE PARSONAGE FUTURE TYPE INIR � CONTROL STRUCTURE � I GRATE EL27.5 i CS-1 SEE DRAM ---------------- ---- GRASS DRIVE— _ ` ` \�---- W. INV. ELa ----- -- ci._n, Lm-------- -- / ----' \�-------- I E4., ns(397AC1----------- STABILIZED — T.O,b.=3 D l.fY aC. T.O.a., 30.0 IJ.11 AC. �Z — )POSED E "C' INLET KS AT; EL= Z9.00 NV. EL= 26.D0 ------- --- FUTURE � 18" CMP \ TEE EE \\ 70' x 150' FELLOWSHIP HALL MIN. F.F.E. 31.00 FUTURE DRAINAGE —SWALE (AS NEEDED) ............................ z VARIES 5' VARIES W T.W. 2: f PERIMETER BERM o 0 �IELJ(7.5 EL: 30.25 MATCHMATCH EXISTINGEXISTING GRADEGRADE TYPICAL PERIMETER BERM N.T,S. FUTURE �` \� �\ — ��' PROPOSED M.E.S. \ \� PROPOSED 270 LF TYPE "C' INLET ` x�,'J' i S. INV. EL: 26.00 \ \ \ GRATE EL=2S.5 --- DISCHARGE W. INV. EL= 2S.5 i' \ PER SECTIONSWAWALE I II I IIi 70' X 150' I II I GYMNASIUM III I (FUTURE) III I MIN. F.F.E. 32.00 I II I III I I II I 111 I I �I 1 1 I EE ME4G G44S — — ZO EIy�.4CCE S/VE — FUTURE DRAINAGE SWALE (AS NEEDED) B —/ i( L -------------------------------------------------------------------------------------------�------------------- ---f J— — — � C eENa .ex W EL rowo snax x(. •Tne.- y E(NSW NI) PROPOSED SILT FENCE AROUND PROJECT PERIMETER (TYP) I ecxaxfxb -. i0Lw0 5/e- i— 1 '1021 ID- raUY(IE eI7 PROPOSED ILES INV. EL, 25.D0 PROPOSED 00 LF, IS* CMP SAWCUT / MATCH EXISTING EWE OF PAVEMENT PROPOSED MES IIp INV. EL, ZS.00 1 I � S' 20' S. S' 20' S' VARIES ? V Al S 5' EMERGENCYACCESS EMERGENCYACCESS al ? PERIMETER BERM STABILIZED GRASS DRIVE STABILIZED GRASS DRIVE I MIN. EL, 30.25 W PERIMETER BERM O PERIMETER BERM MATCH MATCH a� W MIN. EL=30.25 IIpE FUTURE Z MIN. EL.= 30.2S EXISTING DRAINAGE E%ISTING sll NILL MATCH 1� \ 2 1A MATCH MATCH tiA Is DISCHARGE MATCH GRADE �3 SWALE —GRADE MATCH ,,/ DRY DEERTEENTION EXISTING EXISTING EXISTING SWALE EXISTING I EXISTING I' GRADE J I 7 GRADE GRADE J 7GRADE 3 MAX EA _---- ----- --_ GRADE J 1 1 BOT. EL.= 27.5 3 MAX 3 MAX 3 MAX ��JW BOTTOM ELEV. A% ----3 4 Gras"Prolecb'^EXTRUDED GrassProlecla'^E%TRUDEDRIES 29.0- 26.0 2B.W. POLYETHYLENE HEAVY MESH POLYETHYLENE HEAVY MESH BOTTOM ASpNALT PAVEDROLL (OR EQUAL) ROLL (OR EQUAL) VARIES 26.0 ZSO SECTION E-E SECTION F-F SECTION G-G SECTION H-H CONCRETE N.T.S. N.T.S. N.T.S. N.T.S. STABILIZED GRASS Tx000CDur TOLE-1 OICE-AxD 5—MRITED xleux, A—NSTxOul 1111 wCF.eNRxPDMtTrp Tx{YFCxKNVOH ♦xOCUEMrM wNrCN -Ed — Steven LEE Dobbs HAVEN OF REST CHURCH YW DK NROR DA TS THE UW Engineering, LLC � SCALE:1"=3U' 10621AKES WAY LOCATED IN CITY OFOKEECHOBEE Okeechobee,F134974 $4 0 25' 30' 60 Phone: (863) 824-7644 Paving, Grading & Drainage Plan JOBNo.: 20I8-022 SHEET Do°n:a No. DATE BY REVISIONS South View 07 OF 09 NEW PAV'MT. 2" SAW CUT & BASE — EXIST_ PAV'MT. EXIST. PAV'MT. & BASE SAW CUT DETAIL WT S. ' Gru apid,cbw': Plnni", Di19aw r-4• z IPE B- B• d +� _i T� PLAN Al.... W[16N1 DI LM 6MTE -� 3 2•Cl w V 1 !T[ R«li S i01 BE MRS !l2'Cb5 SECTION 1210 WEEPHOLE STRAIGITY BARS 2'R}' W/ROCR/FILTEA RETKULINEBARS 1},d' FABRIC BANDS 4 APPROX. WEIGHT JOE LOS. RECOMMENDED MAXIMUM PIPE SIZE 2'-0• WALL 18• PIPE NOTICE I STfEL GRATES ARE REQUIRED ON INLETS 2J ALL INLETS WILL BECAST TOPROVIDE AIB- WDHTRAVERSABLESLOTS AND ONINLETS SUMP BELOW LOWEST CULVERT INVERT WHERE BICYCLE TRAFFIC IS ANTICIPATED. PRE -CAST TYPE ICI CATCH BASIN_ N.T.S - FIAAwDGRRSOF sn NOTE No f n' NAUNCNInG ARROM DF_"ALEWi \ wNW I� IDONpaT E 1 I WPROATRE REWN T N CERTAIN SOIL CONwTIOMA FawMTTON MAY PE RFDVIR ,FOarP d M.L.C. PAINNI TO (NINE THE I.I.C. N R '-TD—'_M" =AL S-PPON Mq[ NF xcNING NE W-11 FE NAND—ED TO ME Mf ARE, REARRIAL SMALL RE CONwLIOPHO AND NANO TAMPED TO PROMOE AIXOUATE IMTW ucoTr OIlrt ITALNF sal vluwlVlit_121 TDFnr S BAgFIL1 FENALIMCOMI—ED 101PPA OF ALµ. IXALIY MPMARSENICT.A.TORSPDINIEO-,Y1 NLOPOMO G� M CaaPA[rFp 10 N%O Mµ10axtrtY µ a Or EESTTSNAILM PRFwRREFOrM[M DFDRMIwDar TRY VDLmES INWNEER M ♦ RMIT AGEN11 HAVING IURSoIETIOn, AT 7.1—TRACTOT 1-11. BACKFILLING REQUIREMENTS N.T S >roRNNaw s.nwwa "•r •n�•a s.rr..Alv,•A-•<I TRH,+-BI•I�ArPY �w A+..Aw. NPwla-NISI rPy.,P•wP�: k ++sN+.•"".w •w,r Gr„sPd eM,uT1 . Newry McYI rdl IRee Tale 1 w wa,AP.A.:.w+Fa•eaae,saNae.r Awwe u•u•aBF••w+w«e..rr� M�+C,aw,mea OPTIAwi MIPI Nlp PNVR (MP TP.R' 2) 'BVIr bl, POPLAR NINE secure H. 0AemPPR10) SNun a, P. wM An. U-Pm ImlYled FIVRh Mb Sv,L .A (see Debi 3) AT 12-14- IdervYs In- U-Pm,brp,e ,A.m-n—N. aM na,n wm „n„e a, ,_'. FR wry deaessnnR Mw A 1. M WEAL dl sand & wpwl I.M Nob 2) IFBIYI GrossPrdaCbA" enrvdM pdyewvl He,ry mesh rW orodry On euwng soda. (see NON 3) I' N Gecv a Grass Prol,da^ wM U-P.m FIV,n wlP SVOace (see Tads 21 I I ENRbnp -1 PmrW Isea Nde 1) GraaaRrol,cl,P": TYPic,l ComL-11. Pm6N 2 T,bla 1 : P,RH1 O SPec f—W rI ®00�® 0�0�0 .•.♦.•1 .SMAN 4 V�GrusPNE �Fung Pin. PrOper lnsbBYnB,aw�Fing Pin. Prngr JIMEhYian DiRBraTn sr LAIR TYPAR Geos nthetfcs Ta11-Freellaao =5519 NOT FOR MW. P..a. AR p� �N�A� GrassProtectat'" Y"�--CONSTRUCTION Standard & Heavy .;.T.".',.':v........AH.-N.w... M.e.a.uWM,. Specification, Design & Installation Guide nodwOGMOE RSIXNSDI P�oNSAUC11111FS 1 _1 I[3TLWLBFNMdLM[D aTM tq OWING M AND I�INN iF[nM ww+AIX EOW FVEM1TLn.— Mn:iF aA.N. iort:au.M..,1. t idAPFOTOA MiNIMURE ]00%O UM. E " MT'AS DOER MINED MSN}0 ED10P T.NfOR NOR T YRro1 NP[ pO. DPAN D D NsroR= 1 1 3g I'•AM _ ;< 3 p I o 0 0 0 0 0 0 0 0<' DOOOO DD 00 O00o00 Sb zZo coo 000 ODo cooINYHI D O ODc � fFl[O REAR AL INMN, L a•uDMI ,DMRA(iEDWITMM(*� M OR, Aa1ANT10PE— (—NNE BELL BK[.1 Nen fILL SNAU OfCOMVRCTED TO EAM FY NE AAAIR I1 , TO T.E NAL TO i „AT Or TN[ sal TYPICAL TRENCH DETAIL OVERLAP 2MIN 00000000■®® 0 ®® ®i®®® omml®®m mmm III®I®IB8)•I®m � �ImB3EE'I®I0IVB3uIIEaBu I0®mmmmm I®m m®®®m I� III®mmI®Ivly mm mBLme27 mm m m m0®BSlmm 000®®0 ®m®mmmmEll A m m o 0®mm®mmmmm@OEM ®Om®®00m00 o m m m ®m m m m lBOCCELB227 KEA=l ®m N VARIES 1 4' ALUMINUM POLLUTION 101NT JOINTS RETER BAFFLETOPEL =30.25, 12" 22" WOVEN OR NON -WOVEN BOTTOM EL•2650 BOLTED 6'ON kNItM W/MAS(INRY BULLS yam' T FILTER FABRIC SEALED W/RAM NER SEALER Min. Min. GRATE EL- 3015 O ,,). SECURING DEVICE OI ROUND PIPE I V4- ALUMINUM POLLUTION PIPE SECTIONS I O I AT NO BATTLE FABLED �J COST OF FILTER FJACKET TO BE 3- NAMETER _ INv. ILL. 2 . INCLUDED IN COST OF PIPE CULVERTS O BLEEDER ORIFICE ISOMETRIC VIEW xV. EL 26 SO FOR ALL PIPE TYPES la- cmv ) I VARIES I JOINTS WOVEN OR NON -WOVEN 3GRORIMEACIE TER BIEEOR INV EL=16.00 I FILTER FABRIC IxV FL• 36 SO TYPE 63 CONCRETE 12" I I Min n. Min. IEEE INDEX 199) SIB TOP EL 260 IB'AD6 Nai IMVEM EL • 26.DD L BO? EE =2500J SECURING DEVICE STRUCTURE ELLIPTICAL PIPE DOT. ILA 2S Do SIDE VIEW FRONT VIEW FILTER FABRIC JACKET CONTROL STRUCTURE CS-1 N.T.S. TYPE "CL INLET (MODIFIED) N.T S 1/4'R 1/4n1 1 melded Fapansan aId ,Len,l Z w twlPld "Mr Sa RE.YN saddMea EXPANSION JOINTS CONTRACTION JOINTS 6'-0" DRIVE 2-11548" LONG INTO 1'-0' PAVING CONCRETE VIHEELSTOP 6' 3,DUD PSI CONCRETE (FIBER REINFORCED) 12' STABILIZED SUB -GRADE FBV OF 75 PSI COMPACTED TO 98% MA% DENSITY PER AASHTO 7.180 METHOD. SUB -GRADE SHALL MFET LBR 40 CONCRETE PAVEMENT SECTION 8' LIMESTONE OR COOUINA BASE COMPACTED TO 98% PARKING DRIVE 2-NSX38" LONG ASPHALTIC CONCRETE 80 METDE HOD NOTES: AASHTO Cthem SVOV,de(PBS% INTO PAVING BASE SHALL MEET LBR 100 NOTES: orweM dbyP SHTOTM Determimtl by MSHTO T99 I v,ovide NNM.-jdnV 20'ce 11To«nte,.at PC& AT oIturves, lumibnt oren,Tln!& 61, 2% ew Haew,A,.,m wnero tiaew,R,bNb,Wet. drNew,w &,imlbr n,v,m.e,. 1. Prae,o.,= ENAY S' amer to Cen", 3 SPdfNIl be Plzed bebw ed•<olttlewaR To albw droln4e 4 S,dew,R wan 6-,6•No 10 wowed was--, ThmVBIPM UP, doles 4" THICK CONCRETE 2500 P.S I 6-COMPAREDSUBGMDE TO NOT TYPICAL SIDEWALK TYPICAL WHEELSTOP DETAIL 12'STABILIZE-11AGRADEFBV LESS THAN 95% MAX. DENSITY AS OF TS P51 COMPACTED TO 90% DETERMINED BY AASHTO rIN N.T.S. FOR PAVED AREAS - N.T.S MAX. DENSITY PER AASHTO TYPICAL SIDEWALK DETAIL T-180 METHOD. SUB -GRACE SHALL MEET LBR 40 (AT PARKING) PAVEMENT SECTION N.T.S. THE CONCEITS AND DESIGM PR[LNTEDPLMw, ASAN INSDIVINE—StRWCF,IND....111. TNF SPCOIK NAME ANDCIRNT FOR WPX1 D WM I4RM[O MUSE OI AND IMPROPER RELIANCE ON TILK DGCUMFNTWTTIOVT WRITTEN AUTNORUADON AND ADOPTION BY MVFN L DOSS. A. I, S141 BF 11WN LIA—TY TO STEVEN L OOe4 EN—ITLYIING, GLL 4 HOURS BEFORE Steven L. Dobbs HAVEN OF REST CHURCH W DIG N ILORIDA ITY THE AW Engineering, LLC w 10621AKES WAY LOCATED IN CITY OF OKEECHOBEE Okeechobee, FI 34974 to Phone: (863) 824-7644 Details JOBND. 2018-022 SHEET NaIMTPN Ne.OPPmo, NO. DATE BY I REVISIONS 09 OF 09 see pbm Ea wale 3.000 Ni (las, I CPn„efe Lope N, O,N, 2 % SeMPns 6' 2' Overhang R4 CONT. GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the engineer before commencing work. 3. Contractor shall obtain all required building permits before commencing work. 4. Contractor shall be responsible for location of all existing utilities. The contractor shall contact all concerned utilities at least 48 hours in advance for construction operations. 5. No field changes or deviations from design lobe made without prior approval of the engineer. 6. All construction shall be completed in accordance with the applicable ordinances of City of Okeechobee, Florida. 7. Contractor shall supply density tests to engineer on all sub -grade and base. Tests shall be prepared per AASHTO T-180 method. 8. Slope grades from elevations shown to existing grade at property line. 9. Engineer shall be notified at least 48 hours in advance for any inspection. 10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards. 11. Erosion and sedimentation control techniques shall be incorporated during construction as follows: (1) sih screens shall be maintained at the project perimeter. (2) No off -site discharges shall occur during construction. In the event discharge is required, hay bales and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground waters. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplains have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic capacity of water bodies of floodplains, reduce the design capacity of culverts and other works, and eliminate ethic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS: 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. ENGINEER OF RECORD INSPECTIN REQUIREMENTS f a V I L e R TH .Eu tAAmt. sPAewG W x aPACPG lax aPAGRG aA% aPACPK, URM ARE LINEAR uARE INEM WARE LINEAR $OWRE ,EE, FEET '11, FEET fEET ra. FEET fEET E-P-EO all No I.000 100 Sa00 10x,000 ]00 la"'aTA&'a". GRADE .wi,_e cap 10- r00 ul- as, tam SHELL ROCit ]00 M(ce ae0 taw PER RUP PER wsP Au rEYravo srrAu a rNmuwAsrAcaERm sAsnanFArrDavtxairAParr rr ayswE nEIEFrFAGEa•'rraEREN rEsrEq ro rrEcevrEx rod wwrws®t'oF sir EROSION AND SEDIMENTATION CONTROL NOTES - (continued) 7. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading from the land -disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 9. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face. adequate drainage or other protection shall be provided. 11. Sediment will be prevented from entering any storm drain system, ditch or channel. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel, 13. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be crossed by construction vehicles, a temporary stream crossing constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16, Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose is accomplished. The Developer, owner andlor contractor shall be continually responsible for all sediment leaving the property. Sediment control measures shall be in working condition at the end of each working day. 17. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: A. No more than 500 linear feet of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from clewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. D. Restabilization shall be accomplished in accordance with these regulations 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by tracking onto the paved surface, where sediment is transported onto a public road surface with curbs and gutters, the road shall be cleaned thoroughly at the end of each day, Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -distributing activities. 19. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion 21. Phased projects should be cleared in conjunction with construction of each phase 22. Erosion control design and construction shall follow the requirements in Index Nos. 101, 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or alter plans to these erosion control criteria due to she specific conditions. ENGINEER OAF RECORD INSPECTION REOUIREMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 45 HOURS ADVANCEFOR FOLLOWING INSPECTIONS., r. PRECONSTRUC770NMEE7ING 2. DRAINAOEPIPE(UNCOVERED) A PAVEMENTSUBOMDE 4. PAVEMENTBASE 5. FINAL ma Doeuurxr,,oarMra wnx rxr eoxnm Axoascxs ruRwno xexr Steven L. Dobbs Engineering, LLC 10621AKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 now. cnnncsrt w xurxowu, roll xP. omi+ia Earthwork and Drainage Specifications Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the project work in accordance with Section 110, Florida Departmem c f Transportation (FDOT) Specifications. This item shall include, but is not limited to, the complete removal and legal disposal of all trees, blush, stumps, roots, grass. weeds, rubbish and other undesirable material to a depth of 18 inches below natural ground or proposed finished grade, whichever is lower The areas to be cleared generally consist of the entire site with the exception of areas specifically noted an the landscape plans as preserve areas or as areas to remain un-cleared. Care shall be taken to insure that no preserve areas or wetland areas are impacted by the clearing operation. Plum to initiating the clearing operation, all adjacent wetland and preserve arm shall be marked and nagged in accordance with the City of Okeechobee and South Florida Water Management Distinct (SF WMD) requirements All such areas immediately adjacent to the clearing operation shall also be protected by the installation of temporary silt banicm in accordance with the requirements of The City of Okeechobee and the SFWMD. Further erosion control shall be accomplished by seeding Rod mulching all disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching found elsewhere on this sheet. All material shall be removed from the site and shall be legally disposed of in accordance with all local, state and federal requirements. 2. Earthwork and Grading: All earthwork and grading shall be performed as required to achieve the final grades. typical sections and Elevations shown on the plans. In all other respects, materials and construction methods for earthwork- embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils Report. if available The specifications and recommendations included in that report shall be considered u a Pan of these plans and specifications. Should there be any conflict between that document and any Tequirements of these drawings or specifications, the most restrictive requirement shall govern. 1 Paving Improvements: All areas proposed for paving shall be constructed in accordance with the design grades and typical sections shown on the drawings, and in conformance to the requirements of the City of Okeechobee and Flonda Department of Trataporiation. A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the requmrcurems of Sections 300-1 through 300-7 of the FDOT Specifications. Prime Coat shall be applied at ante of 0 25 gallons per square yard and tack coat at a rate of 0.10 gallons per square yard, unless otherwise approved by the Engineer. Asphalt surface course thickness and material shall be as shown on the typical sections and shall m all ways conform to the requirements of FOOT, B. Base. Limerock base material shah be compacted to 99% of mEi.inww de-ity per AASHTO T-180. All limerock shall meet the minimum requirements of FDOT Section 911. As an alternate, cemented coquina conforming to FDOT Section 915 may be substituted and shall be subject to the compaction specifications detailed above and included in the Soils Engineer's report. C. Sub -grade: Sub -grade shall be compacted to 98 % of maximum density per AASHTO T-Igo. and stabilized to a minimum FBV of 50psi. Sub -grade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any sub -grade inspection. D. valley Gutter/ F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by extruding machine or forms u shown on the plans. Minimum concrete compressive strength shall be 3,000psi after 28 days, Sub -grade shall be moistened at the time concrete is placed to insure a uniformly damp surface. Ready -mix concrete shall have a slump of between 2 and 4 inches. No water shalt be added to increase workability. Test cylinders shall be made for the strength testing of each batch of concrete for at Ieasi 7 and 28 day testing. E. Sod: A minimum of a two -fool wide strip of sad, or as otherwise shown on the plans, shall be placed along the back of Laub of all constructed pavement to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570.575 and 981. Generally, the sodding requirements shall be as specified on the landscape plans, prepared by Others. F. Seed, Fertilize and Match: All distabed areas shall be sLabihzed with seed, fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be m conformance to FDOT Sections 570, 575 and 981. The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion prim to removal of the temporary silt fences. This applies only to then areas not covered by the sodding specified in the landscape plans, prepared by Others G. Testing: The Contractor shall secure the services of an approved independent testing laboratory to conduct all required testing on sub -grade, ban, asphalt and concrete. Locations required for these tests shall be as required by the City of Okeechobee, and/or in the case of the turn -lane improvements as rcquired by the City of Okeechobee. At a minimum, testing shall be as recommended by FDOT. Should any tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated. H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the requirements of the Manual of Uniform Traffic Control Devices. The City of Okeechobee. Maintenance of traffic During Construction shall be as required by FDOT. Continued: 4. Drainage Improvements: All labor, materials and construction methods shall be in conformance la the minimum engineering and construction standards of the City of Okeechobee and FDOT Specifications. Trench excavation and back -falling operations shall meet or exceed the requirements of FOOT Specifications, Section 125. The Contractor shall provide the necessary back -fill compaction testing required to demonstrate compliance with this section. The pipe trench shall be dry when pipe is laid and the pipe shall be bedded per the details and per FDOT specifications. The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor performing trench excavations over rive feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) excavation and safety standards, 29 C.F.R. 19926.650, Sub -part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM Specifications C-76. Class Ill. Wall Thickness "B". latest revision. All joints shall be soil -tight. Pipe gasket shall conform to FDOT Specifications. Section 942. 8- Corrugated Metal Pipe (CMP): All CMP shall be Steel, round, helical -wound corrugated pipe conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete bandwidth. All joints shall be soil -light All connecting bands shall he corrugated annular coupling bands- A Neoprene gasket of st least 7 inches wide by 318 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of al least to-If2 inches in width. All CMP shall be installed at maximum lengths to reduce the number ofjoints. C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, round. hchcal-wound corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends at joints shall be reformed to a minimum of 2 annular corrugations for the complete band width. All joints shall be soil -tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36-inch diameter and smaller. Larger pipe sizes require gaskets of at least to-112 inches in width All CAP shall be installed at maximum lengths to reduce the number ofjoints. D. Corrugated High Density Polyethylene Pipe (HDPE): All HOPE Pipe shall be into conforming to ASTM D3350 minimum cell classification 435400C, round. only annular corrugations and cotu'onuiug lu FDOT Sectiuu 949-1.3, Allpints shall be soil -tight. All eminecung bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 318 inch thick shall be used for all pipes of 36-inch diameter and smaller Larger pipe sins require gaskets of at least to-112 inches in width. All IIDPE shall be installed at maximum lengths to reduce the number ofjoints. E. Contests A-2000 PVC drainage pipe (A-2000): All A-2000 corrugated pipe with a smooth truenor shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated Profile (DWCP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. Pipe shall be manufactured to 46 psi stiffness when tested in accordance with ASTM Test Method D2412 There shall be no evidence of splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949 section 7.5. The pipe shall be made of PVC compound having a minimum cell classification of 12454B as defined in ASTM Specification W784, F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with push-onjoints (no glued )otitis) and shall be u specified for sanitary sewer construction, except that it shall be whim in color. Any portion of the PVC storm pipe that may be exposed to sunlight. such as its outlet to the detention pond, shall be painted to prm- it from UV IigM. G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, andjunction boxes shall be precast concrete conforming to ASTM C479 and 64T. All concrete shall have not less than 4000-pa compressive strength at 28 days. Structure sections shall be joined with a mastic sealing compound. The remaining space shall be filled with the cement mortar and finished so m to produce a smooth continuous surface inside and outside the wall sections. All openings in precast structures shall be cast at the time of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M C-270. Mortar material shall be mixed one pan Type 2 Portland cement to two pans aggregate by volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to ASTM C-144. The CONTRACTOR shall furnish the ENGINEER with shop drawings of all precast structures for his approval pnor to fabrication. Shop drawings shall show all dimension, reinforcing steel and specifications. Storm Manholes shall be constructed with a traffic bearing cast-iron slotted Brute. H. Trench Backfrll shall be as shown in the Drainage Details. In addition, toting under paved areas shall beas foilowsOne test location midway between structures and one test location adjacent to cash structure. Engineer may request additional locations. Testing m each location shall begin in the first foot above the culvert with tests Every two feel to within two feet of the sub -grade. Density shall be to 100 percent of maximum as determined by AASHTO T-99. 1. Control Structures: Shall be constructed per the above specifications for Ink". Manholes, and Junction Boxes except that the structures shall include the bleeders and weirs is shown on the detail. J. Rip -Rap Energy Dissipaters: Shall be constructed per the details and as shown on the drawings at the control structures and the downstream bubble -rap structures. The nibble shall be of material and placed in accordance to FOOT Section 530-2 3 (material) and FDOT Section 530-3.3 (Construction Methods), Should broken concrete be used as the rubble, it shall be free from minforeing bars or wire mesh. The contractor shall use care in the placement of the stone so that it a not dropped on thew fabric in such a fashion that (cars the fabric. The fabric shall be u specified in FOOT Section 985 and shall be of the woven design and as specified fin use with nprap per Table 1 of this section The bedding stone shall be of the type typically used for dratnfield rock and shall meet the requirements of FOOT for dramfield rock. irrlrl MAxo �MMpExanwxCrG,RK ODCUMrMwrtMWrwem(xAurxgawnON axD aDoripM car rr(wxt DDaa1, r. F.. Sx411(WRMtrr WYUn rOm soul (xG�xrixwG. tee ML.Ho IRTORE HAVEN OF REST CHURCH '°"°�xttonnA ra,RE Aw LOCATED IN CITY OF OKEECHOBEE Details foe Ha : 2018-022 SHEET 09 OF A9 i; I NOTE: LEGEND ' PROPOSED PALM TREE (46 PROVIDED) 1. There are existing trees onsite that will meet some of the landscaping requirement- Since there is not ;I tree survey, this will be field adjusted. 2. This plan is for site plan approval and only shows the location of the proposed landscaping. Follow the landscape providers planting recommendations. I PROPOSED TREE (54 PROVIDED) 3. Per City of Okeechobee Sec. 90-540. - Native drought tolerant plant materials required. Q PROPOSED SHRUB (446 PROVIDED) (a) Plants required to be installed shall be elected from the South Florida Water Management District's Xeriscape Plant Guide. (b) At least 75 percent of the total number of plants required shall be state native very drought tolerant /_ EXISTING PALM TREE TO REMAIN (19 TOTAL) species as listed in the South Florida Water Management District Xeriscape Plant Guide. However, when a landscape 'irrigation system is installed, at least 75 percent Or the total number Ofplants EXISTING TREE TO REMAIN (30 TOTAL) required shall be state native moderate or very drought tolerant species. p (c) Trees shall be at )east ten feet high and two inches in diameter measured four feet above ground level at the time of planting. fir-1——T—r—I— �• '„!►� ,, � !" mom o v�d( ufsva.b`o+ata'rva,tea+Fada O' O a0 ��� ©( -:aAO QApOOAO.f606tipfL;q :al SCALE: 111= 30' 0 1S' 30' 60' Landscaping Requirements Trees Shrubs I tree and 3 shrubs for every 3,000 sf of lot 149 446 area -10.14 acres Buffer 10'street- rother Property uses(PL) 34 102 -1 tree, 3 shrubs for every 300 sf of required landscaping 350 N on street and 3,3S9If on other PU 18 if of landscaping for every parking space - 36 109 hru bs 1 tree and 3 sfor every 12 sf of lan pin -33 l tlscaPro sed Parking spaces Landscape islands min 5' s IS'every 30 19 57 Il spaces mu. uninterrupted spaces 12 IMividual5i k Family 0 0 Mubfimi One Bedroom (2 trees Per unit) 2 0 MuRlfamiN two to four Bedraoms(3 trees 6 0 Per unit) Home Park or subdivision (2 trees per 0 0 =lie ellDILI Assisted Living facirties, nursing home (l tree 0 0 per two units or bedrooms) MuhHaml one Bedroom f2 trees per unit) 0 0 Total:1 149 1446 Note: Since the landscaping requirement will require the minimum landscaping based on the lot area of 149 trees and 446 shrubs. 1 . 6' CONC. SIDEWALK . 1 70' x 150' SANCTUARY I ... 6'court 3IDEW,4R' I tt oA�:d qri sr z\.� lrf try-'�ku! 3'�.O -�d 1SaYltvi1131 GI rd:r1:IR D v!t^elpgrfl 'eITG•3(ZS147t/ Al fs O f fnl Elul ilnl (I Il ----------------- ru-lllrlMt,pRL'3p= �---------- -- ------------------- la LEGEND ASPHALT PAVED CONCRETE STABILIZED GRASS EXISTING SPOT ELEVATION .13- i PROPOSED SPOT ELEVATION 490 PROPOSED FLOW ARROW nusE of AID w 1-1 IHAKE ON TNaoOcuIAENr wneour WRI-I AUTNOwAnoN AND ADWMN s. snwN L. Duess F I., sIA SE WIrvour ulin TosTE CALL sa NouRS BEF"IE HAVEN OF REST CHURCH 1. DIG INFLMIpq THE — LOCATED IN CITY OF OKEECHOBEE Landscaping Plan OeNo. HEFT 22 SHEET North View o1 OF 02 d---------�\��--------------- I \ I PROPOSED DRY DETENTION AREA uix. PER iur... Et .. I I I / 1 Iw I ------------------------ STABILIZED GRASS DRIVE ` r-———————— — — — — -� 0.50 ACRE LOT I FOR FUTURE PARSONAGE I I L -————————— — — —- -� --------- ———rs`-----------� I L I i ' r ai l `' ;- �,>~ - - �--------------- �` ��♦ � - I G /d .rays ( ��� �� '--------' -�' `� � _ �� r< °' N IJ� •,� if it 3 70' x 150' b aC�l `� �. �� v\\\\`\t �- c u \ • , `� '`�` FELLOWSHIP HALL v, o`/ If I� I( 1� �! ::Q•'% ezir ` `z� ' — 70' x 150' c /� I II I ( rvnn n[nunnn J II 1 70' xSD' CO FE NCE HAL >,� v D' (` v'iG.Jr'titre�ehGRgss � n'q ORlyp �— y � � cLtss 1 if 1) I II I (FUTURE) I III '-- I IIII v��Cy 1 �5-— — — — — — — — — — __ _ _ ____ __ f _____ 1 sr----------------------------.D-----------------------------------------�mr rDAamlmdn-------------------------- ----------------------- xarts�rs�1 ----------- se �� aaa� as M �� t. �� pa r �� A ��� /� .r ��� t all ��r .iW. Rai r�� v4 Landscaping RegWmm nts Trees Shrubs NOTE; 1 tree and 3 shrubs for every 3,000 sf of lot 149 446 area -10.24 acres LEGEND 1. There are existing trees onsite that will meet some of the landscaping requirement. Since there is not a Buffer 20'street - V other Property Lines (PL) 34 102 - 1 tree, 3 shrubs for every 300 sf of required PROPOSED PALM TREE (46 PROVIDED) tree survey, this will be field adjusted. lanascapirlg 35D R on street and 3,359 x on other PLs 2. This plan is for site plan approval and only shows the location of the proposed landscaping. Follow P P PP Y P P P g• the landscape providers planting recommendation. 18sf of landscaping for every parking space- 36 108 l tree and 3 shrubs for every 72 sf of PROPOSED TREE PROVIDED) arkin s aces landscaping-33 roposed parking Q c /r PROPOSED SHRUB (446 PROVIDED) EXISTING PALM TREE TO REMAIN (19 TOTAL) 3. Per City of Okeechobee Sec. 90-540. - Native drought tolerant plant materials required. (a) Plants required to be installed shall be elected from the South Florida Water Management Districfs Xeriscape Plant Guide. (b) At least 75 percent of the total number of plants required shall be state native very drought tolerant LEGEND ASPHALT PAVED Landscape islands min 5' x 15' every 10 spaces max. uninterrupted s —11 19 57 Individual Sin k FamiN 0 0 Multifamily One Bedroom (2 trees per unit) 6 o Multifamily two to four Bedrooms (3 trees 6 0 per unit) IV II I( as listed in the South Florida Water Management District Xeriscape Plant Guide. However, when a landscape irrigation system is installed, at least 75 percent or the total number of plants CONCRETE Mobile Home Park or subdivision (2 trees per 0 o dwelin I < L I EXISTING TREE TO REMAIN (30 TOTAL) required shall be state native moderate or very drought tolerant species. STABILIZED GRASS Assisted Living facilities, nursing home 11 tree 0 o per two units or bedrooms) v�q" (c) Trees shall be at least ten feet high and two inches in diameter measured four feet above ground level at the time Of planting. EXISTING SPOT ELEVATION .143- PROPOSED SPOT ELEVATION .00 Multifamily One Bedroom (2 trees per unit) o o Total: 149 446 PROPOSED FLOW ARROW -... Note: Since the landscaping requirement will require the minimum landscaping based on the lot area of 149 trees and 446 shrubs. .c-lam SCALE: 1"= 30' 0 16' 30' 60' ws..usExrorsaweE.awnxwoo.s,ro.r„rs.Enne rv..osl.vo tutu*ro. w.x��r w.s P.sP..so . +xa ooeuuExr wl.xour w.mrx aurxo.w*xw.xv.vw L. Dobbs (ring, LLC AKES WAY lee, FI 34974 63)824-7644 No. DATE By REVISIONS w w N Y v Q a I 0 N �� O_ 0000_O_Q,v::;• .!icL .ri�� iiia� 'e�i`\ I Sii� ` oa. _ 9.vvan- . ..- 'o. eta♦ o e;�. o�n. ;� • � ;-o� a,, n `�/��9' o r�� ; ►� �ll�, ,\.i:o., i..OA� SANCTUARY FELLOWSHIP HALL kzv ��:�i- ���� ��. : r•; j, �� 'e,,�ee \ spa se�•' � � � l00�� 1/VY46VYe440 ►Pnaneee8i(J,;j ,\ A �.� v. , •ems. � ��1 �► fry /_ 000 :;jl;. �.peeaperpt►�►Ap Vp�OepOr1 �� ' �.;_ i ��1 (r°I • • • IO"4e"44 ."440W1.�40"401.i's0"OO s00"000R- e �l�\ ' l � � � �o� �• e � � ► �•�A:0.4.40:4A.0.0:0.4.00:0.14.0:4.4.Oi O.O.OI40 sr%1 •� �o r� o r-- 0 7 915 Staff Report Site Plan Review: Address: 807 SW 2nd Street Description: Haven of Rest Church Prepared for: The City of Okeechobee Applicant: Tom Velie Petition No.: 20-005-TRC LaKue a iJem 1375 h&c n She 1206 Fort Myers, FL 33901 Staff Report Site Plan Review Owner Applicant Applicant Phone Number Owner Address Site Address Contact Person Contact Phone Number Contact Email Address Future Land Use Map Classification Zoning District Use of Property Acreage Applicant: Tom Velie Petition No. 20-005-TRC Haven of Rest Tom Velie 32801 Highway 441 N, Lot 244 Okeechobee, FL 34972 807 SW 2nd Street Steven L. Dobbs 863-634-0194 sdobbs@stevedobbsengineering.com Existing Multi -Family Residential Residential Multiple Family Vacant 10.2 acres Parcel Identification number: 2-21-37-35-OA00-00006-0000 Legal Description: Proposed Multi -Family Residential Residential Multiple Family Church 10.2 acres THE EAST 10.24 ACRES OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 500, PAGE 754, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA LYING NORTH OF SOUTHWEST 6TH STREET AND SOUTH OF SOUTH PARK STREET IN SECTION 21, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET, SAID POINT BEING THE SOUTHWEST CORNER OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE SOUTH 89°48'47" WEST, ALONG THE NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET, A DISTANCE OF 285.13 FEET; THENCE NORTH OOoO9'05" WEST, DEPARTING SAID NORTH LINE, ALONG A LINE PARALLEL TO THE WESTERLY RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD AS LOCATED ALONG THE EAST BOUNDARY OF THE PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 500, PAGE 754, TO THE INTERSECTION WITH ALINE AND THE EXTENSION THEREOF, 100.00 FEET SOUTH OF AND PARALLEL TO THE SOUTH BOUNDARY OF THE LAND DESCRIBED IN OFFICIAL RECORDS BOOK 293, PAGE 257, A DISTANCE OF 994.54 FEET; THENCE NORTH 89o49'33" EAST, ALONG A LINE PARALLEL TO THE SOUTH BOUNDARY LINE OF SAID PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 293, PAGE 257, TO THE INTERSECTION WITH A LINE LYING 70.0 FEET EAST OF AND PARALLEL TO THE EAST BOUNDARY LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 293, PAGE 257, A DISTANCE OF 49.69 FEET; THENCE NORTH 00°07'58" WEST, ALONG SAID LINE AND THE EXTENSION THEREOF LYING 70.0 FEET EAST OF THE EAST BOUNDARY OF THE PROPERTY DESCRIBED IN SAID OFFICIAL RECORDS BOOK 293, PAGE 257, A DISTANCE OF 537.64 FEET TO A POINT ON A NON - TANGENT CURVE AND THE SOUTH RIGHT-OF-WAY LINE OF SOUTHWEST 2ND STREET, THROUGH WHICH A RADIAL LINE BEARS NORTH 33o24'04" WEST, SAID CURVE BEING CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 414.09 FEET; THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 47°12'31 ", ALONG THE SOUTH RIGHT-OF-WAY LINE OF SOUTHWEST 2ND STREET TO THE INTERSECTION I*, planning Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC WITH THE SOUTH RIGHT-OF-WAY LINE OF SOUTH PARK STREET, AN ARC DISTANCE OF 341.19 FEET; THENCE NORTH 89°49'33" EAST, ALONG THE SOUTH RIGHT-OF-WAY LINE OF SOUTH PARK STREET, A DISTANCE OF 23.95 FEET TO THE INTERSECTION WITH THE WEST RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY; THENCE SOUTH OOoO9'05" EAST, DEPARTING SAID SOUTH LINE, ALONG THE WEST RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RAILROAD RIGHT-OF-WAY, A DISTANCE OF 1,040.16 FEET; THENCE NORTH 89o5O'55" EAST, DEPARTING SAID WEST LINE, ALONG THE SOUTH RIGHT-OF-WAY LINE OF THE SEABOARD COASTLINE RIGHT-OF-WAY AND THE SOUTH LINE OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 463, PAGE 1488, A DISTANCE OF 80.00 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 316, PAGE 1436; THENCE SOUTH OOoO9'05" EAST, DEPARTING SAID SOUTH LINE, ALONG THE WEST LINE OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 316, PAGE 1436, A DISTANCE OF 693.33 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE SOUTH 89o48'47" WEST, DEPARTING SAID WEST LINE, ALONG SAID NORTH LINE, A DISTANCE OF 50.00 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439; THENCE SOUTH OOoO9'05" EAST, ALONG THE WEST LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 452, PAGE 1439, A DISTANCE OF 76.17 FEET TO A POINT ON SAID NORTH RIGHT-OF-WAY LINE OF SOUTHWEST 6TH STREET AND THE POINT OF BEGINNING The applicant has submitted plans and supporting documentation for construction of a church sanctuary and a fellowship hall on a 10.24 acre parcel with parking and drainage facilities. The site plan also depicts items planned for later development on the site including 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'x150' and 10,500 square feet each. A 20'x25' port cochere is also proposed for the main sanctuary building. The site is located between SW 8th Ave to the north and SW 6th Street to the south and is currently vacant. Vacant land, which is the site of an approved (yet unbuilt) apartment complex, lies to the west. Retail and manufacturing uses lie to the east. Future Land Use Map Classification North Zoning District Existing Land Use Future Land Use Map Classification East Zoning District i ...K., planning Industrial Commercial Multifamily Residential Single Family Residential Industrial Residential Multiple Family Heavy Commercial Office and Retail Industrial Commercial Single Family Residential Multifamily Residential Industrial Central Business District Staff Report Site Plan Review Existing Land Use Future Land Use Map Classification South Zoning District Existing Land Use Future Land Use Map Classification West Zoning District Existing Land Use Applicant: Tom Velie Petition No. 20-005-TRC Residential Multiple Family Retail, Business and Manufacturing Commercial Single Family Residential Residential Multiple Family Residential Single Family -One Church and Childcare Multi Family Residential Residential Multiple Family Currently vacant with approval for an apartment complex Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission may be deficient are highlighted. POTABLE WATER AND SANITARY SEWER: The Applicant is proposing the use of a well for potable water and a septic system for sewage disposal. 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's 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. DRAINAGE: A Drainage Report has been submitted, and a dry retention area is depicted on the site plan. TRAFFIC GENERATION: The Institute of Traffic Engineers 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. It may be appropriate to consider requiring that a more in-depth traffic study be conducted at such time as the phase 2 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 SW 6" Street be converted from an emergency entrance with stabilized grass to a paved secondary entrance. ACCESS AND EGRESS: The main ingress/egress for this facility will be from SW 8th Ave. An additional emergency entrance is also proposed from SW 61h St. It should ultimately be the 1..K,11. 3 planning Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC decision of the fire chief as to whether the stabilized grass driveway is appropriate or if the emergency entrance should be paved. INTERIOR CIRCULATION: The entrance on SW 811 Ave is 24 feet wide, as are all of the drive aisles with adjacent parking spaces. However, the drive aisle beneath the port cochere is only 17 feet wide and one of the drive aisles at the end of a parking row is only 20' 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 port cochere to access it. REQUEST FOR REDUCTION IN PAVED PARKING SPACES: Section 90-512(4) requires that places of worship be provided with 1 parking space per 3 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 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. Section 90-484 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% of the parking spaces to be reduced. The site plan shows 150 total parking spaces, with 112 of those spaces surfaced with stabilized grass instead of paved. This represents a 74.7% reduction. Approval of the proposed site plan must be made contingent upon approval of the paved parking request by the city council. The subject property is located amongst a variety of residential, commercial and industrial uses. To the west lies a vacant property that has been approved for a 190 dwelling unit apartment project. To the east lie commercial uses as well as an active industrial manufacturing facility that is currently proposed for expansion. This church facility should serve as a transitional use between the manufacturing facility and the apartment complex. Regulation Required Provided Min Lot Area §90-196(1)(d) 10,000 sq ft 446,054 sq ft Min Lot Width 100, 200' §90-196(1)(d) i... K,11 4 planning Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC Regulation Required Provided Min FY Setback (SW 811 Ave) 25' 240' §90-196(2)(b) Min SY Setback 20 30' on west side §90-196(2)(b) 86' on east side Min RY Setback (SW 6ch St) 20' 300' §90-196(2)(b) Max Lot Coverage 30% 10% 90-196 3 b Max Impervious Surface 60% 21 % 90-196 3 b Max Height 45' One story (less than 45') 90-196 4 Min Lot Area 90-696 2 40,000 sq ft 446,054 sq ft Min Lot Width 150' 200' 90-696 2 Min FY Setback (SW 81h Ave) 40' 240' 90-696 3 25'; 50' abutting residential zoning Min SY Setback district or abutting an adjacent 50' 90-696 § 3 () residential use in the same residential zoning district. Min RY Setback 25'; 50' abutting residential zoning (SW 6ch St) district or abutting an adjacent 300' §90-696(3) residential use in the same residential zoning district. Max Lot Coverage 25% 10% 90-696 4 Max Height 45 One story (less than 45') 90-696 5 Min parking space dimensions g' by 20' 10' x 20' 90-511 b Min Loading space At least 10' wide by 30' long w/14' In compliance dimensions vertical clearance. 90-511 c Minimum All parking aisles are 24' wide (one Driveway Width 24' wide drive for spaces between non -parking drive aisle is only 17' 90-511 d 2 75° and 90°. and another is only 20' planning Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC Regulation Required Provided Paved Parking Each parking and loading space Not in compliance. Some spaces are shown with stabilized grass §90-511(e)(1) shall be paved surface. Each parking or loading space Paved Space shall open directly onto a driveway Access that is not a public street, and each In compliance §90-511(e)(2) parking space shall be designed to permit access without moving another vehicle. Buildings, parking and loading areas, landscaping and open Paved Area spaces shall be designed so that Safety pedestrians moving between In compliance §90-511(e)(3) parking areas and buildings are not unreasonably exposed to vehicular traffic hazards. Paved pedestrian walks shall be Paved provided along the lines of the Not clear whether the walkway Pedestrian most intense use, particularly adjacent to the fellowship hall Walks between building entrances to extends to the entrance. §90-511(e)(4) streets, parking areas, and adjacent buildings. Loading Spaces Loading facilities shall be identified Identified as to purpose and location when In compliance §90-511(e)(5) not clearly evident Min Parking No parking space accessed via a Space Setback driveway from a public road shall In compliance §90-511(e)(6) be located closer than 20' from the right-of-way line of said public road Min Number of Off-street 1 space per 3 persons in main Parking Spaces auditorium worship 150 parking spaces provided 90-512 4 450 - 3 = 150 spaces required 1 for 10,000 to 40,000 sf floor area, plus 1 for each additional Min number of 60,000 sf floor area Off-street 1 loading space required for the 1 loading space provided Loading spaces two currently proposed structures. An additional loading space must §90-513(4) be added when future structures are built. Min number of For parking facilities with 151 to ADA parking spaces 200 parking spaces, at least 6 of 6 ADA parking spaces provided FI Accessibility those spaces must be ADA Code §208.2 spaces ; ,r_:, 6 F:!druunci Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC Regulation Required Provided Min ADA parking space dimensions 12' by 20' with a 5' wide access In compliance FI Accessibility aisle Code §502 19 existing palm trees remaining 1 tree and 3 shrubs for every 3,000 30 existing trees remaining Min square feet of lot area 46 new palm trees provided Landscaping 54 new trees provided §90-532 446,054 sf of lot area = 149 trees = 149 total trees and 446 shrubs required 446 proposed shrubs Landscaping 18 sf of landscaping required per for parking and required parking space. Vehicular use In compliance 150 x 18 = 2,700 sf of required areas 90-533 1 landscaped area Landscaping for parking and One tree per 72 sf of required Vehicular use landscape area In compliance areas 2,700 = 72 = 38 required trees 90-533 2 While there is a 2 foot wide space Landscaping reserved around the perimeter of for parking and Two feet of landscaping required the sanctuary building and along the Vehicular use between buildings and vehicular north side of the fellowship hall, no areas use areas. landscaping is actually shown in §90-533(4) those spaces. Landscaping Min. dimension of landscaped for parking and areas must not be less than 4' In compliance Vehicular use except adjacent to on -site areas buildings. §90-533(5) One landscaped island at least 5' Landscaping by 15'w/at least one tree must be for parking and Vehicular use provided for each 10 required In compliance parking spaces w/ a maximum of areas 12 uninterrupted parking spaces in §90-533(6) a row. Landscape buffer areas 10' minimum width of street In compliance frontage buffers 90-534 1 Landscape buffer areas property 2' minimum width of line In compliance 90-5341 buffers i ..h planni.ny Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC Regulation Required Provided 1 tree and 3 shrubs for each 300 square feet of required landscaped buffer 341 linear ft of non -driveway frontage on SW 2"d St requires 10' In compliance wide buffer, 3,410 sf of landscaped area, 11 trees and 34 shrubs 1,939 linear ft of east property line Only 22 shrubs provided Landscape requires 2' wide buffer, 3,878 sf of buffer areas landscaped area, 13 trees and 39 §90-534(2) shrubs 265 linear ft of non -driveway south In compliance property line requires 10' wide buffer, 2,650 sf of landscaped area, 9 trees and 27 shrubs 1,583 linear ft of frontage on west In compliance property line requires 2' wide buffer, 3,166 sf of landscaped area, 11 trees and 32 shrubs Landscape Trees may be planted in clusters, buffer areas but shall not exceed 50 feet on In compliance §90-534(3) centers abutting the street. Species When more than ten trees are diversification required to be planted, two or more Palms and "trees" are proposed §90-538(c) species shall be used. Tree spacing Trees and shrubs shall not be from utility planted in a location where at their maturity they would interfere with In compliance structures utility services (in accordance with §90-538(d) §90-543). Many of the proposed trees in the Shade Trees should maximize the parking areas are palms, which do §90-538(e) shading of pedestrian walks and not provide as much shade as other parking spaces. tree types. Landscape area Landscaping shall be protected barriers from vehicular encroachment by In compliance means of curbs, wheel stops, §90-538(g) walks or similar barriers. I,,K planning Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC Regulation Required Provided At least 75 percent of the total number of plants required shall be state native very drought tolerant species as listed in the South Florida Water Management District Drought tolerance Xeriscape Plant Guide. However, In compliance §90-540(b) when a 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 species. Trees shall be at least ten feet high Min tree size and two inches in diameter In compliance §90-540(c) measured four feet above ground level at the time of planting. Prohibited Species listed in 90-542 shall not p § In compliance species be planted. 90-542 Plans depict a new sidewalk along SW 2nd Street. Sidewalks Sidewalks required adjacent to §78-36(a)(1) right-of-way There are no existing sidewalks along SW 611 St in the vicinity of this property. 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 horizontal foot-candle Photometric plan provided which Photometric Plan power of artificial lighting. Lighting, demonstrates adequate illumination §78-71(a)(5) when provided, shall be directed of the parking area away from public streets and residential areas and shall not be a hazard or distraction to motorists traveling a street. �,�idtltlltl�j Staff Report Applicant: Tom Velie Site Plan Review Petition No. 20-005-TRC Based on the foregoing analyses, we recommend that the following conditions be met prior to issuance of building permits: 1. The applicant must receive approval from the city council for a 75% reduction in the number of required paved parking spaces. 2. If the Fire Chief agrees, the stabilized grass driveway that is proposed from SW 61h Street is acceptable as long as a security gate is maintained, and use is restricted to emergency situations only. 3. Plans should clearly demonstrate that a paved walkway extends to the entrance of the fellowship hall. The applicant should also consider rerouting that walkway away from the dumpster pad. 4. Two foot wide landscaped buffers should be provided between buildings and vehicular areas. 5. 17 Additional shrubs should be provided along the east property line. 6. The applicant should consider substituting shade trees for palms in the parking areas and around the walking paths. Submitted by: Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: September 10, 2020 TRC Hearing date: September 17, 2020 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs 10 planning Staff Report Site Plan Review Applicant: Tom Velie Petition No. 20-005-TRC FUTURE LAND USE Subject Site and Environs -f STAR 0040 I0 ti A 001 M {T F L • 0 ..w. s, 4 r SA .K s• 8 178 8 9 12 LAND USE CLASSIFICATIONS Ol lr.+ SINGLE Fa611. - COMMEP.C!.:, INC':STRIAL PUBLIC FACILITIES EASEMENT RAILROAD ':.ENTERLINE NOPKINS MEANHm -INE UNIN%OPPOR47= .Ruc ptanning 179 180 189 188 192 193 197 251 233 234 Staff Report Site Plan Review ZONING Subject Site and Environs 23 162 5 3 G 13 16 202 Applicant: Tom Velie Petition No. 20-005-TRC 161 160 159 1 F L r164 165 78 i 179 Leo +s� igg 192 ?�, 233 ZONING L.R., 12 planning Staff Report Site Plan Review EXISTING LAND USE Subject Site and Environs. 4 4# !1 01 rM 7-0 Q 0 4C SW I Applicant: Tom Velie Petition No. 20-005-TRC 16 M� — 1 0 " got -o in AILI PARKS rr' Lou O.Jft S WVV. 2 11 D S TrM I -W rM r PO SW 3 RD IV rn M.J .4ST _H r Al :A igg - SM& -,P Irr7w, 7% -bm-, W--.- 1-..K- 13 ptanntrig