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2021-10-21 �\Sy,OF•OKffy0� CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING o _ o OCTOBER 21 , 2021 91 k SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC) for the City of Okeechobee to order on Thursday, October 21, 2021, at 10:00 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida. The invocation and Pledge of Allegiance was led by City Administrator Gary Ritter. II. ATTENDANCE The following TRC Members were present: City Administrator Gary Ritter, Building Official Jeffery Newell, Fire Chief Herb Smith, Okeechobee County Fire Rescue (OCFR) Captain Justin Hazellief, Police Chief Donald Hagan, and Public Works Director David Allen. City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford, Committee Secretary Patty Burnette and General Services Secretary Keli Trimnal were also present. City Attorney Gloria Velazquez, Okeechobee County Environmental Health Director Victor Faconti and the Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Fire Chief Smith to approve the agenda as presented. Motion Carried Unanimously. C. There were no comment cards submitted for public participation. IV. MINUTES A. Motion by Building Official Newell, seconded by Public Works Director Allen, to dispense with the reading and approve the July 15, 2021, August 19, 2021, and September 16, 2021, Regular Meeting minutes. Motion Carried Unanimously. V. NEW BUSINESS A. Site Plan Review Application No. 21-005-TRC, construction of a proposed 12-unit, two- story condominium building for sale to third parties on 1.31± acres located at 116 Southeast 8t" Avenue. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval with the following criteria being met prior to issuance of any building permits: the appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review and the City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. 2. OCFR Captain Hazellief commented for maneuverability purposes, after entering the site, will need a way to turn the fire trucks around. There is a dead-end corridor that is approximately 200 feet which is over the maximum amount allowed by state code. In addition, he requested the location of the fire hydrant and fire department connection for the sprinkler system. Building Official Newell expressed concern with the North entrance/exit and suggested also adding a South one to keep traffic congestion down at the entrance to the Northshore Plaza. By having two entrances/exits a loop would be created for the fire trucks to maneuver better. Public Works Director Allen commented 30 by 30 high intensity prismatic stop signs are required. OUA Executive Director Hayford requested utility plans showing the fire hydrants, water mains and meters. 3. Mr. Loris Asmussen, Engineer on behalf of Property Owner, B & T Fair Investments, Inc. was present. He commented he would consider the suggestion of two access points for entering and exiting the site. He's not planning on doing any work on the bank of Taylor Creek. 4. No public comments were offered. 5. Chairperson Ritter disclosed he has spoken to Mr. Asmussen regarding the proposed project. TRC MINUTES, October 21, 2021, PAGE 1 of 2 V. NEW BUSINESS ITEM CONTINUED 6. Motion by Building Official Newell, seconded by OCFR Captain Hazellief to approve Site Plan Review Application No. 21-005-TRC, as presented in [Exhibit 1 , which includes the Planning Consultant's analysis of findings and recommendation for approval] with the following condition: add a second access point to the South for entering/exiting the proposed site. Motion Carried Unanimously. VI. Chairperson Ritter adjourned the meeting at 10:22 A.M. Submitted by: {JCL i. l ) Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, he/she may need to ensure that a verbatim record of the proceeding is made,which record includes the testimony and evidence upon which the appeal is to be based. General Services' media are for the sole purpose of backup for official records. TRC MINUTES, October 21, 2021, PAGE 2 of 2 •L �v LL -„ 7915* MINUTE & AGENDA FILE PERMANENT RECORD OCTOBER 21, 2021 TECHNICAL REVIEW COMMITTEE MEETING 1 - APPROVED TYPED M IN UTES 2 - HANDWRITTEN MINUTES 3 - ORIGINAL COMPLETE AGENDA 4 - MEETING PROOF OF PUBLICATION INCLUDING ITEMS DISTRIBUTED AT THE MEETING AND CORRESPONDENCES CITY OF OKEECHOBEE, FLORIDA OCTOBER 21 , 2021 , TECHNICAL REVIEW COMMITTEE MEETING HANDWRITTEN MINUTES BY PATTY BURNETTE I. CALL TO ORDER Chairperson Ritter called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, October 21, 2021, at A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Ritter. �, '�/ II. ATTENDANCE PRESENT ABSENT City Administrator Gary Ritter r✓ Building Official Jeffery Newell Fire Chief Herb Smith ✓ Okeechobee County Fire Rescue Captain Justin Hazellief ✓ Police Chief Donald Hagan Public Works Director David Allen City Attorney Gloria Velazquez City Planning Consultant Ben Smith F/ Okeechobee County Environmental Health Director Victor Faconti Okeechobee Utility Authority Executive Director John Hayford Okeechobee County School Board Representative Board Secretary Patty Burnette General Services Secretary Keli Trimnal III. AGENDA A. Chairperson Ritter asked whether there were any agenda items to be added, deferred, or withdrawn. There were B. Motion by deli t I , seconded by S rYut� to approve the agenda as presented. Chairperson Ritter , Building Official Newell , Fire Chief Smith . OCFR Captain Hazellief , Police Chief Hagan Public Works Director Allen Motion Carried. at IV. MINUTES A. Motion by U"11 seconded by _h, ' to dispense with the reading and approve the July 15, 2021, August 19, 2021, and September 16, 2021, Regular Meeting minutes. Chairperson Ritter , Building Official Newell , Fire Chief Smith . OCFR Captain Hazellief Police Chief Hagan Public Works Director Allen Motion Carried. V. NEW BUSINESS A. Site Plan Review Application No. 21-005-TRC, construction of a proposed 12-unit, two- story condominium building for sale to third parties on 1.31±acres located at 116 SE 8th Avenue. 1. City Planning Consultant Ben Smith of LaRue Planning and Management Services briefly reviewed the Planning Staff Report. The subject property is 1 .31± acres located on the West side of SE 8th Avenue and the East side of Taylor Creek. The applicant is proposing to construct 12 townhomes for sale as condominiums. Long parking spaces are proposed for each unit which are sufficient to accommodate stacking of two vehicles each. 12 additional parking spaces are proposed on the East side of the development which could presumably be made available to guests. The proposed plans include a dedicated dumpster area and a stormwater management feature located between the principal structure and Taylor Creek. Water and wastewater services will be provided by Okeechobee Utility Authority (OUA) and solid waste disposal services will be provided by Waste Management. P. Burnette Handwritten Minutes, October 21, 2021, Page 1 of 5 V. NEW BUSINESS A. CONTINUED Previous landfill capacity estimates indicate that there is adequate capacity to serve the proposed development. he plans include a stormwater management detention facility located between the principal structure and Taylor Creek. Water management calculations have also been provided. These items should be reviewed by the City's engineering service. Regarding traffic, it is not expected that local roadways and State Road 70 will experience a significant change in traffic intensity from this development. One 30-foot-wide driveway is proposed on SE 8th Ave to provide ingress and egress to the site. The interior access aisle is also proposed at 30-feet-wide. Additional maneuvering space is provided adjacent to the dedicated dumpster location which should sufficiently accommodate waste truck turning movements. Internal circulation appears adequate. The dimensional standards review appears to meet the requirements of the City's Land Development Regulations (LDR's). A sidewalk is already in place on the West side of this segment of SE 8th Avenue and a photometric plan was submitted. Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: the appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review and the City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. �66J- dol(awh 2. Building Official Newell: C�)WY4 U)l re kl- S&J� �61 ` i }� E` �� lea o�,Pis°e to �esp� � w Ida ve �� l Fire Chief Smith: YI)16,I 1,1�7�� `�.irYt (,0(�`1�,�.to .� YA P. Burnette Handwritten Minutes, October 21, 2021, Page 2 of 5 V. NEW BUSINESS A. CONTINUED OCFR Captain Hazellief: b.) 15c is Cad eyd JW F." rywe lefl-01- vP I�ovQ 6 Cer�er�f C 1 r fOS5 S�ret k-) Police Chief Hagan: tb;TS b � � `fn Public Works Director Allen: h tg h P f-eq UAW — , 1�2a IQr) o� �r K. S . 'i r !�l�,ccL�r he r n� u VC/ tots MIA'rr'ccmt County Environmental Health Director Faconti: OUA Executive Director Hayford: Ho mekr/1fK;S � -ire kgdfa-rt1-z.(()6plors prvvaPd Chairperson Ritter: L (n� PrDoApd L�O) P. Burnette Handwritten Minutes, October 21, 2021, Page 3 of 5 V. NEW BUSINESS A. CONTINUED 3. Mr. Loris Asmussen, Engineer on behalf of Property Owner, B & T Fair Investments, Inc. was present and available for questions. There were lqq . " . Js �j� i-m.Ms t &6 OA� A� cam _ cry .- 61, 60 f bet , 4. There were no questions from the public. 5. There were no disclosures of Ex-Parte Communications. �U✓t g P. Burnette Handwritten Minutes, October 21, 2021, Page 4 of 5 V. NEW BUSINEPS A. CONTINUED 6. Motion by hlpo"ir,I] , seconded by ^� ' , to approve Site Plan Review Application No. 21-005-TRC, as presented in [Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation of approval] with the following conditions: �f7 rjpi �..f►1 Yd61�. Chairperson Ritter , Building Official Newell , Fire Chief Smith . OCFR Captain Hazellief Police Chief Hagan , Public Works Director Allen Motion Carried. ! , ad, q r-n P. Burnette Handwritten Minutes, October 21, 2021, Page 5 of 5 CITY OF OKEECHOBEE, FLORIDA OCTOBER 21 , 2021 , TECHNICAL REVIEW COMMITTEE MEETING HANDWRITTEN MINUTES BY KELI TRIMNAL I. CALL TO ORDER Chairperson Ritter called the meeting of the Technical Review Committee for the City of Okeechobee to order on Thursday, October 21 , 2021, at ' ` A.M. in the City Council Chambers, located at 55 Southeast 3rd Avenue, Room 200, Okeechobee, Florida. A. The Pledge of Allegiance was led by Chairperson Ritter. II. ATTENDANCE PRESENT ABSENT City Administrator Gary Ritter Building Official Jeffery Newell Fire Chief Herb Smith Okeechobee County Fire Rescue Captain Justin Hazellief Police Chief Donald Hagan Public Works Director David Allen City Attorney Gloria Velazquez City Planning Consultant Ben Smith Okeechobee County Environmental Health Director Victor Faconti Okeechobee Utility Authority Executive Director John Hayford Okeechobee County School Board Representative Board Secretary Patty Burnette V General Services Secretary Keli Trimnal III. AGENDA A. Chairperson Ritter asked whether here were any agenda items to be added, deferred, or withdrawn. There were IJO 0 P_ B. Motion by W ec)rA , seconded by to approve the agenda as presented. Chairperson Ritter , Building Official Newell ` , Fire Chief Smith . OCFR Captain Hazellief Police Chief Hagan , Public Works Director Allen Motion Carried. IV. C M MUTES A. Motion by seconded by to dispense with the reading and approve the July 15, 2021 , August 19, 2021, and September 16, 2021 , Regular Meeting minutes. Chairperson Ritter , Building Official Newell , Fire Chief Smith . OCFR Captain Hazellief �T , Police Chief Hagan , Public Works Director Allen Motion Carried. kA V. NEW BUSINESS ( i'� A. Site Plan Review Applicat on No. 21-005-TRC, construction of a proposed 12-unit, two- story condominium building for sale to third parties on 1.31± acres located at 116 SE 8th Avenue. 1. City Planning Consultant Ben Smith of LaRue Planning and Management Services briefly reviewed the Planning Staff Report. The subject property is 1.31± acres located on the West side of SE 8th Avenue and the East side of Taylor Creek. The applicant is proposing to construct 12 townhomes for sale as condominiums. Long parking spaces are proposed for each unit which are sufficient to accommodate stacking of two vehicles each. 12 additional parking spaces are proposed on the East side of the development which could presumably be made available to guests. The proposed plans include a dedicated dumpster area and a stormwater management feature located between the principal structure and Taylor Creek. Water and wastewater services will be provided by Okeechobee Utility Authority (OUA) and solid waste disposal services will be provided by Waste Management. K. Trimnal Handwritten Minutes, October 21, 2021, Page 1 of 5 V. NEW BUSINESS A. CONTINUED Previous landfill capacity estimates indicate that there is adequate capacity to serve the proposed development. he plans include a stormwater management detention facility located between the principal structure and Taylor Creek. Water management calculations have also been provided. These items should be reviewed by the City's engineering service. Regarding traffic, it is not expected that local roadways and State Road 70 will experience a significant change in traffic intensity from this development. One 30-foot-wide driveway is proposed on SE 8th Ave to provide ingress and egress to the site. The interior access aisle is also proposed at 30-feet-wide. Additional maneuvering space is provided adjacent to the dedicated dumpster location which should sufficiently accommodate waste truck turning movements. Internal circulation appears adequate. The dimensional standards review appears to meet the requirements of the City's Land Development Regulations (LDR's). A sidewalk is already in place on the West side of this segment of SE 8th Avenue and a photometric plan was submitted. Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: the appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review and the City's engineering service should review the _,_proposed stormwater facilities and the submitted drainage report to ensure on site stormwater wl 1 be capture and released according to all applicable standards. rerp 2. Building Official Newell: (� __ r�l� Q lam ►��K `,'�`.' ' � .�,�;,y...> ` °ram sob �� Z n Fire Chief Smith: K. Trimnal Handwritten Minutes, October 21, 2021, Page 2 of 5 V. NEW BUSINESS A. CONTINUED OCFR Captain Hazellief: a-o - OP cJO2. Police Chief Hagan: Public Works Director Allen: County Environmenta Health Director Faconti: OUA Executive '�Director Hayford: �, \ /\Y-,S-L� �� Chairperson Ritter: K. Trimnal Handwritten Minutes, October 21, 2021, Page 3 of 5 V. NEW BUSINESS A. CONTINUED 3. Mr. Loris Asmussen, Engineer on behalf of Property Owner, B & T Fair Investments, Inc. was present and available for questions. There were 4. There were no questions from the public. 5. There were no disclosures of Ex-Parte Communications. K. Trimnal Handwritten Minutes, October 21, 2021, Page 4 of 5 V. NEW BUSINESS A. CONTINUED 6. Motion by -P� -�� , seconded by', , to approve Site Plan Review Application No. 21-005-TRC, as prese, ted in [Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation of approval] with the following conditions: <1 -A- �.. Chairperson Ritter , Building Official Newell , Fire Chief Smith . OCFR Captain Hazellief Police Chief Hagan , Public Works Director Allen Motion Carried. K. Trimnal Handwritten Minutes, October 21, 2021, Page 5 of 5 r�`ty of oNF�Cyom CITY OF OKEECHOBEE r TECHNICAL REVIEW COMMITTEE -' 55 SOUTHEAST THIRD AVENUE, OKEECHOBEE, FLORIDA 34974 9 5• OFFICIAL AGENDA OCTOBER 21, 2021 10:00 A.M. I. CALL TO ORDER A. Pledge of Allegiance II. ATTENDANCE III. AGENDA A. Requests for the addition, deferral, or withdrawal of items on today's agenda. B. Motion to adopt agenda. C. Public participation for any items not on the agenda requires Comment Card. Citizen comments are limited to 3 minutes per speaker unless otherwise approved by the Chair. IV. MINUTES A. Motion to dispense with the reading and approve the July 15, 2021, August 19, 2021, and September 16, 2021, Regular Meeting minutes. V. NEW BUSINESS A. Site Plan Review Application No. 21-005-TRC, construction of a proposed 12-unit, two- story condominium building for sale to third parties on 1.31± acres located at 116 SE 8th Avenue - City Planning Consultant (Exhibit 1). 1. Review Planning Staff Report recommending approval with conditions. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent — Mr. Loris Asmussen, Engineer on behalf of Property Owner, B & T Fair Investments, Inc. 4. Public comments or questions from those in attendance or submitted to the Committee Secretary. 5. Disclosure of Ex-Parte Communications' by the Committee. 6. Consider a motion to approve or deny Application with/without contingencies. 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 Committee 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. BE ADVISED that should you intend to show any document, picture, video, or items to the Technical Review Committee in support or opposition to any item on the agenda, a copy of the document, picture,video, or item must be provided to the Committee 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.In accordance with the Americans with Disabilities Act,persons with disabilities needing special accommodation to participate in this proceeding should contact the General Services Office in person or call 863- 763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. October 21,2021,Official Agenda Page 1 of 1 F��Sy.OF•Ok- CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING ' JULY 15, 2021 SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee (TRC)for the City of Okeechobee to order on Thursday, July 15, 2021, at 10:00 A.M. in the City Council Chambers,located at 55 Southeast Third Avenue, Room 200,Okeechobee, Florida,followed by the Pledge of Allegiance. II. ATTENDANCE The following TRC Members were present: Interim City Administrator Gary Ritter, Building Official Jeffery Newell, Fire Chief Herb Smith, and Public Works Director David Allen. Members Absent: Police Chief Bob Peterson (Lieutenant Bernst was present in his place). City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford (entered the Chambers at 10:27), Environmental Health Director Victor Faconti, Committee Secretary Patty Burnette and General Services Secretary Yesica Montoya were present. City Attorney John Fumero and the Okeechobee County School Board representative were absent. Okeechobee County Fire Rescue Captain Justin Hazellief was present as well. III. AGENDA A. There were no items added, deferred,or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Public Works Director Allen to approve the agenda as presented. Motion Carried Unanimously. IV. MINUTES A. Motion by Building Official Newell, seconded by Fire Chief Smith to dispense with the reading and approve the May 20, 2021, Regular Meeting minutes. Motion Carried Unanimously. -'s - V. NEW BUSINESS A. Site Plan Review Application No. 21-001-TRC, proposed expansion of the Okeechobee County Sheriffs Office and Jail facilities with associated retention, parking, and other ancillary support facilities on 14.794±acres located at 504 NW 4th Street. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval. 2. Chief Smith asked for clarification that the structure labeled single story garage on page C-200 of the site plan was actually the Emergency Operations Center(EOC). Also, he inquired as to whether the hydrant at the EOC which was notated on this same page was actually a fire department connection(FDC).A utility plan showing the proposed FDC connections and fire hydrant locations as well as a flow test is needed. He suggested the County consider sprinkling Fire Station One which is located on this same parcel since it is required by law to sprinkle all fire stations and,given they are considering this proposed project,this timing would be perfect. Public Works Director Allen suggested removing the proposed landscaping from the end of the Northwest 4th Street right-of-way and to cut off the "D" curb at the subject property line. OUA Director Hayford needs to see plans showing water mains and private gravity force mains. There are also some concerns with the pump station that may need upgrades. 3. Mr. Steven Dobbs, on behalf of the Property Owner, Okeechobee County was in attendance as well as the Architect for the proposed project, Mr. Joseph Mrak, President of Securitecture, LLC. Mr. Dobbs clarified the structure labeled as a single-story building should be the EOC and the hydrant should be reflected as an FDC. He will pass the Chiefs suggestion along to the County regarding sprinkling Fire Station One. Paperwork for an Alley Use Agreement for Northwest 4th Street has been submitted. The site does have a South Florida Water Management District Environmental Resource Permit. Utility plans will be submitted. The buffer for the new parking proposed adjacent to Northwest 5th Avenue does have adequate space between the property line and the parking area to accommodate the 10-foot buffer requirement along that right-of-way. Lastly, there are required dumpsters located in both the secured and unsecured areas in the Northwest and Northeast sections of the site. DRAFT TRC MINUTES,JURY 15,2021, PAGE 1 of 4 V. NEW BUSINESS ITEMS CONTINUED 4. No public comments were offered. 5. Chairperson Ritter and Fire Chief Smith disclosed they had spoken with Mr.Dobbs, regarding the proposed project. Building Official Newell disclosed he had spoken to Mr. Donnie Oden, Director of Facilities Maintenance and Development Services and Mr. Mrak. 6. Motion by Building Official Newell, seconded by Public Works Director Allen to recommend approval for Site Plan Review Application No. 21-001-TRC as presented in [Exhibit 1, which includes the Planning Consultant's analysis of the findings and recommendation for approval as well as approval of the alternate landscape plan as submitted]with the following conditions:submittal of an updated utility plan that shows the proposed FDC and fire hydrant locations as well as the flow test received from Okeechobee County Fire Department; verification of submittal and approval of an alley use agreement for Northwest 4th Street, and Okeechobee County should bear the costs of the improvements required by the OUA to meet the potable water demands of the jail facility based on its peak capacity for inmates and staff. Motion Carried Unanimously. B. Site Plan Review Application No. 21-002-TRC, construction of a proposed 22,651 sq. ft. building with parking, loading docks and drainage facility on 4.82±acres located at 312 SW 7th Avenue. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. In addition, he commented the Applicant has submitted a joinder application for all associated parcels. It is currently being reviewed. 2. Chief Smith commented there are no plans indicating hydrants or water mains and no sprinkler system for the building. Plans do not indicate the size or location of the gates for access to the parking lot and Knox boxes need to be on at least two of the gates,the North and South entrances of the parking lot. In addition,the width of the egress for the South drive should be increased to a 20-foot minimum for access to the site by fire trucks. Public Works Director Allen commented the new culverts need to be aluminum and should be reduced in size to 36 inches. The damaged sidewalks near the existing facility need to be replaced. He mentioned to keep the overhead power lines in mind when installing the landscaping. OUA Director Hayford needs water and wastewater and fire plans submitted. County Environmental Health Director Faconti commented there is an existing septic system that has an annual operating permit issued through the Health Department. Should it be decided to have sewage disposal through the OUA, the septic tank does not need to be removed just the location identified. Chairperson Ritter inquired as to what roadway improvements are needed and should the sidewalks be across the driveway entrances or meet where the driveways start and possibly replacing the North access to the site. The remainder of the parking landscape areas should be grass or some type of landscape material. The Committee discussed that a five-foot fence should extend to the East fence of the proposed new building. 3. Mr.Steven Dobbs,agent for the property owner was in attendance.He commented Mr. Neal Markus unfortunately could not be present. A permit through South Florida Water Management has been applied for regarding the storm water system. His client is looking into installing a force main. He confirmed with Public Works Director Allen the culvert size needed for under the road for the new driveway entrances. Director Allen commented the existing pipe located to the far North at the existing facility is not good. Mr. Dobbs requested the site plan be reheard at the next possible meeting as he did not feel comfortable discussing the needed roadway improvements and cost associated with those improvements without his client being present. 4. No public comments were offered. 5. Chairperson Ritter disclosed he had spoken with Mr. Dobbs regarding the proposed project. DRAFT TRC MINUTES,JULY 15,2021,PAGE 2 of 4 V. NEW BUSINESS ITEMS CONTINUED 6. Motion by Building Official Newell, seconded by Public Works Director Allen to rehear Site Plan Review Application 21-002-TRC at the September 16, 2021, to allow the Applicant to be present for discussion regarding roadway improvements to Southwest 7th Avenue, replacing the existing North access and to address the Committee's concerns regarding the following: supply hydrant location and utility plans; widen the egress width of the South drive to a 20-foot minimum to accommodate fire trucks;fit the existing and the South gate with knox locks for fire department access to the site; reduce the proposed culverts under the proposed access drives to 36-inches and use aluminum culverts; note landscape changes as discussed on plans; install a five-foot fence which extends to the East fence of the proposed new building; replace damaged sidewalks; submit plans for water and wastewater to OUA; and remainder of parking landscape areas should be grass or some type of landscape material. Motion Carried Unanimously. CHAIRPERSON RITTER CALLED FOR A RECESS AT 11:26 A.M.AND RECONVENED THE REGULAR MEETING AT 11:29 A.M. C. Site Plan Review Application No. 21-003-TRC, construction of a proposed 4,867 sq. ft. building with parking and drainage facility on 1.03±acres (South half of existing parcel) located at 1600 S. Parrott Avenue for the proposed use of a car wash facility. In addition, requesting a parking reduction from 32 required spaces to 21. 1. City Planning Consultant Smith reviewed the Planning Staff Report recommending approval. 2. Building Official Newell expressed he has no concerns with the proposed car wash portion of the property although he does have concerns with the existing building and the uses that would be permitted there due to the remaining parking spaces that would be available. Fire Chief Smith noted there were no hydrants shown or any utility plans provided. He expressed concern with the access not being wide enough for the fire trucks to enter and in the case of emergencies how they would enter the site since there is an automatic stop bar for the exit area.They will need some type of knox box/gate for access. Regarding the building, the egress door cannot be the overhead door and one cannot egress through the equipment room from the office area.The Committee decided this concern could be addressed and handled during the building permit process. Public Works Director Allen commented the sidewalk located in the Southeast corner of the parcel needs to be a minimum of five-foot wide and both sidewalks need to connect. OUA Director Hayford commented the Applicant is working with them on the water and wastewater plans. Lieutenant Bernst inquired about whether an attendant would be on the site at all times.The Committee discussed deliveries with the Applicant, and he agreed with all deliveries being during off hours and also discussed should garbage pickup be between the hours of 4:00 and 7:00 AM, then there would not be a concern with the location of the dumpster area.The remainder of the parking landscape areas should be grass or some type of landscape material.Chairperson Ritter inquired as to what the intentions were for the existing building and commented he was fine with the proposed stormwater plans as they were an improvement to what was located there presently.The Committee agreed with the parking reduction request as most of the spaces will be used by customers who are vacuuming their cars or by the employees. 3. Mr. Steve Dobbs and Mr. Wes Williamson, property owner for Williamson Cattle Company, were in attendance and available for questions. Mr. Williamson commented there is currently no occupancy in the existing building, and they may either sell or demolish the building in the future. An attendant will be on site at all times. 4. No public comments were offered. 5. Chairperson Ritter disclosed he had spoken with Mr. Dobbs and Mr. Williamson regarding the proposed project and Fire Chief Smith disclosed he had spoken to Mr. Dobbs. DRAFT TRC MINUTES,JULY 15,2021,PAGE 3 of 4 V. NEW BUSINESS ITEMS CONTINUED 6. Motion by Public Works Director Allen, seconded by Fire Chief Smith to recommend approval for Site Plan Review Application 21-003-TRC as presented in [Exhibit 3,which includes the Planning Consultant's analysis of the findings and recommendation for approval] as well as a parking reduction from 32 required spaces to 21, with the following conditions: widen the egress width to accommodate fire trucks; supply knox access for emergency access to the site; sidewalk at Southeast corner needs to be a minimum of five-feet wide; note landscape changes as discussed on plans; supply hydrant location and utility plans. Motion Carried Unanimously. VI. Chairperson Ritter adjourned the meeting at 11:58 A.M. Submitted by: Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding,he/she may need to ensure that a verbatim record of the proceeding is made,which record includes the testimony and evidence upon which the appeal is to be based.General Services'media are for the sole purpose of backup for official records. IQ% DRAFT TRC MINUTES,Jut_v 15,2021,PAGE 4 of 4 OF•OMCe CITY OF OKEECHOBEE, FLORIDA TECHNICAL REVIEW COMMITTEE MEETING AUGUST 19, 2021 SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee(TRC)for the City of Okeechobee to order on Thursday, August 19, 2021, at 10:03 A.M. in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida. The invocation was offered by Pastor Mark McCarter of First Baptist Church of Okeechobee followed by the Pledge of Allegiance led by Assistant Police Chief Hagan. II. ATTENDANCE The following TRC Members were present: Interim City Administrator Gary Ritter, Building Official Jeffery Newell, Fire Chief Herb Smith and Public Works Director David Allen. Members absent:Okeechobee County Fire Rescue(OCFR)Captain Justin Hazellief and Police Chief Bob Peterson (Assistant Police Chief Donald Hagan was present in his place). City Planning Consultant Ben Smith, Okeechobee Utility Authority (OUA) Executive Director John Hayford Okeechobee County Environmental Health Director Victor Faconti and Committee Secretary Patty Burnette were present. City Attorney John Fumero, and the Okeechobee County School Board representative were absent. III. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to approve the agenda as presented. Motion Carried Unanimously. C. There were no comment cards submitted for public participation. IV. NEW BUSINESS A. Site Plan Review Application No. 21-004-TRC, construction of proposed 20,000 sq. ft. auditorium with associated parking for the existing First Baptist Church(FBC)facilities on 1.50±acres of the 7.50±acre site located at 401 Southwest 4th Street. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services reviewed the Planning Staff Report recommending approval. 2. OCFR Captain Hazellief emailed comments regarding the lack of the Fire Department Connection (FDC) to the sprinkler system. He indicated he had spoken with Mr. Steven Dobbs and is now fine with the location of the FDC on the Southwest corner of the new proposed building. Fire Chief Smith inquired as to whether there were any over hangs on the building and suggested signage for the fire lanes to accommodate the ladder truck.OUA Director Hayford spoke about the sewer lateral crossings on Southwest 5th Avenue. 3. Mr. Steven Dobbs, the Applicant's agent, commented there was excess parking spaces to accommodate the loading space and the fire sprinkler folks would be designing the connection which needs to be next to the fire hydrant. Pastor Mark McCarter of FBC commented there is adequate dumpster space available and there are no overhangs on the building. 4. No public comments were offered. 5. Chairperson Ritter and Building Official Newell disclosed they had spoken with Mr. Dobbs regarding the proposed project. 6. Motion by Building Official Newell, seconded by Assistant Police Chief Hagan to approve Site Plan Review Application No.21-004-TRC,as presented in[Exhibit 1, which includes the Planning Consultant's analysis of findings and recommendation for approval]. Motion Carried Unanimously. V. Chairperson Ritter adjourned the meeting at 10:16 A.M. Submitted by: Patty M. Burnette, Secretary Please take notice and be advised that when a person decides to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding,he/she may need to ensure that a verbatim record of the proceeding is made,which record includes the testimony and evidence upon which the appeal is to be based.General Services'media are for the sole purpose of backup for official records. DRAFT TRC MINUTES,August 19, 2021, PAGE 1 of 1 OF 0 m CITY OF OKEECHOBEE, FLORIDA o TECHNICAL REVIEW COMMITTEE MEETING . SEPTEMBER 16, 2021 SUMMARY OF COMMITTEE ACTION I. CALL TO ORDER Chairperson Ritter called the regular meeting of the Technical Review Committee(TRC)for the City of Okeechobee to order on Thursday,September 16,2021,at 10:00 A.M.in the City Council Chambers, located at 55 Southeast Third Avenue, Room 200, Okeechobee, Florida. The invocation was offered by City Council Member Noel Chandler, followed by the Pledge of Allegiance led by Police Chief Hagan. II. ATTENDANCE The following TRC Members were present:City Administrator Gary Ritter, Fire Chief Herb Smith, Okeechobee County Fire Rescue(OCFR)Captain Justin Hazellief, Police Chief Donald Hagan, and Public Works Director David Allen. Members absent: Building Official Jeffery Newell. City Planning Consultant Ben Smith (attending via Zoom), Okeechobee Utility Authority (OUA) Executive Director John Hayford, Okeechobee County Environmental Health Director Victor Faconti, Committee Secretary Patty Burnette and General Services Administrative Secretary Keli Trimnal were present. City Attorney John Fumero, and the Okeechobee County School Board representative were absent. Ill. AGENDA A. There were no items added, deferred, or withdrawn from the agenda. B. Motion by Police Chief Hagan, seconded by Fire Chief Smith to approve the agenda as presented. Motion Carried Unanimously. C. There were no comment cards submitted for public participation. IV. NEW BUSINESS - �* A. Rehearing from the July 15, 2021, meeting for Site Plan Review Application No 21-002- TRC, construction of a proposed 22,651 square foot building with parking, loading docks and drainage facility on 4.82+/-acres located at 312 Southwest 7th Avenue. 1. City Planning Consultant Mr. Ben Smith of LaRue Planning and Management Services briefly explained this application is being brought back for discussion and determination associated with the necessary improvements to Southwest 7th Avenue as determined by the City's Engineering service. Planner Smith commented the road improvement issue has been worked out between the Applicant and the City Administrator. 2. OCFR Captain Hazellief requested working together on the plans for the future shutdown period of the business. Fire Chief Smith inquired about the trailers and raw material that were being stored at a warehouse building (710 Northwest 61h Street) located across from the Emergency Operations Center. Mr. Neal Markus, Applicant,commented the trailers should be gone and there should not be any raw material or finished materials being stored at that location. 3. Mr. Steven Dobbs, the Applicant's agent, commented there was excess parking spaces to accommodate the loading space and he would verify the proposed parallel configuration of the ADA parking spaces met the requirements of the 2012 Florida Accessibility Code. 4. No public comments were offered. 5. Disclosures of Ex-Parte Communications - Chairperson Ritter disclosed he had spoken with both Mr. Markus and Mr. Dobbs, and OCFR Captain Hazellief had spoken with Mr. Dobbs. 6. Motion by OCFR Captain Hazellief, seconded by Public Works Director Allen to approve Site Plan Review Application No.21-002-TRC,as presented in [Exhibit 1, which includes the Planning Consultant's analysis of the findings and recommendation for approval with the following conditions: Repair all cracked and broken sidewalks along the property's boundaries on Southwest 7th Avenue; repair and modify the existing turn lanes by creating wider turn angles into the loading dock area; fill and sod areas where trucks have parked and created depressions and create wider turn angles into the new parking lot. Motion Carried Unanimously. DRAFT TRC MINUTES,September 16,2021, PAGE 1 OF 2 V. Chairperson Ritter ado me the meeting m]&15»U. Submittedb: Patty M. Bume e, Secretary Please menotice and&advised mtmraper decides to app«any decision made by the Technical mAw Committee with respect many mar considered at this proceeding,nshe_yeti to ensure that verbatim record of the proceeding&_+which recordincludes the .ny and evidence upo n which the appeal G@6bas ed.+_&ate«_A are for the sole purpose of backup for official records. " y . \ � » .y «: - - � - d .y , . / y» . . .� . < ` > 2. BaR TRC MINUTES,September 16,m2, PAGE 20 2 ``�,.oF•oxFFcy 0 T PUBLIC NOTICE *7 91-* TECHNICAL REVIEW COMMITTEE MEETING NOTICE IS HEREBY GIVEN that the City of Okeechobee Technical Review Committee (TRC) will meet in regular session on Thursday, October 21, 2021 , 10:00 AM or as soon thereafter as possible, at City Hall, 55 SE 31d Avenue, Council Chambers Room 200, Okeechobee, Florida. The public is invited to attend and be heard on all matters. Copies of the agenda will be available at the meeting, or prior to the meeting, may be viewed/downloaded from: https://www.cityofokeeechobee.com/ Agenda Minutes-Technical-Review.htmI Site Plan Applications to be considered are: • No. 21-005-TRC to construct a 12-unit, two-story condominium for sale to third parties on 1 .31+/- acres located at 116 SE 8th Avenue, B&T Fair Investments, Inc. BE ADVISED that should you intend to show any document, picture, video, or items to the TRC in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided to the Committee Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the TRC 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. In accordance with the Americans with Disabilities Act, persons with disabilities needing special accommodation to participate in this proceeding should contact the Committee Secretary in person or call 863-763-9824, Hearing Impaired: Florida Relay 7-1-1 no later than four business days prior to proceeding. ONE OR MORE CITY OF OKEECHOBEE COUNCIL MEMBERS MAY BE IN ATTENDANCE AT THIS MEETING. THIS NOTICE IS POSTED TO MEET STATE PUBLIC NOTICE REQUIREMENTS AND SUNSHINE LAWS. By: City Administrator Gary Ritter BB/FB/Website Notice Posted: 10/5/21-JS to4I-aITRCM FILE COPY Lake Okeechobee News 107 SW 17th Street, Suite D 614DEPENDENT Okeechobee, Florida 34974 NEWSMEDIA INC. USA 863-763-3134 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken Muros, who on oath says she is the Publisher of WYOFOIEEQ+oBFf the Lake Okeechobee News, a weekly Newspaper published 7ECHNICALR=M%MMEEM in Okeechobee County, lorida, that the attached co of an am T PY av ss SF 3rd AVE Rm zoo, f- %l' AMA,R. 's IT/1Cd to attend and tp ftPad m al rnalhas advertisement being a a : N\, �._, ��1�.�G i�.E'. The V,,,� caN�Tei�nioFide+�e+v.l bid 4 P She Plan py(;iratbr51D be 00rl7der�a2: In the matter Of i it .l��.,d 1 ("L ��.' �>i,t�\. No u�Orntcmm�tructatvdve °°d"""""'ror�k a,tli6d patles on 131+/-acres braed at 116 SE&h Averxie,B&T Fer•In- J G kr- `^� BE AW15ED tlt�[shoutdYou t¢gidm siw++atrydoaartait P�`=d 0'l 6 l�'� \ �e� !l> - 1'a �'4 .8E" emCh�p�ta�PP�On°°arN�monroa,e s=v the doa�men4 P� 0•a rem mat be Prrn'detl in the 19th Judicial District of the Circuit Court of Okeechobee �'"� fyhse Ards. ONDC� � 1 reed hoer aCa d andn County, Florida,was published in said newspaper in the issues of hr � a¢with nr,vnoaatbn>ot mmsprwaedr><J4uu1dwntad: Sav crs Officen Pelson orm9 863 763�J624, -Ped Faida Relay 7-1-1 no 1BtU than faa b��s days Pam J � acr'�t ONE OR MORE QN�_��S SppS�EDY i w L�AW�S.AA pU81SC NOTIREQt162EMEM5 ANO E Affiant further says that the said Lake Okeechobee News is a gY0tYPd (3arYRRer newspaper published at Okeechobee, in said Okeechobee County, 5005M ON 10/06/2021 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 r-' one year next preceding the first publication of the attached copy , 12 of advertisement, and affiant further says that she has neither �a 'J `, paid nor promised any person, firm or corporation any discount, "� ,'�;� `' � rebate, commission or refund for the purpose of securing this y advertisement for publication in the said newspaper. OCT Q /- Katrina Elsken Muros Sworn to and subscribed before me by means of -,pJhy al g presence or_online notarization,,this day of .st' �t':tiT - C AD Notary Public,State of Florida at Large �. �. 6�• JANE7 5U5 MADRAY MY COMMISSION#HH 129146 :.; r. 'o EXPIP.ES:May 12,2025 `'•'FoYv Ye Bonded Thru Notary Public Underwriters CITY OF OKEECHOBEE Application for Site Plan Review Pag 1 of ,of•OK- Date Received �! o� Application No. City of Okeechobee oGeneral Services Department 55 Fee Paid: j l'1 r 3 jam / ao S.E.311 Avenue,Room 101 Receipt No �O Okeechobee,Florida 34974 * 975 Phone:(863)763-3372,ext.9820 Fax:(863)763-1686 Hearing Date: Q_t' E-mail:pburnette a,citvofokeechobee.com APPLICANT INFORMATION I Name of property owner(s):Subarna Joshi(B&T Fair Investments,Inc.) 2 Owner mailing address:511 South Parrott Avenue Okeechobee,FL 34974 3 Name of applicant(s)if other than owner: Loris Asmussen 4 Applicant mailing address:P.O.Box 1998 Okeechobee,FL 34974 5 Name of contact person(state relationship):Loris Asmussen/Engineer 6 Contact person daytime phone(s)and email address: (863)763-8546/lasmusse@embargmail.com Engineer:Name,address and phone number: 7 Loris Asmussen/600 S.Parrott Avenue Okeechobee,FL 34974/(863)610-0043 Surveyor:Name,address and phone number: g Tradewinds Surveying Group,LLC./200 SW 31 Avenue Okeechobee FL 34974/(863)763-2887 PROPERTY and PROJECT INFORMATION Property address/directions to property: 116 SE 8°1 Avenue Okeechobee,FL 34974/Across Taylor Creek from Burger King 9 10 Parcel Identification Number:3-22-37-35-0260-00000-0060 3-22-37-35-0260-00000-0080 11 Current Future Land Use designation:Multi-family Residential 12 Current Zoning district:Residential Multiple Family 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 Twelve(12)unit condominium(two-story)proposed for sale to third parties Describe existing improvements on property(for example,the number and type of buildings,dwelling units,occupied or vacant,etc.). Use additional page if necessary. 14 Currently undeveloped,but this use previously approved by the City of Okeechobee (prior to previous housing collapse) 15 Total land area in square feet(if less than two acres): 57,063.6 ft^2 or acres: 1.31 ac 16 Is proposed use different from existing or prior use (_Yes) (_X_No) Rev.04/20 CITY OF OKEECHOBEE Application for Site Plan Review Pag 2 of 4 Number and description of phases: 17 Single phase project 18 Source of potable water:OUA 19 Method of sewage disposal:OUA ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property:Owners(B&T Fair Investments,Inc./Subarna Joshi) 21 One(1)copy of last recorded warranty deed 22 Notarized letter of consent from property owner(if applicant is different from property owner) 23 Three(3)CERTIFIED BOUNDARY and TOPOGRAPHIC surveys,(one to be no larger than 11 x 17;scale not less than one inch to 20 feet;North point)containing: Date of survey,surveyor's name,address and phone number Legal description of property pertaining to the application Computation of total acreage to nearest tenth of an acre Location sketch of subject property,and surrounding area within one-half mile radius 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. 27 Eleven(11)copies of landscape plan,including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 Eleven(11)copies of photometric lighting plan(see Code of Ordinances&LDR's Section 78-71 (A)(5)). 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 as 30 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 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. Signature Printed Name Date For questions relating to this application packet,call the General Services Dept.at(863)763-3372,Ext.9820 Rev.04/20 CITY OF OKEECHOBEE Application for Site Plan Review Pag 2 of Number and description of phases: 17 Single phase project 18 Source of potable water: OUA 19 Method of sewage disposal:OUA ATTACHMENTS REQUIRED FOR ALL APPLICATIONS ;{ 20 Applicant's statement of interest in property 21 One(1)copy of last recorded warranty deed 22 Notarized letter of consent from property owner(if applicant is different from property owner) 23 Three(3)CERTIFIED BOUNDARY and TOPOGRAPHIC surveys,(one to be no larger than 11 x 17;scale not less than one inch to 20 feet;North point)containing: a.Date of survey,surveyor's name,address and phone number b.Legal description of property pertaining to the application c.Computation of total acreage to nearest tenth of an acre d.Location sketch of subject property,and surrounding area within one-half mile radius 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 showing 27 both the official and common name of each type of tree and shrub. 28 Eleven(11)copies of photometric lighting plan(see Code of Ordinances&LDR's Section 78-71 (A)(5)). 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 as - 30 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 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 �mprisomnent of up to 30 days and may result in the summary denial of this application. LO .5 RS-NUS44n i Lklax, t&ture Printed Name Date For questions relating to this application packet,call the General Services Dept.at(863)763-3372,Ext. 9820 Rev.04/20 9/10/21,2:59 PM Detail by Entity Name D!v!sloN OF r^RPOR.ATInn9 �epa tment o Staie / division of Corporations / Search Records / Search by_Entity Detail by Entity Name Florida Profit Corporation B&T FAIR INVESTMENTS, INC. Filing Information Document Number P16000081316 FEI/EIN Number 81-4099285 Date Filed 10/04/2016 Effective Date 10/06/2016 State FL Status ACTIVE Principal Address 511 South Parrott Ave. OKEECHOBEE, FL 34974 Changed: 04/11/2018 Mailing Address 511 South Parrott Ave. OKEECHOBEE, FL 34974 Changed: 04/11/2018 Registered Agent Name&Address joshi, subarna 511 South Parrott Ave. OKEECHOBEE, FL 34974 Name Changed: 04/11/2018 Address Changed: 04/11/2018 Officer/Director Detail Name&Address Title President Joshi, Subarna 511 South Parrott Ave. OKEECHOBEE, FL 34974 Title VP rno=Fn+ifiiNamaRrliractinnTvna-lnitialRcParrhNameOrder--BTFAIRINVF_ST_.. 1/2 9/10/21,2:59 PM Detail by Entity Name CHACKO,THOMAS 1104 S E 12TH DRIVE OKEECHOBEE, FL 34974 UN Annual Reports Deport Year Filed Date 2019 03/26/2019 2020 05/18/2020 2021 02/16/2021 Document drnaiSP.S UL 6/2021--ANNNUAL REPORT View image in PDF format Q5/18/2d20--ANNUAL REPORT View image in PDF format 03/26/2019--ANNUAL REPORT View image in PDF format J 04/11/2018—ANNUAL REPORT View image in PDF format 05/05/2017—ANNUAL REPORT View image in PDF format 1 d/04/2016--Domestic Profit View image in PDF format Flcrid<Department 0 Stec,Division of CrpD2tions search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirvtvpe=EntitvName&directionTvne=lnitinl&caarchNpmpOrriar=FZTPAiPmn/PqT �i� Asrnussen Engineering LLC. Engineering &Environmental Services P.O.Box 1998,Okeechobee,FL.34973-1999 Office:(863)763-8546 Cell:(863)610-0043 September 7, 2021 Mr. Gary Ritter- City of Okeechobee Administrator 55 SE 3" Avenue Okeechobee, FL. 34974 Dear Gary, On behalf of B & T Fair Investments, Inc. we remit this application for a multi-family (townhouse/condominium) development located west of SE 8" Avenue in the City (refer to Sheet 1 of the plans). The contiguous ownership includes Lots 6, 7, 8, 9 and 10 of Taylor Creek Manor (Plat Book 3, Pg. 4), which are zoned multi-family. These units are proposed for sale to third parties. The site is currently undeveloped. Proposed is a twelve (12) unit, two-story, two (2) bedroom development with associated parking, landscaping and water management system (wms). The wins is designed to adhere to existing rules/criteria. We exceed the required water quality treatment volume for projects in the Lake Okeechobee Basin (refer to calculations). We utilized the minimum allowable bleeder size (0.25' diameter circular bleeder) for this project (S-133 Basin). Modeling the design storm (25 year-3 day) established the design stage (21.8' NAVD) and design discharge (0.39 CFS). We exceed the basin allowable discharge (15.6 CSM or 0.03 CFS), due to utilizing the minimum allowable bleeder size. An existing six (6) inch water main is located east of SE 8th Avenue and gravity sewer is located west of SE 8th Avenue. Existing fire hydrants can be found nearby. We look forward to working with you and your Staff to complete this effort. Sincerely, Loris C. Asmussen, P.E. President Enclosures Application Package for TRC/Application for Unity of Title C: B & T Fair Investments, Inc. File IIE E3F,. 781 PG 24-0 6 1,EE C, N R-ORIDPi KEE K%?Q .0". -,TYy I RECORDED 10/13l 12016 GOD459444 0 AP11* $92YO00.00 .CORDIM 3 .OTHIS INSTRUMENT PREPARED BY AND RETURN TO: R-DE-ED DOC FO 6 $1,1�-64-Zt00 fEi John E.Burdeshaw RECORDED BY i is i n Lake Okeechobee Title hic. Ps 24-Oi (I ps) 425 SW Park,Street Okeechobee,FL 34974 Property Appraisers Parcel Identification(Folio)Number: 3-22-37-35-0260-1111-0060&0080 SPACE ABOVE THIS LINE FOR RECORDING DATA THIS WARRANTY DEED, made the 12th day of October, 2016 by Ashraf Shabaan Ahmed, A married Man whose post off-ice address is 980 SE 23rd Street, Okeechobee, FL 34974 herein called the grantor, to B & T Fair Investments, Inc., A Florida Corporation whose post office address is 1403 SE 8th Avenue, Okeechobee, FL 34974,hereinafter called the Grantee: - (Wherever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) W I T N E S S E T H:That the grantor, for and in consideration of the sum of TEN AND 00/1 OO'S($10.00)Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in OKEECHOBEE County, State of Florida,viz.: Lots 6, 7, 8, 9 and 10 TAYLOR CREEK MANOR, according to the plat thereof as recorded in Plat Book 3, page 4, public records of Okeechobee County, Florida. This is not the Homestead of the Grantor. Subject to easements, restrictions and reservations of record and taxes for the year 2016 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD,the same in fee simple forever. AND,the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; Z� that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the sarrit against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2015. IN WITNESS WHEREOF, the said grantor has signed and seated these presents the day and year first above written. Signed,sealed and delivered in the presence of: . Witness#1 Signature Ashraf Slfabaan Ahmed Witness.#I Printed Name "-y Witness#2 Signature Witness#2 Printed Nalme STATE OF FLORIDA COUNTY OF OKEECHOBEE Ashraf Shataan Ahmed STATE OF FLORIDA COUNTY OF OKEECHOBEE eke sre€e x:g :sk rt e� �u 3r a c!cn aL _-�_1 o�vprodu.d�efQre me_thi 2th_day_of October, 2016 by Ashraf Shabaan Ahmed who is personally known to me or has produced --- - -- L�� • as identification. SEAL aG Not +'"$` otary Public" ary Public State of Florida John E Burdeshaw QQa My Commission FF 042679 o•°:o Expires 09/25/Z017 la)rinted Notary Name My Commission Expires: tit, � 3 Z�, File No.: 16-1514 CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE,FL 34974 TELE: 863-763-3372 FAX: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owners: Subarna Joshi & Thomas Chacko (B&T Fair Investments, Inc.) Mailing Address: 511 South Parrott Avenue Okeechobee, FL 34974 Home Telephone: (863) 634-7722 Work: (863) 447-4390 Cell: Property Address: 116 SE 81h Avenue Okeechobee, FL 34974 Parcel ID Number: 3-22-37-35-0260-00000-0060 & 0080 Name of Applicant: Loris Asmussen Home Telephone: Work: (863) 763-8546 Cell: (863) 610-0043 The undersigned, being the record title owner(s)of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS a'1L DAY OF 20 21 . j a�lrr�c� 1�n, ,ca �urraartq R WITNESS 44+ OWNER WITNESS STATE OF FLORIDA COUNTY OF (-)K Lk1abCZ The foregoing instrument was acknowledged before me by means of physical presence or online notarization,this day of `` .':?}E:ji l ?i_ ,20 w _! , bye ;( .Yr�)�� _ 1 cat � (Nam of Person); who is personally known to me or produced 2 on .��a •_�;,� '-'as identificatigf� ft4%,. N Notary Public State of Florida b1RY PUBLIC SIGNATURE r R Ll Nikole Alexandria Mossel +� My Commission HH 022003 qx' Exprec 07/21/2024 (Rev 4/2020) ASMUSSEN ENGINEERING, LLC ENGINEERING AND ENVIRONMENTAL SERVICES P.O. BOX 1998, OKEECHOBEE, FLORIDA. 34973 (863) 763-8546 5'6*#8'07'%.6#;.14%4''- 16'-8"16'-8"4'-0"8'-8"4'-0"2'-4"12'-0"2'-4"PATIOPATIOD12D5MASTER BEDROOMLIVING ROOM3'-9"3'-4"1'-8" 1'-2" 2'-11"2'-7"DINING ROOMW2UPD8D93'-5"LAUNDRYD73'-5"FOYERD3D1W35'-10"5'-0"16'-8"5'-10"8"1'-0"3'-4"W14'-4"16'-8"3'-0"3'-8"8"BATHROOMBEDROOMD24"3'-8"1'-8"6'-8"D2D85'-3"4"9'-10"DEND64"3'-5"DN1'-9"D11W1D103'-4" 4" 2'-9"BATHROOM5'-3"3'-9"3'-0"2'-8"5'-11"W1D34"3'-4"4"W48'-0"W4D4PANTRYD2MASTERBATHROOMKITCHENW1D864'-0"15'-4"4"7'-7"4"12'-8"4"4'-1"4"15'-0"8'-0"2'-1" 9"4"3'-3"4"2'-10" 4"3'-3"6'-3"4"5'-8"2'-1"SEAT4'-9"13'-6"4" 2'-6" 4"8'-10"3'-0"1'-2"6"3'-0"4" 2'-6" 4" 1'-9" 4"64'-0"6'-5"4"15'-0"8'-0"64'-0"20'-7"4"3'-7"4"3'-4"4"9'-2"17'-8"8'-0"5'-1"4"10'-0"4"6'-3"6'-0"5'-9"20'-11" 3'-2" 5'-9"10'-0"4" 3'-0" 17'-9" 6'-0"3'-0"2'-7" 4" 64'-0" 3'-0"6'-0" 21'-7" 12'-7" 8'-0"METAL ROOFING125STUCCO VENEERMETAL ROOFING12512536" HIGHRAILINGSTUCCO VENEER125125METAL ROOFINGSTUCCO VENEER36" HIGHRAILING12125METAL ROOFING5STUCCO VENEERTOP OF BEAMSECOND FLOOR10'-0"8'-0"TOP BEAM18'-8"125 B & T FAIR INVESTMENTS, INC. WATER MANAGEMENT SYSTEM CALCULATIONS & MODELING PROJECT LOCATION: SFWMD BASIN: S-133 BASIN ALLOWABLE Q: 15.6 CSM (OR 0.03 CFS) DEVELOPED AREA(INSIDE PERIMETER BERM) USED FOR MODELING: 1.15-ACRES RAINFALL AMOUNTS (FOR MODELING): ROAD/PARKING 10 YEAR-24 HOUR STORM (5.5 INCHES) DESIGN STORM 25 YEAR- 72 HOUR STORM (9.0 INCHES) MIN. FLOOR 100 YEAR-72 HOUR STORM (10.0 INCHES) DATE GENERATED: AUGUST 29, 2021 ASMUSSEN ENGINEERING, LLC. P.O. BOX 1998 OKEECHOBEE, FL. 34973-1998 4XII-1 LAND USE TABLE USE/DESCRIPTION SQ. FT. AC. % COVER TOTAL SITE 56, 109.88 SQ.FT. 1 .29 AC. 100 ONSITE IMPERVIOUS 28,693.88 SQ.FT. 0.66 AC. 51 . 1 ASPHALT 16,714.55 SQ.FT. 0.38 AC. 29.8 BUILDING 10,794.58 SQ.FT. 0.25 AC. 19.2 CONCRETE 997.22 SQ.FT. 0.02 AC. 1 .8 4 `` CURBING 187.53 SQ.FT. 0.004 AC. 0.33 OFFSI TE IMPERVIOUS 1055.35 SQ.FT. 0.024 AC. ASPHALT 1 ,026.26 SQ.FT. 0.02 AC. CURBING 29.09 SQ.FT. 0.001 AC. ONSITE PERVIOUS 27,416.00 SQ.FT. 0.63 AC. 48.9 F--] LANDSCAPING 6,582.85 SQ.FT. 0. 15 AC. 11 .7 FRONTAGE 4,448.09 SQ.FT. 0. 10 AC. EA. UNIT 2, 134.76 SQ.FT. 0.05 AC. A-Li DRY DETENTION 8,400.49 SQ.FT. 0. 19 AC. 15.0 OPEN/CANAL BANK 12,432.66 3Q.FT. 0.29 AC. 22.2 ;.g jai )A Q.G. S('Ool .SS sqrr 7, ( $b. L sq FT 997. :54 ri)) N-Y-vio,-Lks, a. lgt.,1A-jrj� oprS 13.5 W,AV"D C. De- Sir S'-arfn (ajryv— 3 6L., e-ve r\ 133BA5IN't1 15. to c s M wokqx k eveA 5 k. U el Som'sor\ W,,Cc ar a. Tou Io,, Cre.eV-, b IAO� e, /P-r'kyance ekevat�on '�S- More AN40ve-Mrve- Roo,& I ?ayvt"j \D%r. 1�6- :§kOrrA 6- a. D e s i r r S�orm 3. c>,o,r.S 100 s P. Clri�ar't. a — a . Gvem e-fe 0 u (t;cAN 0 k IrkA-60U, OV'OrSite 0 r 10. 1 .51/ kimes lone im. Verv(,o'qs, a. Iror n kie. lake bk-ek ol,6-ee- BaserW �\ e- More, WR �reaL-Aent av,- Y, tokA Seke CLY-ect. -�e, qAoLn 1, OP e- t , 1\11Ow V 01- Pea.� (Aiscl tis OA Y etevobor\ a 3, 5 NA\tj) ac aG� Qvvwpukke. a, . 5 x et rcey\:�a:Y CA otk 1.9 a, 9jVe-I\V-eriL k,ov- W a) P eirvvo-tots A M. V-C4�Otts CQL1C&. or 1,04OL-c- (sire area �OrWq �eirvIWAS/finA?. WQ \I.%rv\pef\/jo.LtS 04,oc) — ' e.rV,;,o,%xs (0,'61 0 Y, IDA 3 ac- \%,vyvivks - 0, �1.��© COAS, 010 (qk 37.) CorA?U&,e- v0LXnQ- 3. wr �.!5x7otmv okc.A 0/� too, 0,C.• 42. t13ZL CIO,a WhV D etenti on Are a 3034 T.o.% h-eo- 33q I, Gj&(San4�e Se w _ a i 01:6 X_ ac BOWOM Area, 4o a a! a C/AW(a) x 4024 uctio +L stele MTNT%w WA 168(o. (o ( 2 oat (6)CZ) (3 03A si @ 2.z k3- 1 ®r 4"Y,4/ x2.l = 3d-�'i' 10 Nto" (J'L Summate�.e.- Au Skcw-3, 3Q��3 +4 'Uf S-'Vc>ml!e- loi-OA 'Sf ID kct'o/ 20. OWN 3 3o 4 Nov;,&% Nn. r0e-kevNkion 33R a3.(jl NP,,VD ok 3 Y. Q� 2-7, Wy�Z3.o �aYkih d.o - !_3.0 ) D Uvne-a-r Va OJO _ s-r 6)a3.a' Site_ 5ii-e (kts-s Su-)Gle-S -t -beAev%Aion)J CLS,Su4v%ek-t,-I,mc�ve vmeay s�orijc 6vew- tay-OscoLpiml + t/a o'�&*% LPS r. 2- 74'3 2% ,U lroo��) �1��=toqo 04 Covlsevvo,�ive SWOA e s �e-IeAViov,� parvm� Sate C> 0 0 3 a0 0 0 mc. 0 0) o ak IRM 0 33ol-r� +0 3 OL 0 57110,L, 339 a IR16 &tl !q Im 5001 33f)a%6 qv 6,1214 CLc, '. o,k9lacf*- O.Ml ixc. �� Oro, A&5u.me ioo (Qoh.S,Ltrv%+ive jn- 1n S Case) unAcy eCLS SOASVIDY-1'e ( A�G-k) is UlginAe-'s Site, SO,*k\ 5�0v �4e-w*kmks Soo/,; is CAr\CA 6ozv,%V- /aas;406e" oy WA kCL6 Sk- p_,ciVer- esll(y\ *t xnc k s C2-5y /3Aa�) T.V4 VUnDQ,, n 'R -3 k,k, q to,'a, T6k A f- Vok Q, YL Wealinsial)e., beIrm 1 .a c Of t%N� 6. O'c ac- - hero is CN\ — fro, S�&G, 93, -x '9-�-all +, o log No:,V- 0, 3b(1l 3 o wcr NM hvts mk Une_r_V__ e-\ev 'U,3i,5'N,' ITI � 3 in TovaA �Z.o ( C,p .,a 1(3 i. IL IA, 2_inc; ,eS — top CIS Ct 0,c A3 .3. X OA(41, 0 ---------------- ...... 5R'19 a.'$S, t 3 (Afro q): t N�ca or -:-- a 3.15 N Rv Cascade 2001 Version 1.0 File: 10 YEAR - 1 DAY STORM Date: August 29, 2021 Page 1 Project Name: BRIDGEWATER Reviewer: ASMUSSEN ENGINEERING, LLC. Project Number: CITY OF OKEECHOBEE Period Begin: Jan 01, 2000;0000 hr End: Jan 06, 2000;0000 hr Duration: 120 hr Time Step: 2 hr, Iterations: 10 Basin 1: DEVELOPED SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 10 year 1 Day Rainfall: 5.5 inches Area: 1.15 acres �ev�IpPeci Side aC�ren�e. Ground Storage: 3 inches Time of Concentration: 0.17 hours Initial Stage: 19 ft NGVD Stage Storage �-- (ft NGVD) (acre-ft) �..r. --------- --------- 18.00 0.00 19.00 0.00 20.00 0.00 21.00 0.08 22.00 0.23 23.00 0.76 Offsite Receiving Body: TAYLOR CREEK Time Stage 1 (hr) (f t di65zB) --------- --------- 0.00 10.80 60.00 12.28 1000.00 11.00 Structure: 1 From Basin: DEVELOPED SITE To Basin: TAYLOR CREEK Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 22.5 ft NGVD, Length = 5.15 ft Bleeder: Circular, Invert Elev = 19 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: Diameter = 1.5 ft, Manning's n = 0.024, Length = 35 ft US Invert Elev = 18 ft NGVD, DS Invert Elev = 17 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage 1 (hr) (in) (cfs) (cfs) (acre-ft) (ft liOVO) ---f"-8WA;Q4� ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 0.00 0.00 0.00 0.00 0.00 19.00 10.80 2.00 0.07 0.00 0.00 0.00 19.00 10.85 4.00 0.13 0.00 0.00 0.00 19.00 10.90 6.00 0.20 0.00 0.00 0.00 19.00 10.95 8.00 0.27 0.00 0.00 0.00 19.00 11.00 10.00 0.33 0.00 0.00 0.00 19.00 11.05 12.00 0.40 0.00 0.00 0.00 19.00 11.10 14.00 0.47 0.00 0.00 0.00 19.00 11.15 16.00 0.34 0.00 0.00 0.00 19.00 11.19 18.00 0.60 0.00 0.00 0.00 19.00 11.24 20.00 0.67 0.00 0.00 0.00 19.25 11.29 22.00 0.74 0.00 0.00 0.00 20.00 11.34 24.00 0.80 0.00 0.00 0.00 20.01 11.39 26.00 0.90 0.01 0.00 0.00 20.02 11.44 28.00 1.00 0.01 0.00 0.00 20.04 11.49 30.00 1.10 0.01 0.00 0.00 20.07 11.54 32.00 1.19 0.02 0.00 0.00 20.10 11.59 Cascade 2001 Version 1.0 File: 10 YEAR - 1 DAY STORM Date: August 29, 2021 Page 2 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (Cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 34.00 1.29 0.02 0.00 0.00 20.14 11.64 36.00 1.39 0.02 0.00 0.00 20.18 11.69 38.00 1.49 0.02 0.00 0.00 20.23 11.74 40.00 1.58 0.02 0.23 0.04 20.03 11.79 42.00 1.68 0.03 0.00 0.04 18.00 11.84 44.00 1.78 0.03 0.00 0.04 18.00 11.89 46.00 1.88 0.03 0.00 0.04 18.00 11.93 48.00 1.97 0.03 0.00 0.04 20.02 11.98 50.00 2.08 0.03 0.00 0.04 20.09 12.03 52.00 2.22 0.05 0.00 0.04 20.18 12.08 54.00 2.43 0.07 0.23 0.07 20.06 12.13 56.00 2.73 0.11 0.00 0.07 20.00 12.18 58.00 3.15 0.17 0.23 0.11 20.06 12.23 60.00 5.58 1.13 0.31 0.16 20.88 12.28 62.00 6.47 0.45 0.36 0.22 21.42 12.28 64.00 6.81 0.18 0.35 0.28 21.38 12.27 66.00 7.01 0.10 0.34 0.34 21.16 12.27 68.00 7.21 0.10 0.31 0.39 20.84 12.27 70.00 7.34 0.07 0.27 0.43 20.40 12.27 72.00 7.47 0.07 0.00 0.43 20.26 12.26 74.00 7.47 0.00 0.23 0.47 20.08 12.26 76.00 7.47 0.00 0.00 0.47 18.00 12.26 78.00 7.47 0.00 0.00 0.47 18.00 12.26 80.00 7.47 0.00 0.00 0.47 18.00 12.25 82.00 7.47 0.00 0.00 0.47 18.00 12.25 84.00 7.47 0.00 0.00 0.47 18.00 12.25 86.00 7.47 0.00 0.00 0.47 18.00 12.24 88.00 7.47 0.00 0.00 0.47 18.00 12.24 90.00 7.47 0.00 0.00 0.47 18.00 12.24 92.00 7.47 0.00 0.00 0.47 18.00 12.24 94.00 7.47 0.00 0.00 0.47 18.00 12.23 96.00 7.47 0.00 0.00 0.47 18.00 12.23 98.00 7.47 0.00 0.00 0.47 18.00 12.23 100.00 7.47 0.00 0.00 0.47 18.00 12.23 102.00 7.47 0.00 0.00 0.47 18.00 12.22 104.00 7.47 0.00 0.00 0.47 18.00 12.22 106.00 7.47 0.00 0.00 0.47 18.00 . 12.22 108.00 7.47 0.00 0.00 0.47 18.00 12.21 110.00 7.47 0.00 0.00 0.47 18.00 12.21 112.00 7.47 0.00 0.00 0.47 18.00 12.21 114.00 7.47 0.00 0.00 0.47 18.00 12.21 116.00 7.47 0.00 0.00 0.47 18.00 12.20 118.00 7.47 0.00 0.00 0.47 18.00 12.20 120.00 7.47 0.00 0.00 0.47 18.00 12.20 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 0.36 62.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- DEVELOPED SITE 21.42 62.00 18.00 42.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual DEVELOPED SITE 0.46 0.00 0.47 0.00 -0.01 0.00 Cascade 2001 Version 1.0 File: 25 YEAR - 3 DAY STORM Date: August 29, 2021 Page 1 Project Name: BRIDGEWATER Reviewer: ASMUSSEN ENGINEERING, LLC. Project Number: CITY OF OKEECHOBEE Period Begin: Jan 01, 2000;0000 hr End: Jan 06, 2000;0000 hr Duration: 120 hr Time Step: 2 hr, Iterations: 10 Basin 1: DEVELOPED SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 9 inches Area: 1.15 acres Ground Storage: 3 inches Time of Concentration: 0.17 hours Initial Stage: 19 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 18.00 0.00 19.00 0.00 20.00 0.00 21.00 0.08 22.00 0.23 23.00 0.76 Offsite Receiving Body: TAYLOR CREEK Time Stage (hr) (ft NGVD) --------- --------- 0.00 10.80 60.00 12.28 1000.00 11.00 Structure: 1 From Basin: DEVELOPED SITE To Basin: TAYLOR CREEK crr�e. ' Q� s# e; Structure Type: Gravity VV s�1 Weir: Sharp Crested, Crest E1 v = 22.5 ft NGVD, Length = 5.15 ft Bleeder: Circular, Invert Elev = 19 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: Diameter = 1.5 ft, Manning's n = 0.024, Length = 35 ft US Invert Elev = 18 ft NGVD, DS Invert Elev = 17 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 19.00 10.80 2.00 0.08 0.00 0.00 0.00 19.00 10.85 4.00 0.16 0.00 0.00 0.00 19.00 10.90 6.00 0.24 0.00 0.00 0.00 19.00 10.95 8.00 0.32 0.00 0.00 0.00 19.00 11.00 10.00 0.40 0.00 0.00 0.00 19.00 11.05 12.00 0.48 0.00 0.00 0.00 19.00 11.10 14.00 0.56 0.00 0.00 0.00 19.00 11.15 16.00 0.64 0.00 0.00 0.00 19.10 11.19 18.00 0.73 0.00 0.00 0.00 19.90 11.24 20.00 0.81 0.00 0.00 0.00 20.01 11.29 22.00 0.89 0.01 0.00 0.00 20.02 11.34 24.00 0.97 0.01 0.00 0.00 20.04 11.39 26.00 1.08 0.02 0.00 0.00 20.06 11.44 28.00 1.20 0.02 0.00 0.00 20.10 11.49 30.00 1.32 0.02 0.00 0.00 20.15 11.54 32.00 1.44 0.03 0.00 0.00 20.20 11.59 Cascade 2001 Version 1.0 File: 25 YEAR - 3 DAY STORM Date: August 29, 2021 Page 2 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 34.00 1.55 0.03 0.00 0.00 20.26 11.64 36.00 1.67 0.03 0.23 0.04 20.07 11.69 38.00 1.79 0.03 0.00 0.04 18.00 11.74 40.00 1.91 0.03 0.00 0.04 18.00 11.79 42.00 2.02 0.04 0.00 0.04 20.04 11.84 44.00 2.14 0.04 0.00 0.04 20.12 11.89 46.00 2.26 0.04 0.00 0.04 20.20 11.93 48.00 2.38 0.04 0.23 0.08 20.04 11.98 50.00 2.51 0.05 0.00 0.08 18.00 12.03 52.00 2.68 0.06 0.00 0.08 20.01 12.08 54.00 2.93 0.10 0.00 0.08 20.18 12.13 56.00 3.28 0.15 0.24 0.12 20.18 12.18 58.00 3.79 0.22 0.23 0.15 20.06 12.23 60.00 6.72 1.43 0.33 0.21 21.12 12.28 62.00 7.79 0.56 0.39 0.27 21.80 12.28 64.00 8.21 0.22 0.39 0.34 21.80 12.27 66.00 8.44 0.13 0.37 0.40 21.58 12.27 68.00 8.68 0.13 0.35 0.46 21.34 12.27 70.00 8.84 0.09 0.33 0.51 21.09 12.27 72.00 9.00 0.09 0.29 0.56 20.68 12.26 74.00 9.00 0.00 0.24 0.60 20.18 12.26 76.00 9.00 0.00 0.00 0.60 18.00 12.26 78.00 9.00 0.00 0.00 0.60 18.00 12.26 80.00 9.00 0.00 0.00 0.60 18.00 12.25 82.00 9.00 0.00 0.00 0.60 18.00 12.25 84.00 9.00 0.00 0.00 0.60 18.00 12.25 86.00 9.00 0.00 0.00 0.60 18.00 12.24 88.00 9.00 0.00 0.00 0.60 18.00 12.24 90.00 9.00 0.00 0.00 0.60 18.00 12.24 92.00 9.00 0.00 0.00 0.60 18.00 12.24 94.00 9.00 0.00 0.00 0.60 18.00 12.23 96.00 9.00 0.00 0.00 0.60 18.00 12.23 98.00 9.00 0.00 0.00 0.60 18.00 12.23 100.00 9.00 0.00 0.00 0.60 18.00 12.23 102.00 9.00 0.00 0.00 0.60 18.00 12.22 104.00 9.00 0.00 0.00 0.60 18.00 12.22 106.00 9.00 0.00 0.00 0.60 18.00 12.22 108.00 9.00 0.00 0.00 0.60 18.00 12.21 110.00 9.00 0.00 0.00 0.60 18.00 12.21 112.00 9.00 0.00 0.00 0.60 18.00 12.21 114.00 9.00 0.00 0.00 0.60 18.00 12.21 116.00 9.00 0.00 0.00 0.60 18.00 12.20 118.00 9.00 0.00 0.00 0.60 18.00 12.20 120.00 9.00 0.00 0.00 0.60 18.00 12.20 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ----------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 0.39 64.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES ------------------------------------ Basin Max (ft) Time (hr) Min (ft) Time (hr) ------------------------------------------ DEVELOPED SITE 21.80 64.00 18.00 38.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual DEVELOPED SITE 0.59 0.00 0.60 0.00 -0.01 0.00 Cascade 2001 Version 1.0 File: 100 YEAR - 3 DAY STORM Date: August 29, 2021 Page 1 Project Name: BRIDGEWATER Reviewer: ASMUSSEN ENGINEERING, LLC. Project Number: CITY OF OKEECHOBEE Period Begin: Jan 01, 2000;0000 hr End: Jan 06, 2000;0000 hr Duration: 120 hr Time Step: 2 hr, Iterations: 10 Basin 1: DEVELOPED SITE Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 10 inches Area: 1.15 acres Ground Storage: 3 inches Time of Concentration: 0.17 hours Initial Stage: 19 ft NGVD Stage Storage (ft NGVD) (acre-ft) --------- --------- 18.00 0.00 19.00 0.00 20.00 0.00 21.00 0.08 22.00 0.23 23.00 0.76 Offsite Receiving Body: TAYLOR CREEK Time Stage (hr) (ft NGVD) --------- --------- 0.00 10.80 60.00 12.28 1000.00 11.00 Structure: 1 From Basin: DEVELOPED SITE To Basin: TAYLOR CREEK Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 22.5 ft NGVD, Length = 5.15 ft Bleeder: Circular, Invert Elev = 19 ft NGVD, Diameter = 0.25 ft Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6 Pipe: Diameter = 1.5 ft, Manning's n = 0.024, Length = 35 ft US Invert Elev = 18 ft NGVD, DS Invert Elev = 17 ft NGVD, no flap gate Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 19.00 10.80 2.00 0.09 0.00 0.00 0.00 19.00 10.85 4.00 0.18 0.00 0.00 0.00 19.00 10.90 6.00 0.27 0.00 0.00 0.00 19.00 10.95 8.00 0.36 0.00 0.00 0.00 19.00 11.00 10.00 0.45 0.00 0.00 0.00 19.00 11.05 12.00 0.54 0.00 0.00 0.00 19.00 11.10 14.00 0.63 0.00 0.00 0.00 19.04 11.15 16.00 0.72 0.00 0.00 0.00 19.73 11.19 18.00 0.81 0.01 0.00 0.00 20.01 11.24 20.00 0.90 0.01 0.00 0.00 20.02 11.29 22.00 0.98 0.01 0.00 0.00 20.04 11.34 24.00 1.07 0.01 0.00 0.00 20.07 11.39 26.00 1.20 0.02 0.00 0.00 20.10 11.44 28.00 1.34 0.03 0.00 0.00 20.15 11.49 30.00 1.47 0.03 0.00 0.00 20.21 11.54 32.00 1.60 0.03 0.22 0.04 20.03 11.59 Cascade 2001 Version 1.0 File: 100 YEAR - 3 DAY STORM Date: August 29, 2021 Page 2 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) ---------------------------------------------------------------- 34.00 1.73 0.03 0.00 0.04 18.00 11.64 36.00 1.86 0.04 0.00 0.04 18.00 11.69 38.00 1.99 0.04 0.00 0.04 20.02 11.74 40.00 2.12 0.04 0.00 0.04 20.11 11.79 42.00 2.25 0.04 0.00 0.04 20.20 11.84 44.00 2.38 0.05 0.23 0.07 20.05 11.89 46.00 2.51 0.05 0.00 0.07 18.00 11.93 48.00 2.64 0.05 0.00 0.07 20.00 11.98 50.00 2.79 0.06 0.00 0.07 20.12 12.03 52.00 2.97 0.07 0.00 0.07 20.26 12.08 54.00 3.25 0.11 0.24 0.12 20.19 12.13 56.00 3.65 0.17 0.00 0.12 20.24 12.18 58.00 4.21 0.25 0.27 0.16 20.41 12.23 60.00 7.47 1.63 0.36 0.22 21.38 12.28 62.00 8.66 0.63 0.40 0.28 22.05 12.28 64.00 9.12 0.25 0.41 0.35 22.06 12.27 66.00 9.38 0.14 0.40 0.42 22.00 12.27 68.00 9.65 0.14 0.38 0.48 21.73 12.27 70.00 9.82 0.10 0.36 0.54 21.47 12.27 72.00 10.00 0.10 0.34 0.60 21.20 12.26 74.00 10.00 0.00 0.31 0.65 20.80 12.26 76.00 10.00 0.00 0.24 0.69 20.19 12.26 78.00 10.00 0.00 0.00 0.69 18.00 12.26 80.00 10.00 0.00 0.00 0.69 18.00 12.25 82.00 10.00 0.00 0.00 0.69 18.00 12.25 84.00 10.00 0.00 0.00 0.69 18.00 12.25 86.00 10.00 0.00 0.00 0.69 18.00 12.24 88.00 10.00 0.00 0.00 0.69 18.00 12.24 90.00 10.00 0.00 0.00 0.69 18.00 12.24 92.00 10.00 0.00 0.00 0.69 18.00 12.24 94.00 10.00 0.00 0.00 0.69 18.00 12.23 96.00 10.00 0.00 0.00 0.69 18.00 12.23 98.00 10.00 0.00 0.00 0.69 18.00 12.23 100.00 10.00 0.00 0.00 0.69 18.00 12.23 102.00 10.00 0.00 0.00 0.69 18.00 12.22 104.00 10.00 0.00 0.00 0.69 18.00 12.22 106.00 10.00 0.00 0.00 0.69 18.00 12.22 108.00 10.00 0.00 0.00 0.69 18.00 12.21 110.00 10.00 0.00 0.00 0.69 18.00 12.21 112.00 10.00 0.00 0.00 0.69 18.00 12.21 114.00 10.00 0.00 0.00 0.69 18.00 12.21 116.00 10.00 0.00 0.00 0.69 18.00 12.20 118.00 10.00 0.00 0.00 0.69 18.00 12.20 120.00 10.00 0.00 0.00 0.69 18.00 12.20 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES -------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 0.41 64.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES ------------------------ Basin Max (ft) Time (hr) Min (ft) Time (hr) ------------------------------------------- DEVELOPED SITE 22.06 64.00 18.00 34.00 BASIN WATER BUDGETS (all units in acre-ft) ---------------------------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual DEVELOPED SITE 0.68 0.00 0.69 0.00 0.00 0.00 0 le (IAV(V, g's"ve. QAVN UV6 �0--t)-A k�r, -J -kf L -EWve 0�W)Olr V -77! — -4, go OLO"o --vt- low elf 1 71 sit, Own why Is c Yll 9/10/21,3:00 PM Okeechobee County Property Appraiser Okeechobee County Property Appraiser 2021 Preliminary Cer#ied Mickey L.Bandi,CFA updated:9/9/2021 Parcel: « 3-22-37-35-0260-00000-0060 (35429) » Aerial Viewer Pictometery Google Maps ' Owner& a Pro Info ! 2021 n 2020 2019 2018 ,)2017 E_._Sales � p Result:1of1 �# B&T FAIR INVESTMENTS INC - -° Owner 1403 SE 8TH AVE ♦ ` d i -N. OKEECHOBEE, FL 34974-5313 — ---------- - r �' s Site 116 SE 8TH AVE,OKEECHOBEE i TAYLOR CREEK MANOR(PLAT BOOK 3 PAGE 4) Description* LOTS 6&7 Area 0.569 AC _ �S/f/R 22-37-35 ► Use Code** IVACANT(0000) ITax District Isn *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 '- 2020 Certified Values_- 2021 Preliminary Certified --lei Mkt Land $57,841 Mkt Land $64,782 Ag Land $0 Ag Land_ $0 Building $0 Building $0 I'. , .• �' ti I XFOB $0 XFOB $0 .: .: ' Just - — --$57,841 Just - $64,782 V - Ibti Class $0 Class $0 a� •' '�, I Appraised $57,841 Appraised $64,782 r � SOH/10% __- SOH/10% • ., � Cap(?] $12,032 Cap[?] $14,392 _ Assessed $57,841 Assessed $64,782 ..°`y _- - «� Exempt $0 Exempt _ $0 -- county:$45,809 county:$50,390f'"'p Total city:$45,809 Total _ city:$50,390 Taxable other. 45 809 Taxable other:$50,390 q « tF_._ ►' 1 'W'.! T $ school 57 841 I school:$64,782 .fff 6 Note:Property ownership changes can cause the Assessed value of the property to reset to full Market value,which could result in higher property i taxes. Sales History Sale Date Sale Price Book/Page Deed V/I Qualification(Codes) RCode 10/12/2016 i $92,000� 078110240 WD V I Q 05(Multi-Parcel Sale)-show 12/9/2015 $143,000 076=714 SW V Q 05(Multi-Parcel Sale)-show 5/19/2005 $375,000 0564/0952 WD I U 02(Multi-Parcel Sale)-show 4/20/2004 $0 05M1415 WD I U 03 4/20/20041 $251,000 0529/1414 WD I U 02(Multi-Parcel Sale)-show 2/22/2002 $0^0471/1810 QC I U 03 ! 2/22/2002 __- $0 0471=96 QC I U 03 N` 1 - 2/22/2001 $0 04SIMS32 PB 1 U - 01 �+ _ 9/19/1996 $0� 0382/1317 QC I` -��_ U I_ 03 w Building Characteristics Bldg Sketch Description* Year Bit f Base SF Actual SF Bldg Value NONE Extra Features&Out Buildings (Codes) wuniunkawrhnhwwna rnm/nic/ 1M 9/10/21,3:00 PM Okeechobee County Property Appraiser Code [_ Description Year Blt i Value �Units Dims Condition(%Good) ( fi NONE � Land Breakdown —Code — Description _ Units _ Adjustments Eff Rate ( Land Value j 163TC1�! CRKSIDE SO(MKT) 106.130 FF (0.569 AC) 1.0000/1.0900 1.0000/% I $610/FF 1 $64,782 Search Result:1 of 1 1 ©Okeechobee County Property Appraiser I Mickey L.Bandi,CFA I Okeechobee,Florida 1863-763-4422 by:Grizz(yLogia.com www.okeechobeepa.com/gis/ 2/2 9/10/21,3:00 PM Okeechobee County Property Appraiser Okeechobee County Property Appraiser / r)11 F 2021 Preliminary Certified Mickey L.Bandi,CTA updated:9/9/2021 Parcel: «' 3-22-37-35-0260-00000-0080(35430) >> Aerial Viewer Pictometery Google Maps Owner&Property Info C'2021 '2020 2019 0 2018 2017 !Sales B&T FAIR INVESTMENTS INC - '-` I Owner 1403 SE 8TH AVE t + ` r u OKEECHOBEE, FL 34974-5313 `_ i _ .`s y Site SE_8TH AVE,OKEECHOBEE Apr ! TAYLOR CREEK MANOR(PLAT BOOK 3 PAGE 4) 4 r - Description LOTS 8,9&10 j A 4 �r Area 0.797 AC ^—S/T/_R 22-37-35 I �; ►' -y j Use Code** VACANT(0000) Tax District 50 "The Description above is not to be used as the Legal Description for this parcel a 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 2020 Certified Values __2021 Preliminary_Certified_ Mkt Land $87,323 Mkt Land $97,8011 Ag Land $0 Ag Land $0 Building $0 Building $0 XFOB $0 XFOB $0 Just $87,323 Just $97,801 =". Class $0 Class ..._$ Mks * _ Appraised $87,323 Appraised - $97,801 3�yp S SOH/10/o SOH/10/o i Cap[?] $18,164 Cap�] $21,726 Assessed $87,323 Assessed $97,801 Exempt $0 Exempt _.._ ._ $0 i IS r it county:$69,159 v ( county:$76,075 Total city:$69,159 Total i city:$76,075 i " 'a-w"IL-` 41 t ,. `�'+I!T. III Taxable other:$69,159 Taxable I other:$76,075 school:$87,323 school:$97,801 ! ,� ' AmF 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. Sales History Sale Date Sale Price Book/Page Deed V/1 Qualification(Codes) _RCode 10/12/2016 - $92,0001 07811024o -WD V Q 05(Multi-Parcel Sale)-show 12/9/2015 _ $143,0001 076=714 SW V Q 05(Multi-Parcel Sale)-show 5/19/2005 $0' 056410952 WD I — UY 02(Multi-Parcel Sale)-stow 4/20/2004 $0 0529/1415 WD I U 03 i 4/20/2004 i $0 062W1414 WD I U 02(Multi-Parcel Sale)-show I2/22/2002 - $01 0471/1810 QC I U 03 I 2/22/2002 $01 047110096 QC 1 U 03_ — 1/14/2002 $01 0474/0153 PR V U 01 -� - __ -___.__ _. 9/19/19961 $0 0382/13t8 QC g V I -A.^'—' U �-�-" _..____.._..,�_ 03 ._.__-_____- Building Characteristics g Sketch Description* Year Blt Base SF Actual SF �` Bldg Value Bldg_ -----_ _ _L.._..__.____. _ - -- — ----N 0 N-E- �' Extra Features&Out Buildings (codes) www.okeechobeepa.com/qis/ 1/2 9/10/21,3:00 PM Okeechobee County Property Appraiser Code Description Year Bit i Value i Units_+ Dims Condition(%Good) NONE Land Breakdown Code Description _-- Units �— Adjustments _ Eff Rate Land Value s 163TC1 �CRKSIDE SO(MKT) 163.220 FF (0.797 AC) 1.0000/1.0700 1.0000// 599 F ©Okeechobee County Properly Appraiser I Mickey L.Bandi,CFA I Okeechobee,Florida 1863-763-4422 by:Gti7lyl_ogic.com www.okeechobeepa.com/gis/ 2/2 E.L. .n 791 Staff Report Site Plan Review: Prepared for The City of Okeechobee Applicant: Loris Asmussen Address: 116 SE 81 Avenue Parcel ID: 3-22-37-35-0260-00000-0060 3-22-37-35-0260-00000-0080 Petition No.: 21-005-TRC Description: Townhomes a' 0 u e , r 13A Jadc'wn Sheet#206 fort Myers, R 33901 Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC Generall Information Applicant/Contact Person Loris Asmussen Applicant/Contact Phone Number 863-763-8546 Applicant/Contact Email Address lsmussen@emarqmail.com Applicant/Contact Address PO Box 1998 Okeechobee, FI. 34974 Owner of Record B&T Fair Investments, Inc Site Address 116 SE 8th Avenue For the legal description of the project or other information regarding this application, please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at https://www.citVofokeechobee.com/agendas.html Future Land Use, and Existing Use Existing Proposed Future Land Use Multi Family Residential Multi Family Residential Category Zoning District Residential Multiple Family Residential Multiple Family Use of Property Vacant Townhomes Acreage 1.31 1.31 Future Land Use Single Family Residential North Zoning District Residential Multiple Family Existing Land Use Residential Future Land Use Commercial East Zoning District Heavy Commercial Existing Land Use Shopping Center Future Land Use Single Family Residential South Zoning District Residential Multiple Family Existing Land Use Single Family Residential Future Land Use Taylor Creek and Commercial West Zoning District Taylor Creek and Heavy Commercial Existing Land Use Taylor Creek, Burger King, Outdoor Vehicle Storage planning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC General Description I - The subject site is located on the west side of SE 8t" Avenue and the east side of Taylor Creek. The applicant is proposing to construct 12 townhomes for sale as condominiums. Long parking spaces are proposed for each unit which are sufficient to accommodate stacking of two vehicles each. 12 additional parking spaces are proposed on the east side of the development which could presumably be made available to guests. The proposed plans include a dedicated dumpster area and a stormwater management feature located between the principal structure and Taylor Creek. Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Adequacy POTABLE WATER AND SANITARY SEWER: The estimated demand for potable water and waste water treatment for one multi-family dwelling unit is 285 gallons per day (114 gallons per person per day at an average household size of 2.5). Demand for potable water and waste water treatment for 12 multi-family dwelling units amounts to 3,420 gallons per day. This estimated increase in demand for the Okeechobee Utility Authority, which the Applicant has stated will be providing service to the site, is not significant. SOLID WASTE DISPOSAL: Service will be provided by Waste Management. Previous landfill capacity estimates indicate that there is adequate capacity to serve the proposed development. DRAINAGE: The plans include a stormwater management detention facility located between the principal structure and Taylor Creek. Water management calculations have also been provided. These items should be reviewed by the City's engineering service. TRAFFIC GENERATION, ACCESS, EGRESS, AND INTERNAL CIRCULATION: Estimated trip generation rates provided by the Institute of Traffic Engineers indicates that, for 12 townhomes (ITE code 230), 70 daily vehicle trips are expected to be generated by this project, 6 of which will occur during the peak PM hour. This is not a significant increase. Local roadways and SR-70 should not experience a significant change in traffic intensity from this development. One 30 foot wide driveway is proposed on SE 8tn Ave to provide ingress and egress to the site. The interior access aisle is also proposed at 30 feet wide. Additional maneuvering space is provided adjacent to the dedicated dumpster location which should sufficiently accommodate waste truck turning movements. Internal circulation appears adequate. 'Compatibility With Adjacent Uses There is existing residential to the north and south, as well as a large shopping center to the east. The proposed project meets all buffering requirements and does not pose any compatibility issues to the adjacent uses. The location of the site is appropriate for a multifamily project. 1 .,K. 2 planning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC Compliance with . Development Codes Regulation Required Provided Min Lot Area 4,356 square feet for each In compliance §90-196(1)(c) dwelling unit Min FY Setback (SE 8th Ave) 25' 88' §90-196(2)(b) Min SY Setback 29' on north side §90-196(2)(b) 20' 29' on southeast side Min RY Setback 20' 34' §90-196(2)(b) Min Waterbody Frontage 20' In compliance Easement 90-451 Max Lot Coverage 40% 19% 90-196 3 a Max Impervious Surface 60% 51% 90-196 3 a Max Height 45' Two stories (less than 45') 90-196 4 Min parking space 9' b 20' In compliance dimensions y 90-511 b Min Loading space At least 10' wide by 30' long w/14' No loading space required dimensions vertical clearance. 90-511 c Minimum 24' wide drive for spaces between Driveway Width 30' 90-511 d 2 75o and 900. Paved Parking Each parking and loading space In compliance §90-511(e)(1) shall be paved 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. �_a Ruc 3 planning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC Regulation Required Provided 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 Area provided along the lines of the Safety most intense use, particularly In compliance §90-511(e)(4) between building entrances to streets, parking areas, and adjacent buildings. Paved Area Loading facilities shall be identified Safety as to purpose and location when No loading space required §90-511(e)(5) not clearly evident No parking space accessed via a Paved Area driveway from a public road shall Safety be located closer than 20 feet from In compliance §90-511(e)(5) the right-of-way line of said public road. Min Number of Off-street 2 spaces per two-bedroom unit 36 parking spaces provided Parking Spaces 2 x 12 = 24 spaces required 90-512 1 Min number of No loading space required for Off-street facilities with less than 20 dwelling 0 loading spaces provided Loading spaces units 90-513 1 Where the total number of parking Min number of spaces provided for each resident ADA residential dwelling unit exceeds one parking space per residential parking spaces dwelling unit, 2 percent, but no Florida Accessibility Code §208.2.3.2 fewer than one space 24 x.02 = 1 ADA spaces required Where parking spaces are 2 ADA parking spaces provided provided for persons other than Min number of residents, parking shall be guest/employee provided in accordance with Table ADA parking 208.2. spaces Florida Accessibility 12 quest parking spaces provided. Code §208.2.3.3 1 ADA space required for facilities with 1 —25 spaces. f<, 4 t:lannin_� Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC Regulation Required Provided Min ADA parking space 12' by 20' with a 5' wide access dimensions aisle In compliance Florida Accessibility Code§502 Min 3 trees per two-bedroom dwelling Landscaping 36 trees provided §90-532 3 x 12 = 36 trees required Landscaping 18 sf of landscaping required per for parking and required parking space. Vehicular use In compliance 18 x 24 = 432 sf of required areas landscaped space §90-533 1 Landscaping One tree per 72 sf of required for parking and landscape area Vehicular use p In compliance areas 432 - 72 = 6 required trees 90-533 2 Landscaping for parking and Two feet of landscaping required Vehicular use between buildings and vehicular In compliance areas use areas. 90-533 4 Landscaping Min. dimension of landscaped for parking and areas must not be less than 4' All landscape islands shown at 4' Vehicular use except adjacent to on-site wide or wider. areas buildings. §90-533(5) One landscaped island at least 5' Landscaping by 15' w/at least one tree must be for parking and provided for each 10 required In compliance Vehicular use parking spaces w/a maximum of areas 12 uninterrupted parking spaces in §90-533(6) a row. Landscaping The remainder of a parking for parking and landscape area shall be In compliance Vehicular use landscaped with grass, ground areas cover, or other landscape material. 90-533 7 Landscape 10' minimum width of street buffer areas In compliance frontage buffers 90-534 1 Landscape 2' minimum width of line buffer areas property In compliance buffers 90-534 1 1 tree and 3 shrubs for each 300 Landscape square feet of required landscaped buffer areas buffer §90-534(2) 5 (_: panning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC Regulation Required Provided 254 linear ft of non-driveway frontage on SE 8''Ave requires 10' wide buffer, 2,540 sf of landscaped In compliance area, 8 trees and 25 shrubs 189 linear ft of south property line requires 2'wide buffer, 378 sf of In compliance landscaped area, 1 tree and 4 shrubs 265 linear ft of west property line requires 2'wide buffer, 530 sf of In compliance landscaped area, 2 trees and 5 shrubs 231 linear ft of north property line requires 2'wide buffer, 462 sf of landscaped area, 2 trees and 5 In compliance 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 In compliance §90-538(c) species shall be used. Trees and shrubs shall not be Tree spacing planted in a location where at their from utility maturity they would interfere with In compliance structures utility services (in accordance with §90-538(d) §90-543). Trees should maximize the Shade shading of pedestrian walks and In compliance §90-538(e) parking spaces. Landscaping shall be protected Landscape area from vehicular encroachment by In compliance barriers means of curbs, wheel stops, §90-538(g) walks or similar barriers. Plants required to be installed shall Drought be elected from the South Florida In compliance tolerance Water Management District's §90-540(b) Xeriscape Plant Guide. LaRue piann g Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-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 ® Xeriscape Plant Guide. However, In compliance tolerance e when a landscape irrigation §90-540(b) 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 species p § No prohibited species are proposed. be planted. 90-542 Fences shall not exceed a height Fencing of five feet in front of the front No fence proposed. §90-639(a) building line, nor a height of eight feet elsewhere Sidewalks required adjacent to Sidewalk is already in place on the Sidewalks q west side of this segment of SE 8 §78-36(a)(1) right-of-way Ave. All off-street parking areas, service roads, walkways and other common use exterior areas open to the public shall have a minimum Photometric plan indicates of one-half horizontal foot-candle adequate lighting of site and Photometric Plan power of artificial lighting. Lighting, §78-71(a)(5) when provided, shall be directed minimal light trespass beyond away from public streets and property boundaries residential areas and shall not be a hazard or distraction to motorists traveling a street. 7 planning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC Based on the foregoing analyses, we recommend that approval of this site plan be conditional upon the following criteria being met prior to issuance of any building permits: 1. The appropriateness of this plan as it applies to fire truck access should be addressed by the Fire Department in their review. 2. The City's engineering service should review the proposed stormwater facilities and the submitted drainage report to ensure on site stormwater will be captured and released according to all applicable standards. Submitted by. Ben Smith, AICP Sr. Planner, LaRue Planning Submitted: October 6, 2021 TRC Hearing date: October 21, 2021 LaRue O pi;arjning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC FUTURE LAND USE Subject Site and Environs NORTH PARK ST .. 2 (02520-OOAO) 3 .. a (02520-OOAI) 6 A Subject_.._ 5 ---Prgperty- E 11 FL 5 12 6 7 _OT 1 U.J G 4 H 5 Q 13 r 1 2 3 8 LOT 2 = I LLI J 2 CJ`3RO 10 e LOT 3 U) 13 ,� .. 3 14 15 12 11 12 4 ,3 16 11 SE 3RD CT LAND USE CLASSIFICATIONS lot line SINGLE-FAMILY RESIDENTIAL MIXED USE RESIDENTIAL MULTI-FAMILY RESIDENTIAL . COMMERCIAL INDUSTRIAL 1v PUBLIC FACILITIES EASEMENT RAILROAD CENTERLINE ------ HOPKINS MEANDER LINE UNINCORPORATED g planning Staff Report Applicant: Asmussen Site Plan Review Petition No. 21-005-TRC ZONING Subject Site and Environs MW PARK ST r•_:';'.;; jj -; (02520-OOAO); ti ,•_-•:•:'•: (02520-OOA + f f A '•_•; ;:: •_ .:= Subject B Property p ,0 ,I .. 72 8 7 < 7 cn ._• . .; 3 14 / 15 12 12 11 ,• _ •. •. 4 13 f. 16 E3RDC ZONING RAILROAD CENTERL.,. CENTRAL BUSINESS D4S-M Z W-4WY COM4IER mL .;-rCouYERCUL ♦/�' COMMERCIAL PROFESSIONAL OFFPIOLWNG WBLK FAC&ITIES = NMED UNR c = = ='.--axEO VSE FLANNEDVNROEVEL--•=--P=71•;.^t4—, _.E 5Y?EIITIAL YUI.TIP.= :. .. 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