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2017-04-20
I. CALL TO ORDER — Chairperson. MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, APRIL 20, 2017, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 The April 20, 2017, Technical Review Committee meeting was called to order at 10:06 a.m. by Chairperson Montes De Oca. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Marcos Montes De Oca - Present Building Official Jeffery Newell — Present Fire Chief Herb Smith — Present Police Chief Robert Peterson - Present Public Works Director David Allen - Present Non - Voting Ex- Officio Members: City Attorney John R. Cook — Absent with consent City Planning Consultant Bill Brisson - Present City Civil Engineering Consultant - Attendance not requested County Environmental Health Department Representative May - Absent OUA Executive Director John Hayford - Absent School District Representative - Absent Committee Secretary Patty Burnette - Present III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the deferral or withdrawal of items on today's agenda. There being none the Agenda stands as published. IV. MINUTES — Secretary. Building Official Newell moved to dispense with the reading and approve the Minutes for the regular meeting held January 19, 2017, seconded by Fire Chief Smith. Motion carried unanimously. V. UNFINISHED BUSINESS — Secretary. A. Secretary Burnette read into the record Form 8B Memorandum of Voting Conflict for County, Municipal, and other Local Public Officers related to Abandonment of Right -of -Way Petition No. 17- 001-SC which was received on January 19, 2017, and filed by Administrator Montes De Oca, address PO Box 1001, Okeechobee, Florida, and made part of the official record filed in the permanent Minute File for this meeting. VI. NEW BUSINESS — Chairperson. A. Site Plan Review Application No. 17- 001 -TRC, in regards to the construction of a 15,000 square foot, 18 bed West expansion, a 7,200 square foot laundry building and a 2,600 square foot building for additional kitchen facilities for an existing nursing home facility located at 1646 U.S. Highway 441 North, Okeechobee, Florida - Senior Planner. TRC - April 20, 2017 - Page 1 of 4 VI. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 17- 001 -TRC continued. The property owner obtained site plan approval for Application No. 15- 004 -TRC on July 16, 2015. The West parking area, and highway entrance expansion was completed. However, the remainder of the project has been modified; this application will supersede the previous one approved. Planning Staff Report: Planner Brisson began by commenting that the site plan submitted was confusing and required several conversations with the Project Engineer for clarification. The Okeechobee Health Care Facility is located on 10.95 acres, comprised of four unplatted parcels; including two annexed in April 2015. These four parcels are located as Parcel one 2.965± acres, is vacant and the northernmost parcel, lying East of Raulerson Hospital and West of Taylor Creek. Parcel two is 2.035± acres, is vacant and lies directly South of Parcel one, bounded by Parcel three to the West, Taylor Creek to the East, and Northeast 14th Street to the South. Parcel three is 4.319± acres, containing the majority of the facility, it is bounded by Parcel four to the West, Parcel two to the East, Raulerson Hospital to the North, and Northeast 14th Street to the South. Parcel four is 1.628± acres and houses the recently construed West parking area, it is bounded by U.S. Highway 441 North to the West, Parcel three to the East, Raulerson Hospital to the North and Northeast 14th Street to the South. The existing facilities encompasses approximately 81,127 square feet to operate a 180 -bed nursing home with administrative and staff offices, kitchen, dining, social, physical therapy and laundry areas, required parking (145 spaces), loading zones, retention, and landscaping. The project is proposed to be completed in phases. Each phase will appropriately address the required landscaping. paving and parking regulations as provided on the drawings. Phase One consists of a 14,700± square foot building which will expand the facilities by 18 -beds known as the "West- Expansion," and create a trash compactor area, to be located on Parcel four. Construct a 7,200 square foot laundry facility and loading dock to be located on Parcel two. Construct a 42,562 square foot dry retention area on Parcel one. Phase Two consists of expanding the kitchen by 2,600 square feet on Parcel three. Construct a 16,000 square foot facility on Parcel two that will expand the facility by another 18 -beds, and offices for staff, to be known as the "East- Expansion." Then on Parcel one, construct two 5,000 square feet and one 7,200 square foot maintenance buildings. Planning Staff's responses to the required findings are the property is designated Commercial on the Future Land Use Map and Heavy Commercial on the Zoning Map. Adequacy of public facilities appear to have been or will be met. Regarding potable water and sanitary sewer, the applicant had previously provided letters from the Okeechobee Utility Authority (OUA) documenting there is adequate capacity and facilities. The County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs. The Applicant has supplied an engineer's report addressing drainage and other aspects of the proposed project, and no sidewalks are required. Planning Staff noted a few items related to traffic generation and parking considerations in that the project will not have an effect on the level of service on U.S. Highway 441. However, should any parking space(s) or areas at the existing main facility that were devoted for laundry and /or maintenance activities change for other purposes such as additional beds, medical offices or out- patient services, such changes will need approval by the TRC or addressed through a Special Exception. TRC - April 20, 2017 - Page 2 of 4 VI. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 17- 001 -TRC continued. Additionally should the East - Expansion be used for any purposes by medical staff other than those directly associated with the nursing home, the site plan may have to be revised to address traffic generation and parking needs. The comparison of proposed and required dimensional standards found that most areas are adequate. Those that were not met were highlighted and listed as follows: 16 feet separation required between the two 5,000 square foot maintenance buildings, and between the new laundry facility and the East - Expansion buildings. Off- street parking, 241 total are planned, with eight being labeled handicapped. At least one handicap space is to be provided to serve the facilities proposed for Parcels one and two. A fourth loading zone is required and must be shown on the site plan. The driveway width for the parking aisle to the four parking spaces shown for Phase One on Parcel three has to be increased from 20 to 24 feet wide. The applicant needs to provide a specific landscaping plan suitable for scaling, so that staff can confirm the square footage of landscaped area. A photometric lighting plan conforming to City Code Section 78.71(A)(5) is to be submitted and reviewed. Mr. Steven Dobbs of SLD Engineering, LLC, was present and responded to various questions, noting the impervious information was included on the plans for Phases One and Two so that it would not have to be re- addressed. The drainage required for both Phases will be constructed in Phase One. The Architect is making final adjustments to the buildings, and once completed, he will be able to provide a site plan showing the crosswalks and striping. He confirmed a South Florida Water Management District permit was obtained. Administrator MontesDeOca noted as well that the proposed site plan was very confusing and asked several questions to clarify what would be built with which Phase and its location. He requested Mr. Dobbs provide water line information and potential looping for pressure, the location of fire hydrants and backflow prevention devices for future projects. Finally, that a traffic impact analysis is now needed based on the current and proposed uses. County Environmental Health Department: No issues were received. OUA: Director Hayford requested plans with the existing water and wastewater mains, a breakdown of employees listing existing, Phase One, Phase Two, and at peak demand. Provide water fixture counts on Phase one buildings in order to provide separate meters for each building, and to determine whether an easement is required. Noting the OUA and the Health Care Facility's Attorneys are researching to determine who owns the existing water main and whether an easement is required to maintain it since the entrance to the facility is a private drive. Public Works: No issues were received. Police Department: No issues were received. Building Official: Mr. Newell also asked questions to clarify his understanding of the specific proposed construction for each Phase and on which parcel. Fire Department: The age and condition of the fire service water main came into question based on the future projects that will require additional fire sprinkler protection and the ability of the system to provide a constant water source for fighting fires. The entire complex has only one fire main and is TRC - April 20, 2017 - Page 3 of 4 VI. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 17- 001 -TRC continued. not looped, which means that a damaged line could shut down operations while a looped system would at least have the possibility of water being supplied from a different direction. A fire engineer submitted with the previous site plan review, a letter confirming a looped system is not needed. Chief Smith stated an 8 -inch main is needed through the entire property. He also addressed that landscaping be kept trimmed in a manner to prevent low hanging branches across the driveway to the facility. In closing, Chief Smith added a safety concern related to the location of the Raulerson Hospital helicopter pad to the nursing home's driveway /access. His recommendation was some sort of system or device to prohibit vehicles from accessing the driveway from the facility's parking areas or from North Parrott Avenue, during the periods of time when emergency helicopters are landing or taking off. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. He then asked TRC Members to disclose for the record whether they had spoken to anyone regarding the application or visited the site. There were no disclosures. A motion and a second was offered by Building Official Newell and Public Works Director Allen to have the applicant resubmit for the June 15, 2017 TRC Meeting for Site Plan Review Application No. 17- 001 -TRC. Committee Members are to compile their individual stipulations, email them to Board Secretary Burnette to forward to the Applicant for revisions and /or additional documentation to be submitted to General Services by May 18, 2017. Motion carried unanimously. VI. ADJOURNMENT— Chairperson. There being no further items on the agenda, Chairperson Montes De Oca adjourned the Technical Review Committee meeting at 10:58 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. ntes De Oc.. Chairperson ATTEST: Patty M. Burnette, Secretary Petti ,b1,4. attz. TRC - April 20, 2017 - Page 4 of 4 CITY OF OKEECHOBEE APRIL 20, 2017 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: April 20, 2017 Technical Review Committee Meeting, 10:00 a.m. II. STAFF ATTENDANCE - Secretary Present Absent Administrator Montes De Oca Building Official Newell Chief Peterson Chief Smith Engineer Public Works Director Allen `, NAY ABSTAIN ABSENT / ✓ Position vacant at this time ✓ Non - Voting Ex- Officio Members: Newell Attorney Cook County Health Department May OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette ,/ vilcon`n ✓ Smith r� III. AGENDA — Chairperson. A. Requests for the deferral or withdrawal of items on today's agenda. t\p n� IV. MINUTES - Secretary. A.A' Motion to dispense with the reading and approve the Minutes for the regular meeting of January 19, 2017. IVPot ( I moved to dispense with the reading and approve the Minutes for the regular meeting of January 19, 2017; seconded by .SVY1 (-I " . VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith APPROVED DENIED V. UNFINISHED BUSINESS - Secretary. A. Reading of Form 8B Memorandum of Voting Conflict for Municipal Public Officers related to Abandonment of Right - of -Way Petition No. 17- 001 -SC on January 19, 2017. Head crib re eofeL VI. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 17- 001 -TRC, in regards to the construction of a 15,000 square foot, 18 bed west expansion with a 7,200 square foot laundry building and a-2, g for additional kitchen facilities for an existing nursing home facility located at 1646 Hwy 441 North, Okeechobee, FL- Senior anne . ro+, r'c ivaA 1. Review Planning Staff Report. Sin for PIa.nnu 1rrSSOr1 i1{,7oc) iS VUeSt` I2,,VpQdrli0✓1 Ruct I ksphiti+ briv& Ia CVO rU Fa,r Z6 "taco Zq faci i seVe94 it eles -ftLha, Phase.. M by W ha is bey \3 1.91-ca uJ her Do lobs = DI-Trey/6u 0.4 VXure py o . T ra_ 4 , ; m pac4- �-ud�J Analysis Stab Je ff o Wes+ F\cpansr() n —Phase b • Cb n eernLd w 1-1.1 U k, OlWy. inch Wa 1e r rrea PI Lp'Ach Ma -L SUc,I •hV+ v:h 4tkh no R.0 up not a, %oo s� V, +then 1:+-7.6s mc t 55 tt� WAS +b !&O(A) conetubevt of g 1,01)14 in Qv ct.. rtq hfnc� r 2 c uts e cl.p I ► \c(- e L o uD `b ✓ 4 C 'f-D p a_sv, `1 „4 — 5 d 11 5 4/ he:V I rfi..s afro p t rw a s oflAe_ s �_�e s SS Ue � VI. NEW BUSINESS - continued. A. Site Plan Review Application No. 17- 001 -TRC continued. 3 VI. NEW BUSINESS - continued. A. Site Plan Review Application No. 17- 001 -TRC continued. 2. City Staff comments. 4 VI. NEW BUSINESS - continued. A. Site Plan Review Application No. 17- 001 -TRC continued. 3. Hear from Property owner or Designee /Agent — Steven L. Dobbs. VI. NEW BUSINESS - continued. A. Site Plan Review Application No. 17- 001 -TRC continued. 4. Public comments or questions from those in attendance, or submitted to the Committee Secretary. 5. Disclosure of Ex -Parte Communications by the Committee. Rose li d Ina- ,_;k ��Ye �/"P�*�tcn t Gr.�1 ,� 6. a) Consideration of a motion to approve or deny the applicatipn with /without special conditions. tL� re bear --fore h/ Cl l" 44/175 P� (t tz ro rl ire sie,, c� � )S _ • C�/ Motion and a second offered by k� I I and Mier to approve or deny Site Plan Review Application VP 6, `,No. 17- 001 -TRC in regards to the construction of a 15,000 square foot, 18 bed west expansion with a 7,200 square 6, foot laundry building an d -°'00 Square foot huildina for addttlonat_kitchan- facs+itties for an existing nursing home facility located at 1646 Hwy 441 North, Okeechobee, FL, with the following conditions: 1 o Clare 1- Ma/K. what i5 Lit( tone° (Phases.) SF/4.)m Pen-,16± (eopies) cu-14-1 ►� �i /1a Lt J ri rC writ, on p)dJ) 6 end uae e Ic__.. 10 fill) deity t /o ftI( VI. NEW BUSINESS - continued. A. Site Plan Review Application No. 17-001-TRC continued. b) Discussion. c) Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith APPROVED DENIED ,L.( VII. ADJOURNMENT — Chairperson. There being no further items on the agenda, Chairperson M Db adjourned the Technical Review Committee Meeting at 10 6g a.m. I. CALL TO ORDER — Chairperson. MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, JANUARY 19, 2017, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 The January 19, 2017, Technical Review Committee meeting was called to order at 10:00 a.m. by Chairperson Montes De Oca. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Marcos Montes De Oca - Present Building Official Jeffery Newell — Present Fire Chief Herb Smith — Present Police Chief Robert Peterson - Present Public Works Director David Allen - Present Non - Voting Ex- Officio Members: City Attorney John R. Cook — Present City Planning Consultant Bill Brisson - Present City Civil Engineering Consultant - Attendance not requested County Environmental Health Department Representative Doug McCoy - Absent OUA Executive Director John Hayford - Absent School District Representative - Absent Committee Secretary Patty Burnette - Present III. AGENDA — Chairperson. Chairperson Montes De Oca asked whether there were any requests for the deferral or withdrawal of items on today's agenda. There being none the Agenda stands as published. IV. MINUTES — Secretary. Building Official Newell moved to dispense with the reading and approve the Minutes for the regular meeting held October 20, 2016, seconded by Public Works Director Allen. Motion carried unanimously. V. NEW BUSINESS — Chairperson. A. Abandonment of Right -of -Way Petition No. 17- 001 -SC, a 200 by 60 -foot portion of Northwest 10th Avenue between Northwest 7th Court and 8th Street - Senior Planner. Before discussions began, Administrator Montes De Oca disclosed for the record due to a conflict that would inure a special private gain, he would abstain from discussion and voting on this item. The applicant, Mr. Jeremy LaRue, is a client of MDO Engineering, owned and operated by Mr. Montes De Oca. Planning Staff Report: Planner Brisson explained Mr. LaRue is requesting to abandon 60 feet of the 70 -foot wide unimproved right -of -way of Northwest 10th Avenue from the south boundary line of TRC - January 19, 2017 - Page 1 of 3 V. NEW BUSINESS CONTINUED. A. Abandonment of Right -of -Way Application No. 17- 001 -SC continued. 8th Street to Northwest 7th Court for a distance of 200 feet not including the intersection of 7th Court and 10th Avenue. The applicant owns Lots 1 to 6 and 15 to 20 of Block 13, NORTHWEST ADDITION, located immediately west of the subject property. Planning Staff's responses to the required findings are the property is designated Industrial on the Future Land Use Map and the Zoning Map. It is not the sole access to any property. Other properties bordering the proposed abandonment gain access by Northwest 7th Court, 7th Street, or 10th Avenue. The public benefits associated with the abandonment are, the existing right -of -way is currently unused and has no immediate or future use. It will be a benefit to the City to remove the existing right -of -way which will reduce the land the City is required to maintain and the property will be subject to ad valorem taxation. A utility easement is necessary for the Okeechobee Utility Authority (OUA) for existing infrastructure with 24 hour, seven days a week access. Based on these findings, Planning Staff is recommending approval. Mr. LaRue was present and added he paved the portion of Northwest 10th Avenue from Northwest 7th Street to 7th Court as required when developing his property. A stop sign was installed by the Public Work's Department. A fence was constructed around his property as well as the portion of Northwest 10th Avenue across the actual right -of -way. He will provide a combination lock to the City and OUA. Additionally, he has made a request for a street light to be installed at the corner of Northwest 7th Court and 7th Street for safety purposes. County Environmental Health Department: No issues were received. OUA: In the absence of Director Hayford, Secretary Burnette read into the record the OUA's comments provided on the petition. If the applicant is willing to give to the OUA an easement with 24 hour, seven days a week access, then the OUA is agreeable to the abandonment. The applicant and an OUA representative have met to "field locate" the OUA's line. Public Works: Director Allen commented that the City would require an easement to maintain the drainage ditch along the east side of the unabandoned portion of Northwest 10th Avenue. Police Department: No issues were received. Building Official: No issues were received. Fire Department: No issues were received. Chairperson Montes De Oca asked whether there were any comments or questions from those in attendance. There were none. He then asked TIRC Members to disclose for the record whether they had spoken to anyone regarding the application or visited the site and disclosed he had more than one conversation with the applicant regarding the project. There were no other disclosures. Motion and second offered by Building Official Newell and Fire Chief Smith to recommend approval to the City Council for Abandonment of Right -of -Way Petition No. 17- 001 -SC, to abandon a 200 by 60 -foot portion of Northwest 10th Avenue between Northwest 7th Court and 8th Street. Discussion ensued. TRC - January 19, 2017 - Page 2 of 3 V. NEW BUSINESS CONTINUED. A. Abandonment of Right -of -Way Application No. 17- 001 -SC continued. Building Official Newell offered to amend the motion on the floor to recommend approval to the Planning Board for Abandonment of Right -of -Way Petition No. 17- 001 -SC, to abandon a 200 by 60 -foot portion of Northwest 10th Avenue between Northwest 7th Court and 8th Street, with the following conditions: OUA easement granted and to consider the request for the placement of a street light being installed at the corner of Northwest 7th Court and 10th Avenue. Fire Chief Smith seconded the amended motion. Discussion continued regarding the street Tight. However, it was decided this would be handled by the Public Works Department and should not be made a condition of the petition. Motion and second were withdrawn. Motion and second offered by Public Works Director Allen and Police Chief Peterson to recommend approval to the Planning Board for Abandonment of Right -of -Way Petition No. 17- 001 -SC, to abandon a 200 by 60 -foot portion of Northwest 10th Avenue between Northwest 7th Court and 8th Street, with the following conditions: OUA and City easements granted. Motion carried, with four yea's and Administrator Montes De Oca abstaining from voting. Form 8B Memorandum of Voting Conflict for County, Municipal, and Other Local Public Officers was filed on January 19, 2017 and made part of the minute file. The Petition is scheduled to be reviewed by the Planning Board on February 16, 2017. VI. ADJOURNMENT— Chairperson. There being no further items on the agenda, Chairperson Montes De Oca adjourned the Technical Review Committee meeting at 10:16 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. ATTEST: Marcos Montes De Oca, Chairperson Patty M. Burnette, Secretary TRC - January 19, 2017 - Page 3 of 3 K4AM 1) 9 2017 i0:0(m114 FORM 8B MEMORANDUM OF VOTING CONFLICT FOR COUNTY, MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS LAST NAME —FIRST NAME — MIDDLE NAME ,q 7 t/% B S 'J /t2 Or .4 lisp -- l�l o S / Y O NAME OF BOARD, COUNCIL, COMMISSION, AUTHORITY, OR COMMITTEE T C.f-/.vV-c 4- c. 2. ,. C o 4 z c y. MAILING ADDRESS A(7- bx yo of o k--- I-C on , , THE BOARD, COUNCIL, COMMISSION, AUTHORITY OR COMMITTEE ON WHICH !SERVE IS A UNIT OF: CITY ❑ COUNTY 0 OTHER LOCAL AGENCY CITY /,_ C �� �� COUNTY Y NAME OF POLITICAL SUBDIVISION: (t_+y f>'t t� K.�.e c o L t)e c Pc r c T • r O� j' iLd +/ C fc(/ C (i`1 {LG� DATE^ ON WHICH VOTE OCCURRED // 1 9.7/ 7- MY POSITION IS: 0 ELECTIVE X APPOINTIVE WHO MUST FILE FORM 8B This form is for use by any person serving at the county, city, or other local level of govemment on an appointed or elected board, council, commission, authority, or committee. It applies equally to members of advisory and non - advisory bodies who are presented with a voting conflict of interest under Section 112.3143, Florida Statutes. Your responsibilities under the law when faced with voting on a measure in which you have a conflict of interest will vary greatly depending on whether you hold an elective or appointive position. For this reason, please pay close attention to the instructions on this form before completing the reverse side and filing the form. INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES A person holding elective or appointive county, municipal, or other local public office MUST ABSTAIN from voting on a' measure which inures to his or her special private gain or loss. Each elected or appointed local officer also is prohibited from knowingly voting on a mea- sure which inures to the special gain or loss of a principal (other than a government agency) by whom he or she is retained (including the parent organization or subsidiary of a corporate principal by which he or she is retained); to the special private gain or loss of a relative; or to the special private gain or loss of a business associate. Commissioners of community redevelopment agencies under Sec. 163.356 or 163.357, F.S., and officers of independent special tax districts elected on a one -acre, one -vote basis are not prohibited from voting in that capacity. For purposes of this law, a "relative" includes only the officer's father, mother, son, daughter, husband, wife, brother, sister, father -in -law, mother -in -law, son -in -law, and daughter -in -law. A "business associate" means any person or entity engaged in or carrying on a business enterprise with the officer as a partner, joint venturer, coowner of property, or corporate shareholder (where the shares of the corporation are not listed on any national or regional stock exchange). ELECTED OFFICERS: In addition to abstaining from voting in the situations described above, you must disclose the conflict: PRIOR TO THE VOTE BEING TAKEN by publicly stating to the assembly the nature of your interest in the measure on which you are abstaining from voting; and WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the min- utes of the meeting, who should incorporate the form in the minutes. • APPOINTED OFFICERS: Although you must abstain from voting in the situations described above, you otherwise may participate in these matters. However, you must disclose the nature of the conflict before making any attempt to influence the decision, whether orally or in writing and whether made by you or at your direction. IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE TAKEN: • You must complete and file this form (before making any attempt to influence the decision) with the person responsible for recording the minutes of the meeting, who will incorporate the form in the minutes. (Continued on other side) CE FORM 8B - EFF. 1/2000 PAGE 1 • APPOINTED OFFICERS (continued) • A copy of the form must be provided immediately to the other members of the agency. • The form must be read publicly at the next meeting after the form is filed. - IF YOU MAKE NO ATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSION AT THE MEETING: You must disclose orally the nature of your conflict in the measure before participating. You must complete the form and file it within 15 days after the vote occurs with the person responsible for recording the minutes of the meeting, who must incorporate the foram in the minutes. A copy of the form must be provided immediately to the other members of the agency, and the form must be read publicly at the next meeting after the form is filed. DISCLOSURE OF LOCAL OFFICER'S INTEREST J P I, AM /Z. - j 0.4..T; S 0, o C.< hereby disclose that on T -f-4/ .1 d-zy ( cf , 20 : (a) A measure came or will come before my agency which (check one) • inured to my special private gain or loss; inured to the special gain or loss of my business associate, inured to the special gain or loss of my relative, inured to the special gain or loss of by whom 1 am retained; or inured to the special gain or loss of is the parent organization or subsidiary of a principal which has retained me. (b) The measure before my agency and the nature of my conflicting interest in the measure is as follows: 4-6 y C.A-4-' J A_ /9!L.r- v. re- A c2 d G -' - G -�.c.� Rit �.• /, 4-2c •s 6.-t a N. New e,ti ri.e ter . A. PkbarcLUIN & 4 R-0-1,3 N_ 15 P- 001 -`'(, • , which Date Fil d Sign NOTICE: UNDER PROVISIONS OF FLORIDA STATUTES §112.317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE CONSTITUTES GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT, REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT„ DEMOTION, REDUCTION IN SALARY, REPRIMAND, OR A CIVIL PENALTY NOT TO EXCEED $10,000. CE FORM 8B - EFF. 1/2000 PAGE2 Patty Burnette From: Patty Burnette Sent: Friday, January 20, 2017 12:18 PM To: Ken Kenworthy (kenworthyk @okee.k12.fl.us); 'bill @larueplanning.com'; 'Bob Peterson (rpeterson @cityofokeechobee.com)'; 'David Allen (dallen @cityofokeechobee.com)'; ' douglas_mccoy @doh.state.fl.us'; 'hsmith @cityofokeechobee.com'; 'Jeffery Newell (jnewell @cityofokeechobee.com)'; jhayford @ouafl.com'; 'johncook@cityofokeechobee.com'; 'Marcos Montes De Oca (mmontesdeoca @cityofokeechobee.com)'; 'rbrock @cityofokeechobee.com' Subject: Requirement in regards to January 19, 2017 TRC Meeting Attachments: Form 8B Memorandum of Voting Conflict.pdf Good Afternoon. Attached is Form 8B Memorandum of Voting Conflict for County, Municipal, and Other Local Public Officers form that was submitted by Chairperson Montes De Oca and received by myself as Committee Secretary yesterday, January 19, 2017 at the TRC Meeting in regards to abandonment of Right -of -Way Petition No. 17- 001 -SC. I am emailing a copy to all voting and non - voting members for your records and information as part of the requirements. Thank you, Patty Pa-H-9 M. 6tA-r ±e general-Services Coordinator City of Okeechobee SS Southeast 3rd Avenue Okeechobee, `FL 34974 7Je1 863 - 763-3372 ext.218 Tax: 863 -763 -1686 e-mail: y6urnette @cityofokeec(io[ee.com wetsite: www.cityofokeechiobee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. 1 CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 2 Rev. 04/11 oF 004, rdSo = ki * ) :` rn © Il�y L�•.� ,�,,;1 Q 4 O. ' , f1 ♦ City of Okeechobee General Services Department 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 39974 -2903 Phone: (863) 763 -3372, ext. 218 Fax (863).763- 1686 _ _ _ e-mail: clement@cityofokeechobee.com`� Date Received i-(7 ( 7 Application No / 7_ co I_77 0� Fee Paid: /a q. 3 0 Receipt No. L` (i j Y. ''^ `� ; ` 1 (7 7 �` f ` �: Hearing Date: y_ 90_ (7 APPLICANT INFORMATION 1 Name of property owner(s): OHCF Properties, LLC 2 Owner mailing address: P. O. Box 759, Okeechobee, FL 34973 13 Name of applicant(s) if other than owner: Faye Haveriock 4 Applicant mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs (Engineering Consultant) 6 Contact person daytime phone(s): (863) 824 -7644 7 Engineer: Name, address and phone number: Steven L. Dobbs 1062 Jakes Way, Okeechobee, FL 34974 (863) 824-7644 8 Surveyor: Name, address and phone number: Tradewinds 200 SW 3rd Avenue, Okeechobee, FL 34974 (863) 763 -2887 PROPERTY and PROJECT INFORMATION 9 Property address/directions to property: 1646 Highway 441 N, Okeechobee, FL 34972 10 Parcel Identification Number V2- 09- 37- 35 -0A00 -00010 -0000, 2- 10- 37- 35 -0A00- 00001 -B000, 2- 10- 37- 35 -0A00- 00001 -0000, and 2- 09 -0A00- 00010 -A000 11 Current Future Land Use designation: Commercial 1.2 Current Zoning district: Heavy Commercial . 13 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. This project is to provide a modification to the previously approved site plan to add a west wing expansion of 18 beds, future buildings to the east and a new laundry facility with additional parking, food service, laundry service, and office space for an existing nursing home facility. The hours of operation are 24/7/365 with approximately 290 total, and peak shift 100 employees. 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. 1- Nursing Home Facility and associated parking. 15 Total land area in square feet (if less than two acres): or acres: 8.81 16 Is proposed use different from existing or prior use ( Yes) (X No) Rev. 04/11 v` '1arZ. CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 2 For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 -Rev. 04/11 �� Number and description of phases: 20 Multiple phases - Phase 1 west wing expansion and laundry facility to the east, future phases 17 services buildings as need arises. 18 Source of potable water: OUA 19 Method of sewage disposal: QUA For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 -Rev. 04/11 �� ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property Owner 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) 23 jct.- Three (3) sealed boundary and topographic, "as is" surveys of the property involved including: a. certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details to be included in site plan) 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 Three (3) copies of sealed drainage calculations 29 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 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. 30 Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 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(�ngineer 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 require 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 $50`.D.OJ and imprisonmenli of u to 30 days and may resulting the summary denial of this application. Faye Haverlock January 9, 2017 ' 7-7h,tic 7reYe't. Signatife Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 -Rev. 04/11 �� Engineer's Report West Wing Expansion for Okeechobee Health Care Facility (Lifestyles and Healthcare, Ltd.) Okeechobee County, Florida ••,%%'" L. ID a .... Steven kiT)pbbs, P.E. JAN ,1: 1T ,..,.-.), ,,.. ,LJ L 0 F .: 1,1 .-..'„ Zzi 4.' ., ,..., - .--. 0 r.--; '...) ,•°'-' .• -. A:',_ Prepared October 2016 _ . By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering, LLC Florida Certificate of Authorization No. 29206 1062 Jakes Way Okeechobee, FL 34974 1 Purpose: The purpose of this report is to provide the South Florida Water Management District and City of Okeechobee with the calculations and documentation to demonstrate that the surface water management system for the proposed Okeechobee Health Care Facility 'West Expansion complies with applicable state and local water resource requirements. Project Description: The previously permitted east expansion is 7.68 acres in size will add an additional drainage basin to the west of 1.13 acres which will include the proposed building expansion of 18 beds as well as the existing parking and drive area. This will bring this basin to a total of 8.81 acres and is located in Sections 9 and 10, Township 37 South, Range 35 East. It is located in the City of Okeechobee, on the east side of SR 441N, north of the City Limits Ditch, on the following parcels (Parcel ID 2-09-37-35-0A00- 00010 -0000 owned by Lifestyles & Healthcare, LTD, 2- 10- 37- 35 -0A00- 00001 -B000 and 2-10-37-35-0A00- 00001-0000 both owned by OHCF Properties, LLC, and a portion of 2- 09- 37- 35 -0A00- 00010 -A000 to the west owned by Seniors "R" Able). The site is currently partially developed. There is a nursing home onsite with the only storm water system for this portion of the project is two existing culverts that discharge into the City Limits Ditch as shown on the construction drawings. The west basin was previously permitted and developed as a parking area and does drain through a detention system that provides water quality and attenuation for that portion of the project. The drainage calculations and routings to address the required water quality treatment volumes and anticipated surface water stages for the proposed site improvements will be provided. The surface water management system for the proposed Nursing Home Expansion will consist of a new dry detention area. The control structure for the new dry detention area will connect via existing culvert on the adjacent property to Tylor Creek to the east. Additionally, a perimeter berm will be constructed that is sized to retain the 25 year, 3 day storm event on the site, around the east, north and south sides of the property with the access road along the south side of the property acting as a perimeter berm. Proposed Use: The project consists of an existing nursing home, associated parking, and an existing exfiltration trench which will be removed with this project. The proposed improvements consist of an additional parking, multiple building expansions in various phases and construction of a dry detention area. Water quality and water quantity requirements will be met in the dry detention areas. Potable water and wastewater service is provided by the Okeechobee Utility Authority. The planned expansion will incrementally increase the existing potable water and wastewater demand. Drainage Considerations: To attenuate the runoff generated by the existing and proposed improvements and to meet water quality requirements, all drainage will be routed through the dry detention area. The dry detention area will be controlled at elevation 18.2 NGVD `29 which is the required elevation to meet the nutrient removal goal for this project described later in this document. This portion of the project will discharge through a proposed new discharge location into the Airport Ditch to the south. The Soils Map for Okeechobee County indicates that this parcel's soils are made up of Immokalee Fine Sand and Manatee Loamy Fine Sand, Depressional soils, which is a very poorly drained "D soil" in the natural state and a better drained `B soil" in the developed state. The Soils Map information also indicates that the anticipated wet season water table is approximately 0" below natural ground for Manatee Loamy Fine Sand, Depressional soils and approximately 1' below natural ground for the Immokalee Fine Sand. However, since this site is adjacent to Taylor Creek and as established above the discharge elevation for this project is going to be 17.0 NGVD '29, the bottom of the dry detention area will be constructed at 18.0, the proposed discharge elevation of 18.2 is proposed to meet water quality requirements for the project The site is located in the S -133 Basin. The proposed outfall for the project will be on the south side of the proposed dry detention area that will discharge through a proposed culvert that will discharges into the Airport ditch to the south then into Taylor Creek located to the east of the Airport Ditch. (Taylor Creek ultimately discharges into Lake Okeechobee.) 2 The allowable discharge for the S -133 Basin is 15.6 csm (cfs /sq. mile) for the 25 year 3 day event: Q = 15.6 csm / 640 acres /sq. mile x Project Area Q = 15.6 csm / 640 acres /sq. mile x 8.81 acres = 0.21 cfs A. Water Quality Water quality treatment is provided in the form of dry detention for the project drainage area. Since the proposed water quality system is dry detention, the volume required is 75% of the calculated volume, however since this project discharge into an impaired water basin and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is 0.98 acre -feet. The dry pretreatment criteria of (0.5 ") is less than the (1 ") water quality requirement, therefore the system meets the pretreatment criteria as specified under Section 5.2.1 of the SFWMD's Environmental Resource Permit Information Manual Volume IV and the required water quality volume. Based on the attached stage storage spreadsheet, the water quality volume (0.98 acre -feet) is met at elevation 19.19 NGVD '29. B. Water Quantity This project is located in the S -133 Basin which discharges ultimately into Lake Okeechobee. The allowable peak discharge rate in this basin is 15.6 csm. The allowable peak discharge rate for this project, based on the 25 -year, 72 -hour storm event was calculated to be 0.21 cfs. The actual maximum discharge rate for the 25- year, 72 -hour storm event was calculated to be 0.387 cfs, which is greater than maximum allowable peak rate, but discharging through the proposed 3" minimum bleeder. To demonstrate conformance to this criteria, the proposed project was flood- routed using AdICPR. The 10 year, 24 hour storm (5.0 ") w/ discharge, the 25 year, 72 hour storm (9.0 ") w/ discharge, and the 100 year, 72 hour storm (10.0 ") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings is provided as follows: 10 Year, 24 Hr. Storm (5.0 ") 25 Year, 72 hr. Storm (7.0 ") 100 Year, 72 Hr. Storm (10.0 ") Peak Stage Peak Rate Peak Stage Peak Rate Peak Stage (ft- NGVD'29) (cfs) (ft- NGVD'29) (cfs) (ft- NGVD'29)) 20.24 0.327 21.01 0.387 21.35 3 Parking: The City of Okeechobee requires 1 parking space for every 4 beds and 1 space for every employee at peak shift. This expansion is for 198 total beds in the nursing home and 94 employees at peak shift requiring 144 parking spaces onsite. There are currently 116 existing parking spaces and 28 planned parking spaces, which will meet the parking requirements. There will be 10 handicapped parking spaces around the facility, which exceed the ADA required 6 spaces per 150 parking spaces provided. Off -Site Drainage: There is an existing offsite flow from the hospital to the north. The discharge is located on the west side of the north parcel and discharges into the southwest portion of the wetland. When this discharge was originally permitted, there was a drainage easement grated by the Hamrick parcel to allow the discharge through the property. When this parcel was purchased by the nursing home, they took exception to the drainage easement and had the Hamricks move the easement to the north off the parcel. In this process, the easement was moved, but the discharge structure was not. The hospital has received a permit to relocate the drainage structure, but have not done so as of this submission. There are impacts proposed in the wetland. Nutrient Analysis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. In addition, a nutrient analysis was completed using BMP Trains Model version 7.4, which indicates an additional 0.068 acre -feet of retention are required to meet the nutrient load reduction. This will be achieved discharging at elevation of 18.2 NAVD '88, which gives an additional 0.11 acre -feet of retention. With this additional retention, the system will be left at elevation 14.4 inches above wet season water table. From the soil survey, the K -sat is 28 micrometers per second or 4" per hour. This would require less than 4 hours to recover to wet season water table. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0415C, the eastern portion of this project is located in a flood zone AE el. 16.0 NAVD '88. However, existing land is above this elevation thereby, providing assurance potential flooding of this facility is minimal. Irrigation: This site will be irrigated with a new well onsite. A SFWMD Water Use Permit will be applied for under separate cover. Construction Recommendations: Runoff and /or any water generated by short-term dewatering during construction will be contained on -site. However, there is some potential for transport of sediment to off -site areas should heavy rainfall occur. In order to reduce the potential of any off -site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence inside the southerly property line in the area of the proposed paving of the existing rock road and upstream of the existing control structure until site work has been completed and the site has been stabilized. (The existing perimeter berm should prevent any potential off -site transport of sediment from other areas of the site during construction.) Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off -site and should have no impact on off. site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off -site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. 4 1\15.143 Ok Oeallbcale Facility \Owg\Sorvey115.145.3Mapl dwg. 6NR015 931.30 AM. Adobe RN 443 1089 INLET GRATE 1 18 EL. -27.00 6 alCC COP lcecrz vcc STORH 00 S10RU INLET S10R LET GRATE E• NORTHBOUND 9 T4 4c SO0.00'07 °E(D)(C) 65.00'(I)(C) a-� 3300'00' D)(C) 325.39'(D)(C) \\\\\\\\\\\\\\\ NORTH(D) N00'00 07 W(C) 321.60 (D)(C) \\\\\N\\\\\ 0 \ \ \ \ \ \ \ \ \\ Aa xv� \ L '4 \ \ \ \-\ $1V3S 3IHdV2ID \ \ \ \ \ \ \ \ \ \ \\ �+. '1; O m tiZ DZ Oo ZO 05 NN rnZ U1 A 0 D 20 AST UNE O.R.0 \1 315, G. OPIVC N00V0'02,bl(0)(C) 321 30 S z 0 cn a r o Z in m JOH 115. PAGE . 6/2/2015 DR+w.v D MDP ° Mao° °Y' 15 -1A 5° iM:R. GEOMATICS SERVICES Inc. PROFESSIONAL SURVEYORS & MAPPERS 1934 C 772)4119 -8383 COURT. PIERCE, 0A FAX (772) 400- 4208 CERTIFICATE OF AUTHORIZATION LB# 7673 REVISIONS 900,R_2_ PREPARED FOR: OHCF PROPERTIES, LLC LYING IN OKEECHOBEE COUNTY, FLORIDA SPECIFIC PURPOSE TOPOGRAPHIC SURVEY 41LERSON HOSPITAL .B. 219 PG. 593) a 0 N _4 Iv° 9019 1651 0 O CO O 91 O 0 O Z 9.14 --41.s.52 vss' 50407'15'w AREA 1 2)53 . 0.217± ACRES (9,464 SQUARE FEET) 15.15 Ii8f2 859'53'53'E 5 }} �L= L 1489"_3''_ E 2.08 R -$ ASPHALT DIRVE 45.00' WIDE RECIPROCAL EASEMENT 0.4 6 2`5 PG 7`6 VALLIIT FND PKD STAMPED "LS4276 ". BM EL. 24.51 NGVD (1929)(TOP /NAIL) POINT NUMBER 50012 END. PKD r'- (181221) PI 02 P.O.C. SOUTHWEST CORNER SECTION 10 -37 -35 (CALCULATED -FALLS 1 IN DITCH) 9�/ O N89'32'54 "E(D)(C) 16 15 448.36'(0)(C) 'SOUTH LINE SECTION 10 0 0 N z P.O.B. ND. 5/d IR (BRCKEN CAP) AREA 2 0.565± ACRES (24.604 SQUARE FEET) .19,4 NORMAL POOL EL. =18.70 • 9.72 GRAPHIC SCALE (0861±1160) (VACANT) SEASONAL HIGH WA TER 05=18.55 ��, t 1 1 1.00'00'07.W 7E' ( IN FEET ) 1 Inch = 30 IL N89g59'S3 "E(D)(C)▪ '41 547.38•(D)(C) 111.40 18.18 ti �ho .8)33 JURISDICTIONAL a I� WETLANDS LINES B Z--11( �a o636 9 0- SUBJECT PARCEL CONTAINING 2.965± ACRES (TOTAL) (VACANT - EXCEPT AS SHOWN) N89'59'53 "E(D)(C) 374.51'(D)(C) 0.R.B. 520 PG. 180 (091'LA. TTLD) (VACANT) LINE TABLE LINE LENGTH BEARING LI 19.53 N85'39'33'E L2 22.12 550'21'08'E L3 31.29 N75'36'20'E L4 26.41 S36'11'07'E L5 35.15 579'03'40'E L6 28.28 565'29'50'E L7 24.11 N71'26'17'E L8 33.06 N42'52'14'E L9 27.22 N09 °53'30'6 L10 18.00 N16'15'41'W L11 39.64 N09'35'50'0/ L12 30.23 N62 °52'49''/ L13 26.89 S85 °54'19'6 L14 25.62 S50'54'19'W L15 25.16 584'35'03'W L16 29.21 N85'05'57'0/ L17 23.40 S50'58'48'W LIB 19.01 513'30'46'W L19 25.70 473'47'29'01 PILE FND. 5/E IR (5157) 2504 LINE TABLE LINE LENGTH BEARING L20 21.18 N49'25'41'E L21 27.42 501'09'23'E L22 43.29 NO2'40'21'W L23 36.44 NO5'50'27'0 L24 38.27 N76'32'29'E L25 32.60 583'50'36'E L26 36.53 568•58'44'0 L27 26.19 573'11'18'E L28 22.88 585'18'30'E L29 20.67 N65'05'35'E L30 18.25 N59'51'00'E L31 24.71 555'10'04'E L32 21.48 586'14'54'E L33 27.93 N00 °06'43'6 L34 31.08 N07'55'22'W L35 27.67 N20'05'46'0 L36 33.48 N61 °19'07'E L37 27.58 N51'46'43'E L38 13.86 N50'19'34'E FNO. 5/e" IR (51571611 3GN) OKEECHOBEE, FLORIDA LOCATION MAP NO SCALE DESCRIPTION (SUPPLIED BY CLIENT) A PARCEL OF LAND LYING IN SECTION 10, TOWNSHIP 37 SOUTH. RANGE 35 EAST. OKEECHOBEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT H0 SOUTHWEST CORNER OF SAID SECTION 10, THENCE PROCEED NORTH 89'32'54" EAST ALONG THE SOUTH LINE OF SAID SECTION 10, ALSO BEING THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK (ORB) 315, PAGE 746 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY. FLORIDA, A DISTANCE OF 448.36 FEET TO THE SOUTHEAST CORNER OF SAID LANDS DESCRIBED IN ORB 315, PAGE 746: THENCE DEPARTING SAID SOUTH LINE, RUN NORTH 00'00'07" WEST, A DISTANCE OF 321.60 FEET TO THE NORTHEAST CORNER OF SAID LANDS DESCRIBED IN ORB 315, PAGE 746, ALSO BEING THE SOUTHEAST CORNER OF LANDS DESCRIBED IN ORB 219, PAGE 593 AND THE NORTHWEST CORNER OF SAID LANDS DESCRIBED IN ORB 524, PAGE 180, ALL PER THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, ALSO BEING THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE NORTH 00'00'07" WEST, RUNNING ALONG THE EAST LINE OF SAID LANDS DESCRIBED IN ORB 219, PAGE 593, A DISTANCE OF 280.17 FEET: THE PRECEDING COURSED, A DSTANCEROF 547.38 FEET TO AE POINT H ON DEICWUELSR TO H LINE OF H0 TAYLOR CREEK PERMANENT EASEMENT AS DESCRIBED IN ORB 49, PAGE 223 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY. FLORIDA; THENCE RUN SOUTH 31'40'29" WEST ALONG SAID WEST LINE OF THE PERMANENT EASEMENT. A DISTANCE OF 329.21 FEET TO THE NORTHEAST CORNER OF THE AFORESAID LANDS DESCRIBED IN ORB 524. PAGE 180; THENCE DEPARTING SAID WEST LINE OF THE TAYLOR CREEK EASEMENT. RUN SOUTH PAGE 180, WA SDISTANCE OF 374.51 FEET OF SAID THE POINT OF BEGINNING. ORB 524, SAID PARCEL OF LAND CONTAINING 2.965 ACRES, MORE OR LESS. LEGEND (C) (0) P.O.C. 8.0.8. P.O.T. L.B. PO4 IR /C C.M. IR P PB pG RECORD DATA CALCULATED FROM FIELD MEASUREMENTS DEED POINT OF COMMENCEMENT POINT OF BEGINNING PONT OF TANGENCY UCENSED BUSINESS PERMANENT REFERENCE MONUMENT 5/8' IRON ROD L CAP STAMPED 'L87573• CONCRETE MONUMENT IRON ROD OFFICIAL RECORDS BOOK PLAT BOOK PAGE CENTRAL ANGLE R RADIUS L ARC LENGTH CB CHORD BEARING CD CHORD DISTANCE UGE UNDERGROUND ELECTRIC UG AT &T UNDERGROUND AT &T R/W RIGHT OF WAY A/C AIR CONDITIONING CBS CONCRETE BLOCK STRUCTURE MI WATER MAIN P,0. PUBLIC 0110TY EASEMENT D.E DRAINAGE EASEMENT U.E UTIUTY EASEMENT CENTERLINE PROPERTY LINE 140. NUMBER TIP 1YPICAL N.A.V.O. NORTH AMERICAN VERTICAL DATUM EL ELEVATION C.L. CHAIN LINK DIA. DIAMETER CONC cATV S0. FT. INFO. TOB OHU SV GV IRS 0 la CONCRETE CABLE TELEVISION SQUARE FEET INFORMATION TOP OF BANK OVERHEAD UTILITIES SANITARY VALVE GAS VALVE WATER VALVE IRRIGATION VALVE FIRE HYDRANT WELL WATER METER WATER BACKFLOW 601569TOR DRAINAGE MANHOLE SANITARY MANHOLE HAND HOLE FIBER OPTICS JUNCTION BOX ELECTRICAL JUNCTION BOX • CABLE TV JUNCTION BOX (Q_3 WOOD POWER POLE CONCRETE POWER POLE 511 • SANITARY CLEAN OUT NORTHING N0 (OR EAST) NORTH) DRAINAGE STRUCTURE (CURB INLET) CHAIN LINK FENCE -X- HOG WIRE FENCE (n O9 to > 0_ NOTES 1) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) ADDITIONS OF DELETIONS TO SURVEY MAPS OR REPORTS. BY OTHER THAN THE SIGNING SURVEYOR 15 PROHIBITED. WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON PROVIDED BY CLIENT AND /OR THEIR AGENT. 4) THE LAST DATE OF FIELD V2ORK WAS MARCH 11, 2015. EASEMENTS OF RECORD E LANDS SHOWN HERN SUCH WERE Y INFORMATION RESERVATIONS. THIS OFFICE FOR RIGHT-OF-WAYS. SHOULD BE OBTAINED AND CONFIRMED BY OTHERSTHROU H APPROPRIATE T1TLEOR VERIFICATION. 5) BEARINGS SHOWN HEREON ARE RELATVE TO HE WEST LINE OF TAYLOR CREE6 HAVING A BEARNG OF S31'40'29 "W (ASSUMED) AND ALL OTHER BEARINGS ARE RELATIVE HERETO. 7) UNDERGROUND U0LIRE5, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 8) TOTAL PARCEL CONTAINS 2.965 ACRES, MORE OR LESS. 9) TO MAKE HE MAP LEGIBLE HE SYMBOLS SHOWN HEREON AND AS DESCRIBED IN HE LEGEND ARE NOT ALWAYS TO SCALE, BUT INDICATE HE SURVEYED LOCATION. 10) DESCRIBED PROPERTY I5 LOCATED WHIN AN AREA HAVING A FLOOD DESIGNATION 'P'. BY HE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP N0, 120177 0200 B MTh AN EFFECTIVE DATE OF FEBRUARY 4. 1981 IN OKEECHOBEE COUNTY, FLORIDA • 11) HE SPECIFIC PURPOSE OF THIS SURVEY 15 TO SHOW HE LOCATION OF RAGGED WETLAND AREAS RELATING TO HE SUBJECT PARCEL 12) BOUNDARY INFORMATION SHOWN BASED ON A BOUNDARY SURVEY PREPARED BY EXPEDITION SURVEYING & MAPPING. INC. DATED 8- 29 -05. 13) WETLANDS SHOWN HEREON WERE LOCATED BY CHRIS 50601840K OF ENVIRONMENTAL CONSULTING OF RORIDA ON MARCH 26, 2015. 14) ELEVATIONS SHOWN HEREON ARE RELATIVE 70 HE NATIONAL GEODEC VERTICAL DATUM OF 1929 (NM 29) AND REFERENCE NATIONAL GEODETIC CONTROL POINT '8553X. HAVING AN ELEVATION OF 25.207 FEET. TO CONVERT ELEVATIONS TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), SUBTRACT 1.22 FEET. MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE: FLORIDA REGISTRATION 45556 JOB 6 15 -145 -2 SHEET NO.: 1 1 OF 45.00' "DE REC'.PROCAL EASEMENT G.RB. 258 PC. 756 END. PK.D (081221) 'nit; ola 9 10 16 \15 P.0.C. SOUTHWEST CORNER SECTION 10 -37 -35 (CALCULATED) (UNP LATIEO) OR.B. 315 PG. 746 (OCCUPIED-OKEECHOBEE CARE 10001.11,) SOUTH LINE SECTION 10 N89•32'54 "E(D) 148925'44 -E(C) m LIS O P.O.B. - 50T 5/2 I3" (LB767_r\ 448.36'(D)(C) GRAPHIC SCALE 11 30 ( 16 FEET ) 1 inch = 30 IL END. 5/2 I6 (67.04011 CAP) Aw • V (UNPLA11E0) (VACANT) .x'N89'59'53 "E(D) • N89.52.43 "E(C) 374.51'(D)(C) 1DE� �y.'t. _� -'� _ PILE c, DE -,; ` 'L TOE 9. 0 /S %OIL %! E ' SUBJECT PARCEL CONTAINING 2.035± ACRES (VACANT - EXCEPT AS SHOWN) TOO _ 700 ROCKS ROCKS ni \S89'25.44 "W(C) 589'32'54-W(0) 186.72'(D)(C) •(00710 20 OF 80 M._ PUOOC R/11 4 *0270 Fc7 OHU0*00 CTS)-, ` 00 N. 14TH _ STREET (PER 'OKEECHOBEE-, PB. 5. PG. 5) (UNIMP ROVED)(I4OT ;'PEN) / / 0 / / . � 9. 11 cRE p� � a ,tee y9 FND. 0/8' I0( (5157) 7, 0 9I v7 r1 O / 55 / / / /18.98 1800 A, O / VQ {l 0,. /9.3 V F0 p / 4. / U 4ET 5 /B" RC ci T PC (067171 73) / 2 f 1P -RAP • EADWALL / / R= 410.00\ L =82.61 1 :0 E=11'32'40" CHD.= S25'46'59 "W(C) $ / 82.47'(C) END. 5/3 I0( (143 i0.- 015508-0001 540'20'39 "E 0.1B' FND. 5/8' I6 (5157J'MLSCN) /18.89 OKEECHOBEE, FLORIDA LOCATION MAP NO SCALE DESCRIPTION (SUPPLIED BY CLIENT) A PARCEL OF LAND LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE PROCEED NORTH 89'32'54' EAST ALONG THE SOUTH LINE OF SAID SECTION 10, ALSO BEING THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK (ORB) 315, PAGE 746, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DESCRIBEDEIN OF 4436 FEET ORB 8. PAGET7746 AND SOUTHEAST CORNER OF T PARCEL OF LAND POINT OF BEGINNING. THENCE DEPARTING SAID SOUTH LINE. RUIN NORTH 00' 00' 07" WEST ALONG DISTANCE LINE OF SAID PARCEL OF LAND DESCRIBED IN ORB 315, PAGE 746, A OF 321.60 FEET TO THE NORTHEAST CORNER OF SAID PARCEL OF LAND; THENCE DEPARTING SAID EAST LINE, RUN NORTH 89' 59' 53" EAST, PERPENDICULAR TO THE PRECEDING COURSE, A DISTANCE OF 374.51 FEET TO A POINT ON THE WEST LINE OF THE TAYLOR CREEK PERMANENT EASEMENT AS DESCRIBED IN 49, PAGE SOUTH 231 o40' THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; 29" WEST ALONG SAID WEST LINE OF THE PERMANENT EASEMENT, A DISTANCE OF 289.01 FEET TO THE BEGINNING OF A CURVE TO THE A EFT RADIUS SOD 4 ES 0 FEET AND CURVE BEING CONCAVE TO THE SOUTHEAST, HAVING A CENTRAL ANGLE OF 11' 32' 39 "; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE AND CONTINUING ALONG SAID WEST LINE OF THE TAYLOR CREEK PERMANENT EASEMENT. A DISTANCE OF 82.61 FEET TO THE INTERSECTION WITH THE AFORESAID SOUTH LINE OF SECTION 10; THENCE DEPARTING SAID WEST LINE OF THE TAYLOR CREEK SECTION EASEMENT, 0, ADISTA CE OF 186.72 23 FEET TO WEST THE POINT OF LINE OF BEGINNING. NG LEGEND (R) RECORD DATA (C) CALCULATED FROM FIELD MEASUREMENTS (0) DEED P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING P.D.T. POINT OF TANGENCY LB. LICENSED BUSINESS PRM PERMANENT REFERENCE MONUMENT I3 /C 5/8 IRON ROO & CAP STAMPED '.37673'. C M. CONCRETE MONUMENT R IRON R00 O.R.B. OFFICIAL RECORDS BOO( 03 PLAT BOOK PG PAGE O CENTRAL ANGLE R RADIUS L ARC LENGTH CB CHORD BEARING CO CHORD DISTANCE UGE UNDERGROUND ELECTRIC UG AT&T UNDERGROUND AT&T R/W RIGHT OF WAY A/C AIR CONDITIONING CBS CONCRETE BLOCK STRUCTURE 807 WATER MAIN P.U. PUBLIC UTIUTY EASEMENT D.E DRAINAGE EASEMENT U.E UTIUTY EASEMENT CENTERUNE PROPERTY UNE No NUMBER TYP TYPICAL 14.60.0. NORTH AMERICAN VERTICAL DATUM EL ELEVATION -L CHAIN LINK DIA. 01AMETER CONC CAN S0. FT. INFO. TOB OHL, SV GY WV IR 0 0 69 5 CONCRETE CABLE TELEVIS1ON 5OUARE FEET INFORMATION TOP OF BANK OVERHEAD UTILITIES SANITARY VALVE GAS VALVE WATER VALVE IRRIGATION VALVE FIRE HYDRANT WELL WATER METER WATER DACKFLO'W P6E1E11103 DRAINAGE MANHOLE SANITARY MANHOLE HAND HOLE FIBER OPPCS JUNCTION BOX ELECTRICAL JUNCTION BOX CABLE TV JUNCTION BOX WOOD POWER POLE CONCRETE POWER POLE SIGN SANITARY CLEAN OUT NORTHING (OR NORTH) EASTING (OR EAST) DRAINAGE STRUCTURE (CURB INLET) CHAIN LINK FENCE -X- HOG WIRE FENCE O ui Q) rz 62 ▪ m D0 Z 0 J • a W CEI 0 0 0 NOTES 1) NOT VALID VATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. 2) ADDITIONS OF DELETIONS 10 SURVEY MAPS OR REPORTS. BY OTHER THAN THE SIGNING 50606003 IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR. 3) DESCRIPTION SHOWN HEREON PROVIDED BY C0ENT AND /OR THEIR AGENT. 4) THE LAST DATE OF FIELD WORK WAS JANUARY B. 2015. 5) LANDS HEREON WERE NOT EASEMENTS CFWRECORD. SUCH INFORMATON ABSTRACTED THIS OBTAINED AND CONFIRMED BY OTHERSRTHROUIGH APPREOPRIATE TITLEOR VERI8CA6ON. 6) BEARINGS (ASSUMED) AND SHOWN N BERE.iNGS ARE RELATIVE CENTERLINE OF NW 16114 STREET HAVING A BEARING OF 1444'57'09'E ARE RELATIVE TO THE ALL OTHER 7) UNDERGROUND UTILITIES. UTIUTY SERVICES. 00011003ONS AND IMPROVEMENTS WERE 1401 LOCATED AS A PART OF THIS 5085E3. 8) TOTAL PARCEL CONTAINS 2.035 ACRES, MORE OR LESS. 9) TO MAKE THE MAP LEGIBLE THE SYMBOLS 5HOWN HEREON AND AS DESCRIBED IN THE LEGEND ARE NOT ALWAYS TO SCALE, BUT INDICATE THE SURVEYED LOCATION. 10) DESCRIBED PROPERTY 15 LOCATED WITHIN AN AREA HAVING A FLOOD DESIGNATION "A', BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON ROOD INSURANCE RAZE MAP 140. 120177 0200 B WITH AN EFFECTIVE DATE OF FEBRUARY 4. 1981 I OKEECHOBEE COUNTY. 0(06100, 11) ELEVATIONS SHOWN HEREON ARE 3010000 TO THE NATIONAL GEODETIC VERTICAL DAPJM OF 1929 (NGVD 29) AND REFERENCE NATIONAL GEODETIC CONTROL POINT '05636". 11091110 AN ELEVATION OF 25.17 FEET. TO COVERT ELEVATIONS TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88). SUBTRACT 1.27 FEET. MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION 85556 SIGNATURE DATE: JOB f/ 15 - 145 SHEET NOS /,I 1 OF : Staff Report Site Plan Review Prepared for: The City of Okeechobee Applicant: OHCF Properties, LLC; Nursing Home Expansion Petition No.: 17- 001 -TRC - Planning & Management Services, Inc. 1375 Jackson Street, Suite 206 Fort Myers, Florida 239 - 334 -3366 Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC GENERAL INFORMATION Owner Owner Address Applicant Applicant Address Site Address Contact Person Contact Phone Number Email Address OHCF Properties, LLC P.O. Box 759 Okeechobee, FL 34973 Faye Haverlock 1646 Highway 441 N. Okeechobee, FL 34974 Steven L. Dobbs (Engineering Consultant) (863) 824 -7644 sdobbs @stevedobbsengineering.com LEGAL DESCRIPTION OF THE PROPERTY PARCEL t a 8 Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC Parcel 1: Parcel Identification Number: 2- 10- 37- 35 -0A00- 00001 -0000 A PARCEL OF LAND LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE PROCEED NORTH 89 °32'54" EAST ALONG THE SOUTH LINE OF SAID SECTION 10, ALSO BEING THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK (ORB) 315, PAGE 746, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DISTANCE OF 448.36 FEET TO THE SOUTHEAST CORNER OF THAT PARCEL OF LAND DESCRIBED IN ORB 315, PAGE 746 AND THE POINT OF BEGINNING. THENCE DEPARTING SAID SOUTH LINE, RUN NORTH 00° 00' 07" WEST ALONG THE EAST LINE OF SAID PARCEL OF LAND DESCRIBED IN ORB 315, PAGE 746, A DISTANCE OF 321.60 FEET TO THE NORTHEAST CORNER OF SAID PARCEL OF LAND; THENCE DEPARTING SAID EAST LINE, RUN NORTH 89° 59' 53" EAST, PERPENDICULAR TO THE PRECEDING COURSE, A DISTANCE OF 374.51 FEET TO A POINT ON THE WEST LINE OF THE TAYLOR CREEK PERMANENT EASEMENT AS DESCRIBED IN ORB 49, PAGE 223 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE RUN SOUTH 31° 40' 29" WEST ALONG SAID WEST LINE OF THE PERMANENT EASEMENT, A DISTANCE OF 289.01 FEET TO THE BEGINNING OF A CURVE TO THE LEFT IN SAID WEST LINE, SAID CURVE BEING CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 410.00 FEET AND A CENTRAL ANGLE OF 11° 32' 39 "; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE AND CONTINUING ALONG SAID WEST LINE OF THE TAYLOR CREEK PERMANENT EASEMENT, A DISTANCE OF 82.61 FEET TO THE INTERSECTION WITH THE AFORESAID SOUTH LINE OF SECTION 10; THENCE DEPARTING SAID WEST LINE OF THE TAYLOR CREEK EASEMENT, RUN SOUTH 89° 32' 54" WEST ALONG SAID SOUTH LINE OF SECTION 10, A DISTANCE OF 186.72 FEET TO THE POINT OF BEGINNING. Parcel 2: Parcel Identification Number: 2- 10- 37- 35 -0A00- 00001 -8000 A PARCEL OF LAND LYING IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 35 EAST, OKEECHOBEE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 10, THENCE PROCEED NORTH 89° 32' 54" EAST ALONG THE SOUTH LINE OF SAID SECTION 10, ALSO BEING THE SOUTH LINE OF THAT PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK (ORB) 315, PAGE 746, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, A DISTANCE OF 448.36 FEET TO THE SOUTHEAST CORNER OF SAID LANDS DESCRIBED IN ORB 315, PAGE 746; Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC THENCE DEPARTING SAID SOUTH LINE, RUN NORTH 00° 00' 07" WEST, A DISTANCE OF 321.60 FEET TO THE NORTHEAST CORNER OF SAID LANDS DESCRIBED IN ORB 315, PAGE 746, ALSO BEING THE SOUTHEAST CORNER OF, LANDS DESCRIBED IN ORB 219, PAGE 593 AND THE NORTHWEST CORNER OF SAID LANDS DESCRIBED IN ORB 524, PAGE 180, ALL PER THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, ALSO BEING THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE NORTH 00° 00' 07" WEST, RUNNING ALONG THE EAST LINE OF SAID LANDS DESCRIBED IN ORB 219, PAGE 593, A DISTANCE OF 280.17 FEET; THENCE DEPARTING SAID EAST LINE, RUN NORTH 89° 59' 53" EAST, PERPENDICULAR TO THE PRECEDING COURSE, A DISTANCE OF 547.38 FEET TO A POINT ON THE WEST LINE OF THE TAYLOR CREEK PERMANENT EASEMENT AS DESCRIBED IN ORB 49, PAGE 223 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA; THENCE RUN SOUTH 31° 40' 29" WEST ALONG SAID WEST LINE OF THE PERMANENT EASEMENT, A DISTANCE OF 329.21 FEET TO THE NORTHEAST CORNER OF THE AFORESAID LANDS DESCRIBED IN ORB 524, PAGE 180; THENCE DEPARTING SAID WEST LINE OF THE TAYLOR CREEK EASEMENT, RUN SOUTH 89° 59' 53" WEST ALONG THE NORTH LINE OF SAID LANDS DESCRIBED IN ORB 524, PAGE 180, A DISTANCE OF 374.51 FEET TO THE POINT OF BEGINNING. Parcel 3: Parcel ID: 2- 09- 37- 35 -0A00- 00010 -0000 UNPLATTED LANDS OF THE CITY BEG AT THE SE COR OF SEC 9 BEAR S 89 DEG 52 MIN 43 SEC W ALONG THE S LINE OF SEC 9 A DIST OF 132 FT, THENCE BEAR N 00 DEG 00 MIN 07 SEC W A DIST OF 325.39 FT, THENCE BEAR N 89 DEG 59 MIN 53 SEC E TO THE INTERSECTION WITH AFORESAID LINE E LINE OF SEC 9 A DIST OF 132.01 FT, THENCE CONT N 89 DEG 59 MIN 53 SEC E DIST OF 448.33 FT, THENCE BEAR S 00 DEG 00 MIN 07 SEC E TO THE INTERSECTION WITH THE S LINE OF SEC 10 A DIST OF 321.60 FT THENCE BEAR S 89 DEG 32 MIN 54 SEC W ALONG SAID S LINE OF SEC 10 A DIST OF 448.36 FT TO THE SW COR OF SEC 10 ALSO BEING SE COR OF SEC 9 & POB 9/10 37S 35E 4.32 ACRES Serving Florida Local Governments Since 1988 3 Staff Report Applicant's Name: OHCF Properties, LLC Site Plan Review Petition No. 17- 001 -TRC Parcel 4: Parcel ID: 2- 09- 37- 35 -0A00- 00010 -A000 UNPLATTED LANDS OF THE CITY COM AT SE COR OF SEC 9, BEAR N ON E LINE OF SEC 9 A DIST OF 324.12 FT TO S BDRY OF LAND DESC IN OR 207 -177, THENCE S 89 DEG 59 MIN 53 SEC W OF S BDRY OF SAID LAND DESC IN OR 207 -177 DIST OF 132.01 FT TO POB, THENCE CONT S 89 DEG 59 MIN 53 SEC W FORA DIST OF 219.66 FT TO THE E R/W OF SR 15 THENCE RUN S 00 DEG 00 MIN 07 SEC E ALONG THE E BDRY OF SR 15 FOR A DIST OF 236.12 FT THENCE RUN N 89 DEG 51 MIN 56 SEC E EIST OF 1 FT, THENCE RUN S 00 DEG 00 MIN 07 SEC E DIST OF 65 FT, THENCE RUN N 89 DEG 59 MIN 53 SEC E DIST OF 20 FT THENCE RUN S 00 DEG 00 MIN 07 SEC E A DIST OF 24.69 FT, THENCE RUN N 89 DEG 52 MIN 43 SEC E ALONG THE N BDRY OF SEC 9 FOR A DIST OF 198.66 FT TO THE W BDDRY OF THAT LAND DESC IN OR 390 PG 467, THENCE RUN N 00 DEG 00 MIN 07 SEC W ALONG W BDRY OF THAT LAND DESC IN OR 390 PG 467 FOR A DIST OF 325.39 FT TO POB 9 37S 35E 1.63 ACRES Serving Florida Local Governments Since 1988 4 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC GENERAL DESCRIPTION Based on information provided by the Applicant, the existing facility has approximately 81,127 square feet. The Applicant previously received approval in 2015 of a site plan for the "East Expansion" of the nursing home facility, including the two easternmost parcels which were annexed into the City to facilitate the expansion. That approval also included the two 5,000- square foot maintenance buildings to be located on Parcel 1 in Phases 2 and 3. The overall site plan now includes a 7,200- square foot maintenance building on Parcel 1, and a 16,000 - square foot building on Parcel 2 associated with 18 additional beds and nursing and doctors' office space, expanding the nursing home facility to 180 beds. The new site plan is proposed to include a 15,000- square foot, 18 -bed "West Expansion" increasing capacity to 198 beds. The site plan also includes a 7,200- square foot laundry building and a 2,600- square foot building devoted to expanded kitchen facilities. There are 71 parking spaces around the existing nursing home facility. Another 74 spaces were recently approved on the lot immediately west of the existing facility. This parking lot also includes the addition of a trash compactor that will handle all of garbage generated by the facility. The existing garbage dumpsters will be removed. The City of Okeechobee requires one parking space for every four beds and one space for every employee at peak shift. The proposed expansion will increase the number of beds to 198 in the nursing home. There will be 94 employees at peak shift, requiring 144 parking spaces onsite. There are currently 16 existing parking spaces on Parcel 3 and 128 more planned for Parcels 1 and 2. There will be 10 handicapped parking spaces around the facility, exceeding the ADA requirement of six spaces for a 150 -space parking facility. The total area of the four parcels comprising the site is 10.95 acres. The total building area of structures associated with the proposed new development is 2.58 acres, resulting in a lot coverage of 23.6 %. Of the total acreage, this submittal is for a drainage area of 8.81 acres of which 5.44 acres is impervious or 61.7% appreciably less than the maximum 85% allowable. The applicant is planning to use the existing access to the site from the west which was previously expanded through FDOT to a 16 -foot wide entrance lane and a 12 -foot wide exit lane. 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. 5 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC Future Land Use Zoning District Use of Property Land Area Existing Commercial CHV Parcel 1: Vacant Parcel 2: Vacant Parcel 3: Existing nursing home Parcel 4: Parking lot and paving 10.95 acres Proposed Commercial CHV Parcel 1: One 7,200- square foot building and two 5,000- square foot maintenance buildings and asso- ciated parking to be built as the need arises in Phases 2nd 3 , Parcel 2: A 7,200- square foot laundry facility in Phase 1; and a 16,000- square foot building and associated parking in Phase 2 Parcel 3. 2,600 square foot expansion of the kitchen facility in Phase 2. Parcel 4: The west expansion consisting of a 15,000- square foot, 18 -bed facility and associated parking in Phase 1. 10.95 acres ADJACENT FLUM CLASSIFICATIONS, ZONING, AND EXISTING LAND USE North: East: West: Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use: Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification Zoning District: Existing Land Use: * CCMU = Commercial Corridor Mixed Use County: CCMU* & URMU ** and Agricultural & URMU RG and Agricultural Hospital and vacant land County: Agricultural Agricultural Vacant land Commercial and Single- Family CHV, H, and RSF1 Vacant land County: County CCMU County: Commercial Sunshine State Surgical Center * *URMU = Urban Residential Mixed Use Serving Florida Local Governments Since 1988 6 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC ADEQUACY OF PUBLIC FACILITIES POTABLE WATER AND SANITARY SEWER: The Applicant has previously provided, as part of the previously approved Small Scale Development Plan Amendment, letters from the Okeechobee Utility Authority (OUA) documenting that the Authority has adequate capacity and facilities to provide for the volume of potable water and waste water treatment and disposal expected to be generated by the proposed expansion. SOLID WASTE DISPOSAL: On several occasions the County has confirmed a considerable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It appears reasonable that the volume of solid waste associated with a development of this size can also be accommodated within the capacity of the County's Solid Waste Facility. DRAINAGE: The Applicant has submitted, as part of the Application submittal, an Engineer's Report for the West Wing Expansion prepared by Steven L. Dobbs Engineering, LLC which addresses drainage and other engineering aspects of the proposed project. TRAFFIC GENERATION AND ACCESS CONSIDERATIONS: TRAFFIC GENERATION: The traffic generation factor for a nursing home cited in the ITE 8th Edition of Traffic Generation is 0.22 trips per bed in the PM "peak hour ". This translates to an additional four trips during the PM Peak Hour for the 18 new beds being added in the planned expansion. It is safe to say that this increase in traffic will have no effect on] the level of service on US 441. Since the proposed new laundry and maintenance facility buildings and expansion of the kitchen facilities are intended to accommodate activities currently being conducted in the main building or elsewhere, no additional traffic is expected to result when these buildings are constructed in the future. However, when the laundry and maintenance activities are transferred to the new facilities, should any space devoted to these activities in the existing facility be used for other purposes (e.g. additional beds, medical offices, or out - patient services) such changes will need Special Exception and /or site plan approval at that time, as they may increase the intensity of the use. Serving Florida Local Governments Since 1988 7 Staff Report Applicant's Name: OHCF Properties, LLC Site Plan Review Petition No. 17- 001 -TRC The current proposal also includes a 16,000 square -foot building on Parcel 2 to accommodate the 18 -bed "East Expansion" and a 2,600 - square foot expansion of the kitchen facilities on Parcel 3, all to be constructed in Phase 2. Traffic associated with the expansion of the kitchen facilities is included in the traffic generation factor for a nursing home. Kitchen employees are included in the Applicant's projected employment numbers and parking needs. However, if the 16,000 - square foot building should be intended for medical office space for doctors or other medical staff involved in activities other than those directly associated with the 18 additional nursing home beds, the site plan may need to be revisited to address traffic generation and parking needs. ACCESS AND EGRESS: The applicant will continue to use the existing 20 -foot wide private driveway to access the site from the west. This access way has been improved with a safety upgrade approved by FDOT expanding the facility to accommodate a 16 -foot wide and a 12- foot wide exit lane. Comparison of Proposal with Dimensional Standards, CHV Zoning Regulation Required Provided Min. Parcel Size & Width [ §90- 285(1)] Area: 6,250 sf Width: 50' 10.95 acres 300' Min. FY Yard Setback [§90-285(2)a] 20'; 10' to parking and driveway Parcel 1:21' Parcel 2: NA Parcel 3: NA Parcel 4: 225' Min. SY Yard Setback [ §90- 285(2)a] Multiple principal buildings on a lot [ §90 -450] 8'; 20' abutting a residential zoning district. 16' separation between buildings (2' x 8') Parcel 1: North SY, 52; South SY, NA Parcel 2: North SY, NA; South SY, 60' Parcel 3: North SY, 35'; South SY, 63' Parcel 4: North SY, 30'; South SY, 35' Parcel 1: 15' separation between two 5,000 sf buildings. Parcel 2: 15' separation between two 7,200 sf and 16,000 sf buildings. Parcel 3: 31' separation between existing building and new 7,200 sf building on Parcel 2. Parcel 4: 61' separation between new building and existing building on Parcel 3 Servin Florida Local Governments Since 1988 8 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC Regulation Required Provided Min. RY Yard Setback [§90- 285(2)a] 10'; 20' abutting a residential zoning district. Parcel 1: 130' Parcel 2: 72' Parcel 3: 'NA Parcel 4: NA, but separation from nearest building is about 65' Max. Lot Coverage [ §90- 285(3)a] 50% 23.6% Max. Impervious Surface [ §90- 285(3)] 85% 61.7% Max. Height [ §90- 285(4)a] 45' Less than 45' Off- Off- street [ §90- 512(2)] 1 space /bed and 1 space per employee during peak employment period. 198 beds require 50 spaces. Peak employment of 94 requires 94 spaces. Total required = 144 spaces, at least 6 of which must be handicapped spaces. Minimum parking space size: 9' x 20'; handicapped spaces must be 12' x 20' with a 5 -foot wide handicap aisle. The site plan shows the distribution of parking spaces as follows: Parcel 1: 9 in PH 1 56 in PH 2 Parcel 2: 34 in PH1 31 in PH2 Parcel 3: 15 existing (incl. 2 HCP) 4 HCP in PH 1 Parcel 4: 87 Existing 5 in PH 1 (incl. 2 HCP) 241 total spaces planned in all phases, of which 8 are HCP spaces. However, no handicapped spaces are proposed for Parcels 1 or 2. All standard spaces are 9' x 20' and all handicapped spaces are at least 12' x 20' with an adjacent 5' aisle. Off - street Loading [§90- 513(2)] One for 20 — 50 beds, plus one for each additional 50 beds, With 198 beds, 4 loading zones are required. Three loading zones are shown on the site plan: one next to the 7,200 - square foot laundry building on Parcel 2 in Phase 1; and two on Parcel 1 on the east and west sides of the two 5,000 - square foot maintenance build - ings on Parcel 1 in future Phases 2 or 3. A fourth loading zone must be shown on the site plan. ,4% Serving Florida Local Governments Since 1988 9 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC Regulation Required Provided Minimum Driveway Width [ §90- 511(d)(2)]) 24' for spaces @ 75° 90° 20' for spaces @60° but <75° 16' for any other angled parking All drive and parking aisles adjacent to 90° parking are 24' wide as required, except for the 20 -foot wide parking aisle providing access to and from the four new handicapped spaces shown for Phase 1 on Parcel 3. All other interior drives are 24' wide. Minimum Landscaping [§ 90 -532] 1 tree and 3 shrubs /3,000 sf of lot area. Expansion area encompasses 7.72 acres. 336,283 sf _ 3,000 = 112 trees and336 shrubs 112 trees and 336 shrubs shown on landscape plan. Landscaping for parking and Vehicular use areas [§ 90 -533] 18 sf of landscaping required for each required parking space. The Applicant notes there are 16 existing parking spaces, and 128 are shown on Parcels 1 & 2. Therefore, 2,304 sf of landscaped space are required (18 x 128= 2.304) One 5' x 15' landscaped island for every 10 parking spaces, with 1 tree in each island. 128 spaces require 13 landscaped islands. One tree required for each 72 sf of required landscaped area = 32 trees The Applicant has not indicated the square footage of landscaping associated with the parking areas in Parcels 1 and 2. While we have not been supplied with a landscape plan suitable for scaling, square footage of landscaped area appears to be more than adequate There are 16 landscaped islands, all of which are at least the minimum required dimensions and have one tree each. 42 trees are provided in or adjacent to the parking areas associated with the proposed new buildings and the driveways serving the expansion. Serving Florida Local Governments Since 1988 10 A photometric lighting plan has not been provided in conformance Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC Regulation Required Provided 10' buffer along street frontages (less driveways) No street front buffers required. 2 feet along interior property lines, @ 1 tree and 3 shrubs required for each 300 sf of landscaped buffer area: Applicant estimates about Landscaped buffer area and number 2,436 linear feet along non- of trees exceeds the minimums roadway property lines = required. While the number of Landscape buffer 49,E 72 square feet of shrubs along the perimeter buffers areas andscaped buffer area does not appear to meet the 51 [Sec. 90 -534] acquiring 17 trees and 51 required, the Applicant has stated shrubs that the area in the northwest corner of Parcel will be a quiet, natural area for nursing home residents and will incorporate additional shrubbery in the later stage of the development. Trees may be clustered but must not exceed 50 feet on center for buffers abutting a street. Not applicable. Other Requirements and Considerations Sidewalks: Not applicable Lighting Pi:.; n: with §78- 71(A)(5). u ,,pster Location: A new trash compactor is to be located in the southwest corner of the new parking lot at the west end of the property. This compactor will replace the existing dumpsters and will handle all the facilities' garbage. Serving Florida Local Governments Since 1988 11 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC Recommendation Based on the foregoing analyses, Staff recommends approval of the site plan provided the following deficiencies and stipulations are addressed: 1. The separation between the two 5,000 sf maintenance buildings on Parcel 1 is increased from 15 feet to 16 feet. 2. The separation between the 7,200 sf and 16,000 sf buildings on Parcel 2 is increased from 15 feet to 16 feet. 3. The parking aisle serving the four handicap parking spaces proposed for Phase 1 on the north side of Parcel 3 is increased from 20 feet to the required 24 feet. 4. While the number of handicapped spaces is adequate, at least one handicap parking space should be provided to serve nursing home clients or employees at facilities in Parcels 1 and 2. 5. A fourth loading zone is shown on the site plan. 6. A lighting plan meeting the requirements of Sec. 78- 71(A)(5) is submitted. Submitted by: Wm. F. Brisson, AICP Planning Consultant April 12, 2017 TRC Hearing date: April 20, 2017 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs Serving Florida Local Governments Since 1988 12 County CCMU & URMU A 1 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17-001-TRC --------, Count = EF1E111 CCMU JCounty: 00 \4 Li FUTURE LAND USE Subject Sit e and Environs LL 11,74. .. TH CONPREUENSINE PLAN LAND USE SNGLE - FAMILY 11111 JLT - FAMILY ME CC:4,4,1ER CiAL DtR4L PJBL FACLITIE. RES1DENTAL MAED J$E County: Agriculture & URMU Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17-001-TRC ZONING SuNect Ste ,-Ind Environs OHCF Propel:ties, LLC Citv of OkeeCh,obee ANN LI( oSe Amerldnle;11: Surrounding Property Owners Zoning exhibit ZONING 1 Serving Florida Local Governments Since 1988 14 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17- 001 -TRC / ERDAL PHOTOGRAPH SHOWING EXISTING LAND USES Serving Florida Local Governments Since 1988 15