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2017-06-15CALL TO ORDER — Chairperson. MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, JUNE 15, 2017, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 The June 15, 2017, Technical Review Committee (TRC) meeting was called to order at 10:04 a.m. by Building Official Newell. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Marcos Montes De Oca — Absent with consent 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 — Absent OUA Executive Director John Hayford — Present School District Representative — Absent Committee Secretary Patty Burnette — Present (Jackie Dunham, General Services Secretary in attendance as well) III. AGENDA — Chairperson. Building Official Newell 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. Public Works Director Allen moved to dispense with the reading and approve the Minutes for the regular meeting held April 20, 2017; seconded by Fire Chief Smith. Motion carried unanimously. V. NEW BUSINESS —Secretary. A. Site Plan Review Application No. 17 -001 -TRC, Second Review, Phases One and Two, expansion to an existing nursing home facility located at 1646 Highway 441 North, Okeechobee, FL — Senior Planner. Application No. 17 -001 -TRC was first presented at the April 20, 2017, meeting. The action taken was to have the applicant resubmit revisions and additional documentation required. Planning Staff Report: The Okeechobee Health Care Facility is located on 10.95 vacant acres. To the North is Raulerson Hospital, to the East is Taylor Creek, to the South is Northeast 14th Street and to the West is Highway 441 North, (North Parrott Avenue), along with Sunshine State Surgical Center. The existing facilities encompass approximately 81,127 square feet to operate a 180 -bed TRC - June 15, 2017 - Page 1 of V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 17 -001 -TRC, Second Review, continued. Planning Staff Report continued: 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 removing the existing garbage dumpsters; a 7,200 square foot laundry facility and loading dock; and a 42,562 square foot dry retention area. Phase Two will now consist of expanding the kitchen by 2,600 square feet and adding two 5,000 square foot and one 7,200 square foot maintenance buildings. The proposed 16,000 square foot "East -Expansion" facility was removed, which reduced the lot coverage and the overall impervious surface coverage. 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 supplied an engineer's report addressing drainage and other aspects of the proposed project, no sidewalks are required. Planning Staff noted during the first TRC review, one of the stipulations was to submit a traffic impact analysis for the entire project including documentation on the current traffic levels being experienced by the existing nursing home facility as well as the projected traffic for all development envisioned for the project at buildout. The Applicant's representative has submitted only a cursory analysis using the Institute of Transportation Engineers (ITE) Traffic Generation Manual estimates for the "West -Expansion". In addition, he has stated since the "East -Expansion" was removed and the residual peak traffic impact for the nursing home at buildout is 44 trips, this is less than required for a full traffic study. Mr. Brisson stated ITE generation rates are only estimates based on some studies of other nursing homes. When there is an existing facility that is being expanded, traffic projections are best based upon the actual operation of the existing facility. The Applicant was to provide counts of vehicular traffic entering and exiting the site during the peak hours of operation of the facility as it exists now, thereby providing a basis for estimating the likely traffic generation for future expansions. The removal of the "East -Expansion" does not justify varying from the TRC's stipulation. It is clear that sometime in the future Parcel two, (refer to April 20, 2017 Minutes), will be put to more productive use and information should be provided that can be used in assessing potential traffic levels. The comparison of proposed and required dimensional standards found that all areas are adequate with the exception of one that was highlighted and listed as follows: 216 total parking spaces are planned for both phases of which nine are handicap spaces. However, at least one handicap space is to be provided for the maintenance building facilities. The following comments received by Secretary Burnette from Administrator Montes De Oca were read into the record by Building Official Newell. "Potential existing traffic and patterns shall be identified. Although the building was removed from the plans, the existing and potential traffic numbers should be noted and presented as per recommendation by Planner. I do not have additional comments and would be in support of the approval pending the above". TRC - June 15, 2017 - Page 2 of 3 V. NEW BUSINESS CONTINUED. A. Site Plan Review Application No. 17 -001 -TRC, Second Review, continued. County Environmental Health Department: No issues were received. OUA: Director Hayford commented all his requests have been satisfied and all easements issues have been handled. Public Works: Public Works Director Allen commented he still has concerns with the traffic study not being provided as we do not have a clear understanding of the actual traffic levels for the current and future uses. Police Department: Police Chief Peterson commented his Department researched and found no traffic accidents and no current issues at the proposed location. Building Official: No additional comments. Fire Department: Fire Chief Smith commented all his requests have been satisfied. Building Official Newell asked whether there were any comments or questions from those in attendance. Mr. Wendell Hall, P.A. with Bhide & Hall Architects, was in attendance. Mr. Newell commented the City has not received any building permits for the foundation as of yet. Mr. Hall responded he was working on submitting for that soon. Building Official Newell 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. The Building Official requested the action to be made in two separate motions. One regarding the approval or denial of the application without a traffic impact analysis and the other for the actual expansion. A motion and a second was offered by Police Chief Peterson and Fire Chief Smith to approve Site Plan Review Application No. 17 -001 -TRC, Second Review, Phase One only without a formal traffic impact analysis and to use the data presented until Phase Two of the project at which time a formal analysis would be required. Motion carried unanimously. A motion and a second was offered by Fire Chief Smith and Public Works Director Allen to approve Site Plan Review Application No. 17 -001 -TRC, Second Review, Phase One only for the expansion to an existing nursing home facility located at 1646 Highway 441 North, Okeechobee, FL. Motion carried unanimously. VI. ADJOURNMENT— Chairperson. There being no further items on the Agenda, Building Official Newell adjourned the Technical Review Committee meeting at 10:28 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 Mon s De Oca, Chair erson Patty M. Burnette, Secretary TRC - June 15, 2017 - Page 3 of 3 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. 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 813 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 lk 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. Planninq 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. ATTEST: Marcos Montes De Oca, Chairperson Patty M. Burnette, Secretary TRC - April 20, 2017 - Page 4 of 4 CITY OF OKEECHOBEE JUNE 159 2017 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I0 , (;4.t I. CALL TO ORDER -Chairperson: June 15, 2017 Technical Review Committee Meeting,4010�0a.m. Il. STAFF ATTENDANCE -Secretary Present Absent Administrator Montes De Oca Building Official Newell Chief Peterson Chief Smith Engineer Public Works Director Allen cr?"FcH- ✓ Position vacant at this time Non -Voting Ex -Officio Members: Attorney Cook County Health Department OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette n n f .. r% . .rt. n 1 ✓ III. AGENDA— Chairperson. !:e.CA t f �;(�, � �'� � � "� m c. a.( A. Requests for the deferral or withdrawal of items on today's agenda. Ione PeYi 1 Oo n k° fefkll.Q, IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Minutes for the regular meeting of january-19-,-2G7. A If rl moved to dispense with the reading and approve the Minutes for the regular meeting of April 20, 2017; seconded by S►vl 4 k - VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca ✓ Newell Peterson Smith M9FS NIEDV. NChairperson. A. Site Plan Review Application No. 17 -001 -TRC, Second Review, Phases One and Two, expansion to an existing nursing home facility located at 1646 Hwy 441 North, Okeechobee, FL - Senior Planner. 1. Review Planning Staff Report. Kaci M W eons ef4s i (A reeUieU bduglMe(oy 0owments Inf-D reeofek- -F� J) t -- 5S+a f- F Re PDi+ � v �� {- b Ici — w ; t be de V,? loped � n 4-h -Fu f� re—, /r1O✓�.l 6f%, Sho,,(,4 S t7 l ha UC- cho^S �Q 1n �o 44ardj c q Spo u v SkOwXI n rt00ry eM CL ' QPProra� ! v adv�S�r on 6� P"0- a--raf'FiC �LYS1'S y � acce pf -fz>r PhcsP f ate+ Phase a WOU ece nc'e(t 2 V. NEW BUSINESS - continued. A. Site Plan Review Application No. 17 -001 -TRC continued. 6fP✓2 i�oabs -J-oxmxh,Y, pamrn -, I D1n a If V -es Way . Tra "c f A-na-Iy � is aartressr f)g P�ase I RQ(b— SAfrsFiec� kA.t eern►ncnfs -`Fre rye � clear h aH'ccCLWr 5- e ✓10 �rr�nf Issues rcc eeLrcKM CL,i(-F,s-x.'O. - vh n rc— _ Z,�,a V t Pav, cCr i 3 V. NEW BUSINESS • continued. A. Site Plan Review Application No. 17 -001 -TRC continued. 2. City Staff comments. V. NEW BUSINESS • continued. A. Site Plan Review Application No. 17 -001 -TRC continued. 3. Hear from Property owner or Designee/Agent — Steven L. Dobbs. mairj-,Pn(tncE h01S k)60 -1d. iic he I1 606 S 4-t h1,41 fcMOV4t4 — r-�O-Lrfto Ph is (twai ��vo �` ru FP 11bPhase l f o corn s V. 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. Onde (f — f -�rx.nl� a-� i�'t f�Q:rnu-.+ — �v o/►� i ►'1 � c7'1 t � a- 5. Disclosure of Ex -Parte Communications by the Committee. 116 -rum.,., 6. a) Consideration of a motion to approve or deny the Application with/without special conditions. Motion and a second offered by and to approve or deny Site Plan Review Application No. 17 -001 -TRC, Second Review, Phases One and Two, expansion to an existing nursing home facility located at 1646 Hwy 441 North, Okeechobee, FL, with the following conditions: S�'6 F r r_> )(V 0a* Pe Fe rso tb p i� �D'�� oma. -F�rn �'rc'c &srs . Tv �_ �1~� !- d. S �resenl-ed. vn-6 f Pnc�..Ne b --Y,4 �[I In--�a✓�f Swu: k p h a -tee_ I tsh L-A Nten 6 V. NEW BUSINESS • continued. A. Site Plan Review Application No. 17 -001 -TRC continued. b) Discussion. N6yi,eVi"u.�� c) Vote on motion. VOTE YEA NAY ABSTAIN ABSENT Allen Montes De Oca Newell Peterson Smith APPROVED I DENIED VI. ADJOURNMENT — Chairperson. There being no further items on the agenda, Cham§on Meeting at Wig,_ a.m. SYVI►.L-+h P-2ff'su--n AA t ki —( -u0 adjourned the Technical Review Committee Dead �nf� �I� work, Patty Burnette From- Marcos Montes De Oca Sent: Tuesday, June 13, 2017 5:01 PM To: Patty Burnette Cc: Bill Brisson <bill@Iarueplanning.com> (bill@larueplanning.com) Subject: TRC Comments - MARCOS Patty/ Bim I wanted to forward my one comment, which I feel echoes our discussion. - Potential existing traffic and patterns shall be identified. Although the building was removed from the plans the existing and potential traffic numbers should be noted and presented as per recommendation by planner. I do not have additional comments and would be in support of the approval pending the above Marcos Marcos Montes De Oca, P.E. City Administrator C-Hv_ build 0j) be P4- City of Okeechobee 55 SE P Avenue Okeechobee, FL 34974 (863) 763-3372 ext: 212 Cell: (863) 801-0177 fax: (863) 763-1686 E -Mail: mmontesdeoca@citvofokeechobee.com �� -} �-, , (-poor([ vV I�1'��? �►o �l � b cu -(d_ � perrni-fs nc�+ rePPv�ed 0 y ova nda--� /I , �hn3 rrQ —1h is I )as �cSCUSm ��sl�-cc�v fyi50 I n M&y . "NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing." Patty Burnette From: McCoy, Douglas L <Douglas.McCoy@flhealth.gov> Sent: Monday, June 12, 2017 3:06 PM To: Patty Burnette Cc: Faconti, Victor A; Koerner, David J Subject: TRC 6/15 I reviewed the package with Tony Figeroa-Vivendez and we agreed that since the facilikI I@ go NOWd sewer that the health department wIlIMbly not be represented for this meed, 0-- Z. r ( V Douglas L. McCoy, RS Environmental Specialist II Florida Department of Health; Okeechobee County 1728 NW 91h Ave Okeechobee, FL 34972 Ph: (863) 462-5811 Cell: (863) 634-4482 1 i has n o Comrnen�-s S�nc�� PREPARED BY DATE PROJECT ACTION NOTES 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PROJECT PLANNING NOTES phda1 (1 r ► 2 S- 1 © 5 000 0o �r IL CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA JUNE 15, 2017 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 CALL TO ORDER JUNE 15, 2017, 10:00 a.m. - Chairperson. STAFF ATTENDANCE - Secretary. Voting Members. David Allen, Public Works Director Marcos Montes De Oca, City Administrator Jeffery Newell, Building Official Bob Peterson, Police Chief Herb Smith, Fire Chief Non -Voting Ex -Officio Members: Bill Brisson, Senior Planner, LaRue Planning and Management John Cook, City Attorney John Hayford, Okeechobee Utility Authority Okeechobee County Health Department Representative School Representative Patty Burnette, Secretary III. AGENDA - Chairperson. A. Requests for the addition, deferral or withdrawal of items on today's agenda. IV. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Minutes for the regular meeting of April 20, 2017. V. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 17 -001 -TRC, Second Review, Phases One and Two, expansion to an existing nursing home facility located at 1646 Hwy 441 North, Okeechobee, FL. - Senior Planner. 1. Review Planning Staff Report. 2. City Staff comments. 3. Hear from Property Owner or Designee/Agent - Steven L. Dobbs. 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. a) Consideration of a motion to approve or deny Application with/without special conditions. b) Discussion. c) Vote on motion. VI. ADJOURNMENT - Chairperson. 'Per Resolution No. 1997-05 Officials must disclose any communication received including the identity of the person, group, or entity; written communication may be read if not received by all Board Members; disclose any site visits made; 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 a reasonable opportunity to refute or respond. Please be advised that should you intend to show any document, picture, video or items to the Board in support or opposition to any item on the Agenda; a copy of the document, picture, video or item MUST be provided to the Board Secretary for the City's records. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and that the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department, no later than two business days prior to the proceeding, 863-763-3372. NEWSMEDIA INC. USA STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Fl�ida, that the attached copy of advertisement being a I cl_bk Lt- '`11 in the matter of 'j (_L o-� itca JR;_ ✓cZw Cc tiUZLU in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of C -i ( C) O Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Katrina Elsken Swornto a d subscribed before me this c7 day of 7 AD Notary Public State of Florida at Large Okeechobee News 107 SW 17th Street, Suite D PUBLIC NOTICE TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN that the City of Okeechobee Technical Re- view Committee (TRC) will conduct a regular meeting on4hu, Tun15, 2017, at 10 AM, or as soon thereafter as possible, at City Hall, 55 SiE 3rd Ave, Rm 200, Okeechobee, FL. The public is invited and encouraged to at- tend. The agenda may be obtained from Cityofokeechobee.Com or by calling the General Services Office, 863-763-3372 ext. 9820. ANY PERSON DECIDING TO APPEAL any decision made by the TRC with respect [o an matter considered at this meeting will need to ensure a verbatim record ofythe proceeding Is made and the record includes the testi- mony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act(ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department no later than two business days prior to proceeding, 863-763-3372 ext. 9820. BE ADVISED that should you Intend to show any document, picture, video or items to the TRC in su port or opposition to any item on the agenda, a copy of the document, picture, video, or Rem MUST be provided to the Committee Secretary for the City' records. Marcos Montes De Oca v o "•. ?o`.'p ••�:+;� : /1NGIE BRIDGES My COMMISSION # FF 976149 EXF'IRES:Apdf20,2020 Bonded Thru Notary Public Undewiters Okeechobee News 107 SW 17th Street, Suite D PUBLIC NOTICE TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN that the City of Okeechobee Technical Re- view Committee (TRC) will conduct a regular meeting on4hu, Tun15, 2017, at 10 AM, or as soon thereafter as possible, at City Hall, 55 SiE 3rd Ave, Rm 200, Okeechobee, FL. The public is invited and encouraged to at- tend. The agenda may be obtained from Cityofokeechobee.Com or by calling the General Services Office, 863-763-3372 ext. 9820. ANY PERSON DECIDING TO APPEAL any decision made by the TRC with respect [o an matter considered at this meeting will need to ensure a verbatim record ofythe proceeding Is made and the record includes the testi- mony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act(ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department no later than two business days prior to proceeding, 863-763-3372 ext. 9820. BE ADVISED that should you Intend to show any document, picture, video or items to the TRC in su port or opposition to any item on the agenda, a copy of the document, picture, video, or Rem MUST be provided to the Committee Secretary for the City' records. Marcos Montes De Oca Staff Report Site Plan Review Prepared for., The City of Okeechobee Applicant. OHCF Properties, LLC; Nursing Home Expansion Petition No.., 17 -001 -TRC, Rev. for 2nd TRC Meeting 6/15/17 ue Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC !GENERAL INFORMATION Owner OHCF Properties, LLC Owner Address P.O. Box 759 Okeechobee, FL 34973 Applicant Faye Haverlock Applicant Address s; � Jif q I Site Address 1646 Highway 441 N. Okeechobee, FL 34974 Contact Person Steven L. Dobbs (Engineering Consultant) Contact Phone Number (863) 824-7644 Email Address sdobbs@stevedobbsengineering.com LaRue � P�agnLng D eisi _ __� --• � Jif q I ti i i PARCEL 1 LJFFIS 111 PARCEL? PARCELS .._., pr r i i•/ F 126 Survey Data tY LaRue � P�agnLng 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-OA00-00001-0000 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 000 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-OA00-00001-13000 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 890 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; 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; LaKuc 2 poggiing Staff Report Site Plan Review Applicant's Name. OHCF Properties, LLC Petition No. 17 -001 -TRC 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-OA00-00010-0000 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 Parcel 4: Parcel ID: 2-09-37-35-OA00-00010-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 La Ruq 3 a n9 Staff Report Site Plan Review GENERAL DESCRIPTION Applicant's Name. OHCF Properties, LLC Petition No. 17 -001 -TRC 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 _ ? I Per the May 18th transmittal letter, 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. Wh&+A m- At d- 5600 `f 7200.5' ry turd The west parking lot on Parcel 4 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 Qkeechobee 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 123 employees at peak shift, requiring 173 parking spaces onsite. There will be 9 handicapped parking spaces around the facility, exceeding the ADA requirement of seven spaces for a 173 -space parking facility. The total area of the four parcels comprising the sitithe s 10.95 acres. With the proposed deletion of the 16,000 square -foot building on Parcel total building area of structures associated with the proposed new development is 2.21 acres, resulting in a lot coverage of 20.2%. Of the total acreage, this submittal is for a drainage area of 8.81 acres of which 5.07 acres is impervious or 57.5% 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. L*— 4 planning Staff Report Site Plan Review Future Land Use Zoning District Use of Property Land Area Applicant's Name. OHCF Properties, LLC Petition No. 17 -001 -TRC Existing Proposed Commercial Commercial CHV CHV Parcel 1: Vacant Parcel 1: One 7,200 -square foot Future Land Use Map Classification building and two 5,000 -square foot East: Zoning District maintenance buildings and asso- Existing Land Use: ciated parking to be built as the Future Land Use Map Classification need arises in Phases 2 and 3. Parcel 2: Vacant Parcel 2: A 7,200- square foot Existing Land Use laundry facility in Phase 1 and Future Land Use Map Classification additional parking in Phase 2 Parcel 3: Existing nursing home Parcel 4: Parking lot and paving 10.95 acres 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 LaKuc 5 PtAnniiog County: CCMU* & URMU** and Future Land Use Map Classification North: Agricultural & URMU Zoning District RG and Agricultural Existing Land Use Hospital and vacant land Future Land Use Map Classification County: Agricultural East: Zoning District Agricultural Existing Land Use: Vacant land Future Land Use Map Classification Commercial and Single -Family South: Zoning District CHV, H, and RSF1 Existing Land Use Vacant land Future Land Use Map Classification County: CCMU West: Zoning District County: Commercial Existing Land Use Sunshine State Surgical Center * CCMU = Commercial Corridor Mixed Use ** URMU = Urban Residential Mixed Use LaKuc 5 PtAnniiog Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC 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 Engi- neer'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 The current proposal also includes a 2,600 -square foot expansion of the kitchen facilities on Parcel 3, all to be constructed in Phase 2. However, during the initial TRC review in April one of the stipulations included in the TRC decision to require resubmittal of the site plan was: "A traffic impact analysis for the entire prosect to include documentation on the current traffic levels being experienced by the existing nursing home facility as well as the proiected traffic for all development envisioned for the project at buildout." In an e-mail to me on May 181' the Applicant's representative stated "...we have removed the 16 000-sf building to the east and the residual peak traffic impact for the nursing home at buildout is 44 trips. Less than that would be required for a full-blown traffic study." The subsequent Okeechobee Nursing Home Traffic Statement submitted to the City provides only a cursory analysis using the ITE Traffic Generation Manual estimates for the addition of an 18 -bed nursing home. LaKue 6 p t1►1ilOg Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC The materials provided by the Applicant are not responsive to the TRC's stipulation provided above. The TRC required documentation on the actual traffic levels being experienced by the existing nursing home facility so that the City would have a clear understanding of how the existing facility is operating and the actual traffic generation characteristics of the nursing home and associated facilities. ITE generation rates are only estimates based on some studies of other nursing homes. When there is an existing facility that is being expanded, traffic projections are best based upon the actual operation of the existing facility. The idea behind the stipulation was that the Applicant would provide counts of vehicular traffic entering and exiting the site during the peak hours of operation of the facility as it now exists, thereby providing a basis for estimating the likely traffic generation of future expansions or other development of the site. The removal of the 16,000 -square foot building from the current proposal does not justify varying from the TRC's stipulation. ITE estimates do not provide "documentation on the current traffic levels being experienced by the existing nursing home". Furthermore, it is clear that Parcel 2 will, at some time in the future, be put to more productive use and information should be provided that can be used in assessing potential traffic levels in the future. 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. 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. L.KUe 7 pt—arming Staff Report Site Plan Review Applicant's Name. OHCF Properties, LLC Petition No. 17 -001 -TRC Regulation Required Provided Min. Parcel Size Area: 6,250 sf 10.95 acres & Width Width: 50' 300' [§90-285(l)] 1: 21' Min. FY YardParcel 20'; 10' to parking and Parcel 2: NA Setback driveway Parcel 3: NA [§90-285(2)a] Parcel 4: 225' Min. SY Yard 8'; 20' abutting a residential Parcel 1: North SY, 52; South SY, NA Setback zoning district. Parcel 2: North SY, NA; South SY, 60' [§90-285(2)a] Parcel 3: North SY, 35'; South SY, 63' Parcel 4: North SY, 30'; South SY, 35' Multiple principal 16' separation between Parcel 1: 16' separation between two buildings on a lot buildings 5,000 sf buildings. [§90-450] Parcel 2: No separation necessary until another building is shown in this location. 16,000 sf building has been removed. 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 Parcel 1: 130' Min. RY Yard 10'; 20' abutting a residential Parcel 2: 72' Setback zoning district. Parcel 3: 'NA [§90-285(2)a] Parcel 4: NA, but separation from nearest building is about 65' Max. Lot Coverage 50% 20.2% 1§90-285(3)a] Max. Impervious Surface 85% 57.5% [§90-285(3)] Max. Height 45' Less than 45' [§90-285(4)al LaRue. PiAgoilng Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC Regulation Required Provided 1 space/bed and 1 space per The site plan shows the distribution of employee during peak parking spaces as follows: employment period. Parcel 1: 56 in PH 2 (no HCP) 198 beds require 50 spaces. Peak employment of 123 Parcel 2: in PH1 1( HCP) requires another 123 14 in PH2 14 spaces, for a total of 173 Parcel 3: 19 (6 HCP) required parking spaces. Parcel 4: 87 Existing Off- street Parking 5 in PH 1 (incl. 2 HCP) [§90-512(2)] Total required = 173 spaces, 216 total spaces planned in all at least 7 of which must be phases, of which 9 are HCP spaces. handicapped spaces. However, no handicapped spaces are proposed for Parcel 1. Ultimately, at least one HCP space will be needed to serve Parcel 1. Minimum parking space size: All standard spaces are 9' x 20' and 9'x 20'; handicapped spaces all handicapped spaces are at least must be 12'x 20' with a 5- 12' x 20' with an adjacent 5' aisle. foot wide handicap aisle. Five loading zones are shown on the One for 20 — 50 beds, plus site plan: two on Parcel 1 on the east one for each additional 50 and west sides of the two 5,000 - Off -street Loading beds. square foot maintenance buildings; [§90-513(2)] With 198 beds, 4 loading one next to the 7,200 - square foot zones are required. laundry building on Parcel 2; one in Parcel 3 and one in Parcel 4. 24' for spaces @ 750 - 900 Minimum 20' for spaces @600 but All drives/parking aisles adjacent to Driveway Width <750 901 parking are 24' wide as required. [§90-511(d)(2)]) 16' for any other angled All other interior drives are 24' wide. parking Minimum 1 tree and 3 shrubs/3,000 sf Landscaping of lot area. Expansion area 112 trees and 336 shrubs shown on [§ 90-532] encompasses 7.72 acres. landscape plan. 336,283 sf - 3,000 = 112 trees and 336 shrubs i_.,K„, 9 planning Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC Regulation Required Provided 18 sf of landscaping required A landscape plan has been provided for each required parking and includes the required information. space. The 128 new, All requirements have been required, parking spaces are exceeded. shown on Parcels 1 & 2. Therefore, 2,304 sf of There are 16 landscaped islands, all Landscaping landscaped space are of which are at least the minimum for parking and required (18 x 128= 2.304) required dimensions and have one Vehicular use tree each. areas [§ 90-5331 One 5'x 15' landscaped 42 trees are provided in or adjacent to island for every 10 parking the parking areas associated with the spaces, with 1 tree in each proposed new buildings and the island. 128 spaces require driveways serving the expansion. 13 landscaped islands. One tree required for each 72 sf of required landscaped area = 32 trees 10' buffer along street No street front buffers required. frontages (less driveways) 2 feet along interior property Landscaped buffer area and number lines, @ 1 tree and 3 shrubs of trees and shrubs exceeds the required for each 300 sf of minimums required. While the number landscaped buffer areas of shrubs along the perimeter buffers does not appear to meet the 51 Applicant estimates about required, the Applicant has stated that Landscape buffer 2,436 linear feet along non- the area in the northwest corner of areas roadway property lines -_ Parcel 1 will be a quiet, natural area [Sec. 90-534] 4,872 square feet of for nursing home residents and will landscaped buffer area incorporate additional shrubbery in the requiring 17 trees and 51 later stage of the development. shrubs Trees may be clustered but Not applicable. must not exceed 50 feet on center for buffers abutting a street. LaKu= 10 pt-annIng Staff Report Site Plan Review Sidewalks: Not applicable Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC Lighting Plan: A photometric lighting plan has net been provided in conformance with §78- 71(A)(5). Dumpster 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. Recommendation Based on the foregoing analyses, we recommend approval of only Phase 1 of the proposed project. 1. As discussed in detail in the Traffic Generation and Access section beginning on page 6, the revised submission does not address the stipulation by the TRC requiring a traffic impact analysis, most particularly the requirement that the Applicant document the current traffic levels being experienced by the existing nursing home facility. The mere use of ITE traffic generation standards does not meet this requirement. Furthermore, I suggest that any comments by members of the TRC pertaining to Phase 2 components be considered advisory only and imply neither acknowledgement of the appropriateness of Phase 2 nor the future development potential of the vacant land on Parcel 2. When the property owner is prepared to move torward beyond Phase 1, a new site plan with all appropriate information for the entire property will need to be submitted for review by the TRC. 2. While the number of handicapped spaces is adequate, at least one handicap parking space should be provided when the Phase Two building phase comes before the TRC for review and approval. Submitted by: Wm. F. Brisson, AICP Planning Consultant Submitted: June 7, 2017 TRC Hearing date: June 15, 2017 Attachments: Future Land Use, Subject & Environs Zoning, Subject & Environs Existing Land Use, Subject & Environs LajZuc 11 pWnrliln9 Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC FUTURE LAND USE Subject Site and Environs ----]H County: County: County: CCMU &. URMU Agriculture Iq URMU CCMU C6 County: CCMU _- �i COMPREHENSNEPLAN LAND USE SINGLE - FAMILY - MULTI - FAMILY (',oMMERCIAL INDUSTRIAL PUBLIC FACILITIES (+� REsiDENTiALMIXED USE 12 ptanni.ng Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC ZONING Subject Site and Environs 0HCF Properties, LLC City of Okeechobee Future Land use Amendment Surrounding Property Owners Zoning exhibit ZONING L13"T 'MWeVIA. Q70- OWN -'tU-tzA'Q%AL D"KC: ,f � "OLD NIG 4LB - CL*LIC FAC IL-Mf!t -LM Wt.= UL :--! SiVir %I Q C{NTIA•4 uLnCAV).V PS: ICENTAL MOBLE -0%-- 13 planning Staff Report Site Plan Review Applicant's Name: OHCF Properties, LLC Petition No. 17 -001 -TRC AERIAL PHOTOGRAPH SHOWING EXISTING LAND USES ptInning 14 1 r"- �- -",- May 18, 2017 Mr. Marcos Montes De Oca, P. E. City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Subject: Okeechobee Nursing Home Traffic Statement Dear Marcos, Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation for the above referenced facility. The project will add 18 beds to the existing 180 beds at the facility. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (ITE) Trim Generation Manual (81 Edition). The results indicate the existing nursing home (ITE code 620) for the existing condition would generate 427 daily trips with 40 peak hour evening trips with 13 being in and 27 being out, the buildout use, would generate 469 daily trips with 44 peak PM trips with 14 being in and 29 being out. The additional daily peak trips of 4 with 1 being in and 3 being out will not impact the existing roadway structure. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering `*11111111111I�I Steven L. Dobbs, P. E.4tA", y�'yv , t_ D O ���e President CC: Faye Haverlock File Steven L ;, •: rt = MAY 18 21913 O 6' 4, 48134 F'.' •. ,. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com I Instructions: Enter Numbers into the "Exo"ted Units in the Corresponding Yellow Column Generation Rates from the 8th Edition ITE Trip Generation Not Available KSF': Units of 1.000 square feet Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occupied Room Expected Units Rate Weekday PM Peak % PM % PM (Independent Calculated PM Peak.., r.�sr:� Dnrinrl Aafo t.. r)"f riahtol flail. Tnns Trios - Total PM In PM Out Notes Daycare Center 565 KSF ----. 79.26 ------ 12.46 ... 47% --` --"--- 53%0 -------- . 0 NA NA Daycare Center 565 Students 4.48 0.82 47% 53% 0 0 NA NA Daycare Center 565 Employees 28.13 4,79 47% 53% 0 0 NA NA Cemetery 566 Employees 58.09 7.00 33% 67% 0 0 NA NA Prison 571 KSF NA 2,91 NA NA 0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only 1 Study Prison 571 Employees NA 0.23 28% 72% 0 0 NA NA Library 590 KSF 56.24 7.30 48% 52% 0 0 NA NA Library 590 Employees 52.52 5.40 47% 53%1 0 0 NA NA Lodge/Fratemal Organization 591 Members 0.29 0.03 NA NAJ 0 0 NA NA Caution- Only 1 Study. Lodge/Fratemal Organization 591 Employees 46.90 4.05 NA NA 0 0 NA NA Hospitai 610 KSF 16.50 1.14 42% 58% 0 0 NA NA Hospital 610 Beds 11.81 1.31 36% 64% 0 0 NA NA Hospital 610 Employees 5.20 0.33 31% 69% 0 0 NA NA Nursing Home 620 Nursing Home 620 Beds Employees 2.37 4.03 0.22 NA 33% 26% 67% 74% 180.0 427 0 40 NA 13 NA 27 NA Peak Hour is PM Peak Hour. Clinic 630 KSF 31.45 5.18 NA NA 0 0 NA NA Caution- Only 2 Studies. Clinic 630 Em to ees 7.75 1.23 41% 59% 0 0 NA NA General Office 710 (Equation) KSF Equation Equation 17% 83% 0 0 NA NA General Office 710 KSF 11.01 1.49 17% 83% 0 0 1 NA NA Corporate Headquarters 714 KSF 7.98 1.40 10% 90%1 0 0 NA NA Peak Hour is PM Peak Hour Corporate Headquarters 714 Employees 7.98 1.40 10% 90% 0 0 NA NA Peak Hour is PM Peak Hour Single Tenant Office Bldg 715 KSF 11.57 1.72 15% 85% 0 0NA NA Peak Hour is PM Peak Hour. Single Tenant Office Bldg 715 Employees 3.62 0.50 15% 85% 0 0 NA NA Peak Hour is PM Peak Hour Medical Dental Office 720 KSF 36.13 3.46 27% 731/. 0 0 NA NA Medical Dental Office 720 Employees 8.91 1.06 34% 66% 0 0 NA NA Government Office Building 730 KSF 68.93 1.21 31% 69% 0 0 NA NA Peak Hour is PM Peak Hour Caution- Only 1 Study Government Office Building 730 Employees 11 95 1.91 74% 26% 0 0 NA NA State Motor Vehicles Dept. 731 KSF' 166.02 17,09 NA NA 0 0 NA NA State Motor Vehicles Dept. 731 Employees 44.54 4,58 NA NA 0 0 NA NA US Post Office 732 KSF' 108.19 11.12 51% 49% 0 0 NA NA US Post Office 732 Employees 28.32 2.84 51% 49% 0 0 NA NA Gov. Office Complex 733 KSF 27,92 2.85 31% 69% 0 0 NA NA Caunon- Only 1 Study Gov. Office Complex 733 Employees 7.75 0.79 31% 69% 0 1 0 NA NA R&D Center 760 KSF' 8.11 1.07 15% 85% 0 0 NA NA Peak Hour is PM Peak Hour. R&D Center 760 Employees 2.77 0.41 10% 90% 0 0 NA NA Building Materials/Lumber 812 KSF 45.16 4.49 47% 53% 0 0 NA NA Building Matedals/Lumber 812Em loyees 32.12 2.77 51% 49% 0 0 NA NA Free -Standing Discount Superstore 813 KSF 53.13 4.61 49% 51% 0 0 NA NA Free -Standing Discount Store 815 KSF 57.24 5,00 50% 50% 0 0 NA NA Free -Standing Discount Store 815 Em loyees 28.84 3.48 50% 50% 0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47% 53% 0 0 NA NA Caution- Only 3 Studies Hardware/Paint Store 816 Employees 53.21 5.05 NA NA 0 0 NA NA Nursery (Garden Center) 817 KSF 36.08 3.80 NA NA 0 0 NA NA Nursery (Garden Center) 817 Employees 22.13 1.99 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF 39.00 5.17 NA NA 0 0 NA NA Nurse holesale 818 Employees 23.40 0.47 NA NA 0 0 1 NA NA Shopping Center 820 (Equation) KSF Equation Equation 49% 51% 0 0 NA NA Shopping Center 820 Rate KSF 42.94 3.37 49% 51% 0 0 NA NA Factory Outlet Center 823 KSF 26.59 2.29 47% 53% 0 0 NA NA Quality Restaurant 931 KSF' 89.95 7.49 67% 33% 0 0 NA NA Low Turnover - More than 1 hour Quality Restaurant 931 Seats 2.86 026 679/. 33% 0 0 NA NA High Turnover/Sit Down Rest 932 TSF 127 15 11.15 59% 41% 0 0 NA NA Big variation on Daily High Tumover/Sit Down Rest 932 Seats 4.83 0.41 57% 43% 0 0 NA NA Fast Food w/o Drive Thru 933 KSF 716.00 26.15 51 % 49%1 0 0 NA NA Fast Food w/o Drive Thru 933 Seats 42 12 2.13 -6 % 36 % 0 0 NA I NA ir.:- el- s4;. 0-41- F....rs +►,n A+h Frli+inn ITS: Trin %onL1r211'inn Rannit Enter Numbers into the "Expected Units" NA: Not Available KSFY Units of 1,000 square feet In the Corresponding Yellow Column DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Expected Units Rate Weekday PM Peak % PM % Pitt (independent Calculated PM Peak Description i ITE Code Units Daily Traffic Period Rate In Out variable) Dail Tris Trips - Total PM In PM Out Notes Daycare Center 565 KSf 79.26 12.46 47% 5:1 0 0 NA NA Daycare Center 565 Students 4.48 0.82 47% 53% 0 0 0 NA NA NA NA Daycare Center 565 Employees 28.13 4.79 47% 53% 0 NA Cemetery 566 Employees 58.09 7.00 33% 67%1 0 0 NA Prison 571 -F NA 2.91 NA NA 0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only 1 Study Prison 571 Employees NA 0,23 28% 72% 0 0 NA NA Library 590 KSF 56.24 7.30 48% 52% 0 0 NA NA Library 590 Employees 52.52 5.40 47% 53% 0 0MNA 0 NA NA NA Caution -On 1 Stud . Lod a/Fratemal organization 591 Members 0.29 0.03 NA NA NA Lod a/Fratemal Organization 591 Employees 46.90 4.05 NA NA 0 Hospital 610 KSF 16.50 1.14 42% 58% 0NAHospital 610 Beds 11.81 1.31 36% 64% 0 NA Hos ital 610 Em to ees 5.20 0.33 31% 69% 0 NA 29 Nursin Home 620 Beds 2.37 0.22 33% 67% 198.0 469 NA Peak Hour is PM Peak Hour. Nursin Home 620 Em to ees 4.03 NA 26% 74% 0 Clinic 630 KSF 31.45 5.18 NA NA 0 NA Caution- Only 2 Studies. Clinic 630 Em to ees 7.75 1.23 41% 59% 0 NA General Office 710 (Equation) KSF Equation Equation 17% 83% 0 NA General Office 710 KSF 11.01 1.49 17% 83%1 0 0 NA NA Corporate Headquarters 714 KSF 7.98 1.40 10%j 90% 0 0 NA NA Peak Hour is PM Peak Hour. Corporate Headquarters 714 Employees 7.98 1.40 10% 90% 0 0 NA NA Peak Hour is PM Peak Hour. Single Tenant Office Bldg 715 KSF 11.57 1.72 15%1 85% 0 0 1 NA NA Peak Hour is PM Peak Hour. Single Tenant Office Bldg 715Em to ees 3.62 0.50 15 % 85 % 0 0 NA NA Peak Hour is PM Peak Hour. medical Dental Office 720 KSF 36.13 3.46 27%1 73% 0 o 1 NA NA Medical Dental Office 720Em to ees 8.91 1.06 34% 66% 0 0 NA NA KSF 68.93 1.21 31% 69% 0 0 NA NA Peak Hour is PM Peak Hour. Caution- Only i Study. Govemment Office Building 730 0 NA NA Government Office Building 730 Employees 11.95 1.91 74% 26%1 0 State Motor Vehicles Dept. 731 KSF 166.02 17.09 NA NA 0 0 NA NA State Motor Vehicles Dept. 731 Emto ees 44.54 4.58 NA NA 0 0 NA NA US Post Office 732 KSF 108.19 11.12 51% 49% 0 0 NA NA US Post Office 732 Em to ass 28.32 2.84 51% 49% 0 0 NA NA Gov. Office Complex 733 KSF 27.92 2.85 31%1 69% 0 0 NA NA Caution- Only 1 Study. Gov. Office Complex 733 Employees 7.75 0.79 31% 69% 0 0 1 NA NA R&D Center 760 KSF 8.11 1.07 15% 85' 0 0 NA NA Peak Hour is PM Peak Hour. R&D Center 760 Employees 2.77 0.41 10% 90% 0 0 NA NA Building Matenals/Lumbef 812 KSF 45.16 4.49 47% 53% 0 0 NA NA Building Materials/Lumber 812 Emto ees 32.12 2.77 51% 49% 0 0 NA NA Free -Standing Discount Superstore 813 KSf 53.13 4.61 49% 51% 0 0 NA NA Free -Standing Discount Store 815 KSF 57.24 5.00 50% 50%5 0 0 NA NA Free -Standing Discount Store 815Em to ees 28.84 3.48 50% 50% 0 0 NA NA Hardware/Paint Store 816 KSF 51.29 4.84 47% 53% 0 0 NA NA Caution- Only 3 Studies Hardware/Paint Store 816 Em to ees 53.21 5.05 NA NA 0 0 NA NA Nursery (Garden Center) 817 KSF 36.06 3.80 NA NA 0 0 NA NA Nurse Garden Centel817 E loyeas 22.13 1.99 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF 39.00 5.17 NA NA 0 0 NA NA Nurse (Wholesale) 618 Em to ees 23.40 0.47 NA NA 0 0 NA NA Shopping Center 620 (Equation) KSF Equation Equation 49% 51% 0 0 NA NA Shopping Center 820 Rate KSF 42.94 3.37 49 % 51% 0 0 NA NA Factory Outlet Center 823 KSF 26.59 2.29 47 % 53% 0 0 NA NA KSF 89.95 7.49 671/6 33% 5.0 450 37 25 12 Low Turnover - More than 1 hour Quality Restaurant 931 0 0 NA NA Quality Restaurant 931 Seats 2.86 0.26 67% 33% 1 High Tumover/Sit Down Rest 932 KSF 127.15 11.15 59% 41% 0 0 NA NA Big variation on Daily High Tumover/Sit Down Rest 932 Seats 4.83 0.41 57% 43% 0 0 NA NA Fast Food Drive Thru 933 KSF 716.00 26.15 51% 49% 0 0 NA NA no Fast Food wlo Drive Thru 933 Seats 42.12 2.13 64 % 36 % 0 0 NA NA May 5, 2017 - Rev 2 Bhide & Hall Architects 1329-C Kingsley Avenue Orange Park, FL 32073 Attention: Mr. Wendell Hall Reference: Okeechobee Nursing Home - 18 Bed Addition Fire Sprinkler Flow Test and Water Supply Dear Mr. Hall: IVV,C Consulting Engineers I have reviewed the fire flow test data for this project and find the water flow and pressure acceptable. Review of the property with current buildings on site and anticipated additions and concluded that the existing water supply and pressure of the fire line to be adequate for both current and future fire protection needs. The available water supply and pressure is more than adequate without looping the system for fire protection for existing and future anticipated building additions. This project requires a minimun flow rate of 400 GPM at 20 PSIG at the sprinkler heads. This flow rate is made up of 150 GPM for the sprinkler head (.1 GPM for 1500 square feet) and 250 GPM for an outside hose stream, based on NFPA 13 light hazard classification. The water flow test data is as follows: • Date Tested - August 22, 2016 • Time - 10:44 through 10:51 • Static Pressure - 74 PSIG • Flow Pressure - 60 PSIG • Flow Rate - at 60 PSIG: 1200 GPM • Location - NE 13 St and 441 N See copy of actual flow recorded data attached. The existing fire line water flow and the residual pressure tested on 08-22-2016 is more than sufficient for the current and anticipated future fire protection needs for this site. No additional fire lines are required and no looped fire line system for site fire hydrants is needed. Please advise if additional analysis or data is required. Sincerely, M. V. U MINGS ENGINEERS, C. 5t Wayne C. Kelly, P.E. President M. V. Cummings Engineers, Inc., 6501 Arlington Expressway, Suite B-211, Jacksonville, Florida 32211 Phone (904) 724-0660 Fax (904) 724-3712 OKEECHOBEE UTILITY AUTHORITY FIRE HYDRANT FLOW TEST Date: k - — /�, Time: / U z/4 - Flow Test by Flow Hydrant Information: Location: OUA Map Sheet #: Manufacturer of Fire Hydrant: Fire Hydrant Size (in): Flow Nozzles Size (in): Flow Nozzle Coefficient: Flow Nozzles (Qty): Flow Pitot Reading (psi): Flow Pitot Reading (gpm): 44 vdl elr 4 c ) �� S /C90 L Pressure Hydrant Information: Location: _41E OUA Map Sheet #: Static Pressure Reading (psi): �%�/ �f I I Flow Pressure Reading (psi): COMMENTS: �jI LI ,i� ►►, � ;�II�►Il;; Iii ! � IIS I � ► � . coefficient A = 0.9 Coefficient 8 = 0.8 Coefriclent C = 0.7 May 15, 2017 City of Okeechobee 55 SE 3`d Avenue Okeechobee, FL 34974 Job No.: 2014-042 Subject: Okeechobee Health Care Facility East Expansion TRC RAI Dear Reviewer: On April 20, 2017 at the City TRC meeting, the following comments were raised about the project. The Comments raised during that meeting are in regular type with the response in italics. OUA-John Hayford: 1. Determine easement requirements. Easement requirements have been submitted to OUA and those documents are under review. 2. Plans to show both existing water and sewer mains on drawings. The existing water and sewer mains have been added to the drawing. 3. Provide breakdown of employees to buildings (both existing and phase I) and at peak demand (either 94 or 100). The latest census attached shows 107 people onsite, with the additional 16 nurses and CNA's for the new west D wing, the peak would be 123 with a breakdown of approximately 16 nurses and CNA's for each wing with the remainder being maintenance, administration, food service, and housekeeping. The remaining 58 made up of administration, food service, and housekeeping are housed in between A (most easterly building) and B (next building to the west) wings, but are in all areas of the nursing home during the day. Since there is only one meter that serves A and B wing there would be approximately 90 people housed in that area on a part time basis with 32 being full time. 4. Provide water fixture counts on proposed phase I buildings. The following information was provided by the Mechanical Engineer on the project: The water supply demand for this project is 193 fixture units= 90 gpm. 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824-7644 Cell: (863) 634-0194 Email: sdobbs@stevedobbsengineering.com Website: www.SteveDobbsEngineering.com Okeechobee Health Care Facility City of Okeechobee TRC RAI Page 2 Administrator Montes De Oca: 5. Crosswalks and striping for the project from the East and West to facilities. Crosswalks have been added to the plans from the west parking area to the new building. 6. Building number listing to show what will be built in proposed phases. A better description of the buildings and uses has been added to Sheet 2 of the plan set. 7. Roadway width to be 24 in lieu of 20 in area with parking. This parking area has been corrected to provide a minimum 24' wide aisle. 8. Location of hydrants and backflows for project future included. These locations have been added to the construction drawings. 9. Additional water line information and potential looping for pressure. The mechanical engineer for the project has supplied additional information 10. Better description on each building and future use. These descriptions have been added to the plans. Bill Brisson, Senior Planner: 11. The separation between the two 5,000 sf maintenance buildings on Parcel 1 must be increased from 15 feet to 16 feet. Corrected on the plans. 12. The separation between the 7,200 sf and 16,000 sf buildings on Parcel 2 must be increased from 15 feet to 16 feet. Corrected on the plans. 13. The parking aisle serving the four handicap parking spaces proposed for Phase 1 on the North side of Parcel 3 must be increased from 20 feet to the required 24 feet. This parking area has been corrected to provide a minimum 24' wide aisle. 14. 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 both Parcel 1 and Parcel 2. Okeechobee Health Care Facility City of Okeechobee TRC RAI Page 3 Another handicapped space has been added to parcels 1 and 2. 15. A fourth loading zone must be shown on the site plan. The requested loading zone was added to the plans. A fifth loading zone was added to the D wing. 16. Applicant needs to show the square footage of landscaping associated with the parking areas in Parcels 1 and 2. This has been added to the landscaping plan. 17. Applicant needs to shows that all perimeter landscaping and parking lot landscaping meets the requirements of Sections 90-537 through 90-540. This verification has been added to the plans. 18. A photometric lighting plan meeting the requirement of Section 78-71 (A) (5) must be submitted. A lighting plan has been added to the construction drawings. 19. A traffic impact analysis for the entire project to include documentation on the current traffic levels being experienced by the existing nursing home facility as well as the projected traffic for all development envisioned for the project at buildout. A traffic statement is submitted with this submittal showing minimal impact to the existing connection to Highway 441. Jeff Newell, Building Official: 20. What is the use to be for the 16,000 sq ft building that was to be used for offices? The 16,000-sf building has been removed from the site plan for consideration with this submittal. Herb Smith, Fire Chief: Note: 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 it is NOT looped (which means that a damaged line could shut down firefighting operations while a looped system would at least have the possibility of water being supplied from a different direction). This subject has come up in the past site plan reviews in which a fire engineer submitted a letter confirming that a looped system is not needed. I questioned if the engineer was including all proposed future buildings. Okeechobee Health Care Facility City of Okeechobee TRC RAI Page 4 21. Requested confirmation from engineer to include all proposed future structures. Please find attached the letter from the mechanical engineer working on the project that states his assumption of the fire suppression system for the nursing home not only included existing building without looping but proposed buildings as well. 22. Requested the fire line to be evaluated of its condition in regard to the proposed plans. According to PIPA (Plastics Industry Pipe Association) article attached states a pvc pipe should be expected to last 100 years or more, however, even at the stated 50 -year life of a pvc pipe this pipe would be expected to last until 2034 with the installation in 1984. There is no reason to expect the existing pipe with no noted line breaks will not function to at least the 50 -year life expectancy. 23. Ensure fire main remains a minimum of 8 inches when extending on property. Please see attached the information provided to the owner when the line was installed that states the watermain is 8" onsite. 24. Be aware of future landscaping in regard to branches, etc. extending into roadways (accessibility of the emergency vehicles). Noted. 25. Due to the traffic congestion, currently on site and the potential of additional traffic, a request is being made from our department in reference to protecting the area near the helicopter pad. Presently, the pad used by the helicopter for the hospital is quite close to the egress road on the OHCF property. Although drivers attempt to proceed with caution during lift offs and landings, there are still many drivers who continue to drive or stop near the pad during this time which complicates matters and safety of all involved. The fire department would request some sort of system or devices used during the lift offs and landings to help keep the area safe and alleviate stressful landings and take offs for the pilot. There was a meeting held onsite on May 11, 2017 with the hospital and the nursing home and hospital have agreed to place a plastic chain across the drive. This chain will extend across the entire drive and will be placed and removed by hospital employees assigned to assist with the helicopter operation. Okeechobee Health Care Facility City of Okeechobee TRC RAI Page 5 Should you have any questions or comments, please do not hesitate to call me at 863-824-7644. Sincerely, 'L, �:) Yez Steven L. Dobbs, P.E. President Enclosures Cc: Faye Haverlock File Polyolefins Technical Information INTRODUCTION TN013 Plastics Industry Pipe Association of Australia limited • . Life Expectancy for Plastics Pipes Based on the use of 50 year stress regression data, it has been incorrectly assumed that plastics pipe systems have a life expectancy of 50 years. In reality, such systems can reasonably be expected to last 100 years or more. PE and PVC pipes and fittings were introduced into Australia during the 1950's, mainly for water supply and irrigation, but also for fuel gas and industrial applications. The first Australian Standard for PE pressure pipes was ASK119-1962 and the first for PVC pressure pipes was ASK138-1963. The creep rupture characteristics of these materials necessitated a new method for selection of design stress, compared with other materials in use at the time - AC, Cl, GWI, etc. The method adopted was that already in use in Europe - using the creep rupture (stress regression) curve, select a time and establish the associated burst stress. Apply a design factor to the burst stress to give the design stress. The time chosen Was 50 years, already adopted in Europe, and is still in use today in AS/NZS, ISO, and CEN Standards. The use of this particular time interval has led to the misunderstanding that it represents the pipe life. Similarly, the use of 50 year modulus values for use in ring deflection calculations for non -pressure pipes has also led to misunderstanding regarding life. The following extract from WSA01-2004, Polyethylene Pipeline Code, explains why prediction of system life should not be based on the arbitrarily chosen time value. PRESSURE Selection of allowable stress is based on long term pressure testing in the laboratory and regression analysis applied to the data obtained. The 50 year point is arbitrarily chosen for this basis, as for all thermoplastics pipes. A factor is applied to the 50 year point in order to provide the design stress. It shall not be taken that either: (a) the pipes weaken with time; or (b) the predicted life is 50 years. System life is dependent on many factors. If the design stress were used in relation to the regression curve, predicted pipe life would be indefinite, not 50 years. As with other materials, the life is dependent on manufacture, transport, handling, installation, operation, protection from third party damage and other external factors. Provided that PE pipeline system components are appraised and supplied to nominated industry standards under third -party product certification systems, and provided pipelines are designed and constructed correctly, then the likelihood of failure is minimised. For correctly manufactured and installed systems, the actual life cannot be predicted, but can logically be expected to be well in excess of 100 years before major rehabilitation is required. If a system life is to be assigned beyond 100 years, it has to be based on the likelihood of failure arising from the above factors, not the pipe regression curve. Pipe strength has been shown not to decrease with time -in fact, it increases slightly. "Instantaneous " burst pressure after a period in service will be at least equal to that of new pipe. Polyolefins Technical Information NON -PRESSURE TN013 The life of non -pressure PE pipelines will be dependent on performance under four main conditions: (a) Soil mechanics and pipe mechanics stability. (b) Pipe material strength (c) Chemical and biological stability. (d) Functional stability. The life of thermoplastic non -pressure pipeline systems has been extensively studied and reported. For example, the report titled Plastics Pipes -How Long Can They Last, by Prof Lars -Eric Janson of VBB Sweco Consulting Group reaffirmed a 1987 report concluding that the answer to the above question was "at least 100 years". The latest report, produced in 1996, states that "...it has been clearly found that nothing has emerged, which contradicts the statement made in 1987." It also states that the report refers mainly to buried gravity sewer pipes, but the conclusions can in most cases be applied for pressure applications. The aim of the work was to verify the claim of "at least 100 years". The summary states that "...one can thus conclude that everything is pointing to at least 100 years practical service life for today's buried sewer pipes made of high quality virgin PVC -Ll and PE resins, on condition that the pipes are used in accordance with the prevalent national standard installation instructions." Provided that PE pipeline system components are appraised and supplied to nominated industry standards under third -party product certification systems, and provided pipelines are designed and constructed correctly, then the likelihood of failure is minimised. For correctly manufactured and installed systems, the actual life cannot be predicted, but can logically be expected to be well in excess of 100 years before major rehabilitation is required. For Further information please contact: Plastics Industry Pipe Association of Australia Ltd Suite 246, 813 Pacific Hwy, Chatswood NSW 2067 or email plasticspipe(a)_pipa.com.au 2 I I (O.R.B. 207 PG. 177) (OR.B. 219 PG. 593) L—J FND MAG N/D (U37232) POINT NUMBER 50002 SOUTH LINE M.C.A. RAULLRSON MO PKD STAMPED 'TRAY'. ,DSPITAL (D.R.B. 207 PG. 177) p� 4� �M EL. 21.84 NGVD (1929XTOP/NAIL) / (O.R.B. 219 PG. 593) 3 — —/ POINT NUMBER 102 / .r/�l-T• r �I .00 NICE YWSrALMAWMlW� Y O.R.B. 258 PG. 758- =- ; =10'x__, D1 �� SL G OLRC IAD C __9__ /IIII F—D Y I -TING S '•'yt'•$3. 2Yi ShSfARY 11Ha,OLE p Rr Ei.-Y).lM _ . / (9E)I11V. FL-UMt110M . 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FL-UMt110M . /y 51 Y � ` erg ITL/-1� L—J p� 4� PROPOSED BUILDING F(.F.E=22.90 .r/�l-T• r ; D1 14.700 S.F. /IIII F—D _ HAE I) EMYRrD [tu�gv.l.g7miMe LATTEO) R. - R.B.- (UNPLATTED) O.R.B. 315 PG. 746 ---'_-.- ` \ OCACUPIE FAC BEE ` (OCCUPIED-OKEECHOBEE HEALTH CARE FACILITY) ; (±59.628 S.F.) t 00 � RYPJ ISE£ uEcn nwrvsl t�" . I I i \\ I II ® (N R PAD dD, UN GAS TANKS V, TRANSFORMER ON CONC. PAD 1n II / I I PROPOSED BUILDING PROPO 71 , _ I ; - \ 1o�A�npOauNr / mMIAri9FE I II DIESEL FUEL FFE�2.90 covoe*m F I STORAGE TANK ON CONC. PAD 2.690E 2 (PHASE 2) w,rS �Ksrn+o r0 s II vet x _ •. 1Na►ir___��_�^_ ____ TnASN _____ __ -_'_--.___ FIRI. PKD �(LB1221) Otn1E EL -2616 RAYS m �SHty. El -t).68 _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TING 0' NC 15.HIDE FPdL EASEMENT EXISTINGtS.OD� NtE�FP&L E- XSEMENT w-- II x�J_ x 6 HIuH CHA!A-LINK :ENCE x x _,A ,,,,,.' — — s G=zO____'07 4:4- SNwA4 me j MOA ,�}l. r/ %gll NOvncn�� gwNn��_\ -----------------------� — ---. -- _/ ------ _ --_ (PER-OKEECHOBEE-. PB. S. PG. 5) N. 14TH STREET — — — — — — — (NORTH 20' OF 70' WIDE PUBLIC R/W VACATED FOR DRAINAGE DITCH) (NORTH 20' (VACTED PORTION OF R/W) OWNED BY CITY OR COUNTY OF OKEECHOBEE) n (SOUTH 50' OF R/W NOT OPEN / NOT IMPROVED) 'LB7673'. BM EL. 27.77 NGVD (1929) (TOP/NAIL) POINT NUMBER 101 OUA / NURSING HOME PROPOSED UTILITY EASEMENT ' a OHCF CENTRAL SUPPLY " "- •05;'09/2017 12:09 8637630345 Om includes selected workgroups for all employees who are Active. i u C > p w s Tue May-0917 ID: 6286 Badge: 1590 Allen, Alysha N. .. _ ,• •'� . OUB. Hotti . I)�9° z < -v ;' • In�s<;:*, '�; Oft A-S .Cri . • :. .._ . .,_ , .. tied - — . :...•..... ... Tug May-09 17 8;10 ID: 6287 Badge: 1591 Allen, Brandon A. _ � Tue Ma -09 i7 ID: 6168 Badge: 1472 Allen, Justin �. �`� "^ •; tilr.� •- - � ��!�! -�'� - .,, _: ::. • cr :. ;... ^�• � -¢tlt• :Hou+$ -81shily�le`u:. ///// Unsch--, •Miss. Run.. Min Shf. •. _ Mon May-08 17 6.34 0.00 / ID: 6165 EI$dge: 1469 Allen, Kyle • - -- - T _ 0,00 %/ % Unsch. Tue May-0917 ID: 6709 Badge: 2073 Alsbrook, Cathy (Lynn) L _ '.";::� .:��---'�•,�1":::• =` ;�i.�i�: — :.Out , �}rs ` edule::• :' •000 V 7.15115:45 z Tus Ma -D$ 17 7:10 IQ: Sol$ Badge: 1923 Alviola, Kteeha ... :. fit ,<<_, :...�,_ 1 _:: �.' .' , .Glut::• . _ - Dat�i::. _:= , r..• ,...-p..:. ..:. �• ' ° ....._ . •.. 0.00 9:00117:90 Tue May-0917 I9:02 ID: 6612 Badge: 1817, Anderson, Rachel A. •pate - . r� �� •' - _ o.Qp�' %�%ri,,,. Unsch. TUe May-D9 17 10:Q8 ID: 6732 Badge: 2036 Arthur, Alex A. .w . _ O.OQ 7:0011x:30 Tue May-09 17 7:00 • ID: 4173 cadge: 6862 Askins, Cecilia D. 0.00 :a51r9:�5 Tue May-OS 17 6:51 ID: 5000 Badge: 276 Askins, Leroy Out0.00 6_A5115:15 Tue May^09 Page 1 of 11 Attendance Enterprise 2.3.40.984 51912017 12:04:11 FM 05/09/2017 12:09 8637630345 OHCF CENTRAL SUPPLY PAGE 01/11 Includes selected workgroups for all employees who are Active. Tue May -0917 5' Allen, Alysha N. ID: 6286 Badge: 1590 Allen, Brandon A. ID: 6287 Badge. 1923 Tup, May -09 17 Badge: 1591 1 1 `4n -L—LO-01-9700117:30 Anderson, Rachel A. �-Dge ID: 6612 Badge: 1917. 0.00 1 10;08 UnSrh. Allen, Justin ID: 6168 1 4/giliff/, Badge. 1472 `15 ut Mon May -08 17 5:34 1 1 (),00 ,/p I Unrirh., Min. Pun., Min Shf. Allen, Kyle ID: 6165 Badge: 1469 '11i!10 11! I Tue May -09 17 8:491 1 0.00 -iUtisch. Alsbrook, Cathy (Lynn) L In- 6709 Badge: 2013 Alviola, Krasha 10, 6618 Badge. 1923 Tup, May -09 17 9:02 1 1 -L—LO-01-9700117:30 Anderson, Rachel A. �-Dge ID: 6612 Badge: 1917. I Tue May 09 17 1 10;08 1 0.00 1 4/giliff/, Arthur, Alex A. ID: 6732 Badge: 2036 Askins, Cecilia D. ID: 4173 Radge: 68112. I Tue 6:51 1 0.001 6.45'10:15 Aski.ns, Leroy ID! 5000 Badge.- 276 Attendance Enterprise 2.3.40.994 W9/201712:04:11 PM Pagel of 11 OHCF CENTRAL SUPPLY t-1�43r- 05/09/2017 12:09 8637630345 Includes selected workgroups for all employees who are Active. Tue, May -0917 Rahv. Kuriakese (jInu) ID. 6367 Bacon, Trisha ID: 6479 Baltozar. Noelia B. Baranoski, Michael pa!! Tue mato!g j7 Barrett, Marcus A- TueMay-UW i7 I Beach, Kimberly M. =Date[777 Tue May -09 17 7;25 Bearden, Pamela K Tue Ma -09 17 Best, Angel A. Tue LO-0�9 17 7:5 aestol, Cindy A. I Tue May -09 11 1 Boswell, Jacquitta (Ouitta) ID: 6413 :..Qui ID-, "94 ID: 6058 _., ?ut. ID: 6303 ID: 6053 71111TO-ut 113- 6806 1 ID: 6620 ID: 6529 13adgia- 1672 Badge: 1784 Unsch. Badge: VIS Tardy� Badge, 1799 Badge: 1362 15 Badge: 1607 01)R 0`--- Badge: 1357 W7 I 30 IE14 1 Badge: 2110 RKI 1 unsch- Badge: 1926 Unscn.-- Badge: 1834 Attendance Enterprise 2.3.40,994 61912017 12:04-11 PM Page 2 of 11 OHCF CENTRAL SUPPLY 05/09/2-017 12:09 863763e345 7. Ire ...... includes selected Workgroups for all employees who are Active. Tue May -0917 8317 ID: 1484 Bradley -Noel, Caroline 616 I =1:T3 Unsch. �Y-09 17 9AU I 6�e_=M—DaT 6676 Badge: '1979 Brazil, Jackie • 6.66Unstch- Tue May -09 17 1 1- ID: 6281 Badge: 1585 Bronson, Melissa 04W YW , 0,001 e,fthu I =a. E b:Uvf I U-JU Tue May -UV 1�7 7;46 6571 Badge: 1876 Butts, Torey . . .j �__. I Tue M9Y-09 6:521 ID: 3064 Badge: 3396 Campbell, Angola A. EF. 110 f1:11:11da!". 'b. 1 v Tue May 09 17 6:39 113' 6650 Badge; 1955 Carballo, Lucia - Pit 1 13 =-1;;.:.=::=;. : Out. 0.00 Tue MOY-Uv 1 8:191 1 Madefila (Mari)ID: 6608 Badge- 1913 Cardoso-Aguilera, th & OADI I v, t I Tue May-uu 17. 1 ID: 6741 Badge: 2045 coy, Doreen I. - ut 0.00 _0 TUG Ma -09 17 U7S 6:3811 ID-. 4963 Badge; 239 Dejeaus, Gladys M. 1=001d =-.t g/p I Unsch. �p W Vp11L Tue May -090.02 ID, 6448 Badge: 1763 Delgado, Erika h Mwu.. "10AR. ? %'-vi� 0,Oul Unsch, Tue May -0917 I —J Page 3 of 11 Attendance Enterprise 2.3.40.994 5191201712:04:11 PM I OHCF CENTRAL SUPPLY rrAklr- 05/09/2017 12:09 8637630345 Includes selected workgroups for all emplOY108$ who are Active. Tue May -09 17 Dennis, Jacqueline S. ID; 5877 Badge= 1477 WOW Tue Ma -09 6:44 1 ID, 5742 Badge: 11048 Detrick, Sabrina M. Out, Hour . �1915� I Tue May -0917633 0.0o oo r,.,4 IM 2847 Badge: 3051 F-banks, Patricia A. .0ilt. :Hours'-- TRMY 0.00 &UU/11073V 1 LL1je ID: 3067 Badge- 6717 Fdwards, Novelyn P- 1113 Tue May -09 17 0.00 6: 5/15:15 I'M 6796 Badge: 2100 Emperio, Eric Nell M. HIWI* I o.001 6:30113:00 I Tue May -09 I I I 6388 Badge: 1693 Fakler, ShirleyIt7: 0 U f. I— u.uv I 6:00I16;30 ID. WO Badge- 1434 Farmer, Ann M. O-ut.; :H , �511 I "l, - 7: :2�!1:7:1:171i''Ow -lh ----A� _&- il- WN 0.001 M011 V: I -D 5�t� 09 Tue May:�09 -0917 In, 1958 Badge: 2996 Fino, Lisa POP: ki t .5,.,;;hi W. - no I Tue Ma Y -Uhl 17 6:33 0.0 Ol 6,30/15:00 ID: 6170 Badge: 1474 Flores, Sara JO 10 t u:m:: V., fo �7 ar: 0.001 11.�§U/10:0c) Tue Me -0917 1:302 1 1 ID: 6547 Badge: 1852 Garay, Vanessa Page 4 of 11 Attendance Enterprise 2.3.40-994 6/912017 12:04:11 PM 05/09/2017 12:09 8637630345 OHCF CENTRAL SUPPLY .5 0 Includes selected workgroups for all employees who are Active. Tue May -0917 ina 102 Badge. 8343 Gilohrist, Lakishe Out : No& Tue May -0917 6:29 1 Gomez, Hilda ID: 4968 Badge- 244 U f "th -Out - Moum", he Tue May -09 17 1 5:27 0.00 5-30114:00.1 � !Y Grooms, Erica ID: 6801 Badge; 1906 out:, Hours. .- I'Tue May�09 17 6;441 0.00 Haldeman, Victoria L. ID: 6067 Badge- 344 PAVE UbIli f Hancock, Linda S. ID: 5910 Badge: 1211 Hancock, Nicole (Bre) ID: 6642 Badge: 1947 Harris, Katherine (Katie) ID: 6441 Badge- 1746 04 -�q IH LTue May 09 17 6:44 0,001 6:45179;15 - Heenan, Jody L. ID: 2668 Badge: 3015 Hernandez, Esteban ID: 5307 686 Da Yue May Q2 i74.00 Vacation Insufficient Benefit Wed May -03 17 8.00 Vacation Insufficient Benefit Tue May -09 17 8:11 0.00 8:00/16:30 Tardy Hernandez -Sandoval, Jackeline IE): 6045 Badge: 1352 Attendance Enterprise2.3.40.994519/201712-0411PI111 Page 5 of 11 l7HCF CENTRAL SUPPLY HAUL00 1.1 05109!2017 12:09 8637630345 workgroups for all employees who are Activ®- Includes selected Tue May -0917 . ;Qtflt• ; W01i1i� ,. . 0.40 5:4a1i 9:1 Tardy Tue NMay-09 11 y:0a IG: 6271 Badge: 1575 Herrera, I-iliana .... • . :... . „ Awx,O�yt _. ..... :_ -... 0,00 6:45/18:15 Tardy - Tue MaY-0811 I7:17 ID. 6086 Badge: 1390 Hooper Tamara, � Lam 0. . is :: :�•,,.V: ed 'sfF _2 :•�_. "�'n- - uns Tue May -0917 fD: 6623 Badge: 1928, Jaimes, Maria !. ' :: Pvtk VMe 0,001 Tue -a9 17 6.49 —•-- !D: 6251 Badge: 1555 Jararnille, Robsrt • -.. ,....1n. ' HOuI'S ff �C.�1Edl�iB: - DBZt�r::.:: %', :"; . .. .; . Tue May -09 1D: 6340 Badge: 164.4 C-ibrando, RNa,rlc ... _ 0.0 01 Tue My -09 17 6%35 ID: D: 4437 Badge: 9559 Loschiavo, Kathy A. Hours:.: al r !�� 6:45/19:15 Tardy ----- - Tua May -09 17 6:55 _ ..-..__.._..._._._ ID: 6622 Badge: 1927 Metros, Gargle J. - - .... .. F.iQurs. �:- •Tue bAay-0917 10:12 ID: 6313 Badge: 1617 Marrero, Jacqueline .. •.. t. w ':-: POS-`; • ;. Tub M$ -08 17 0.00 ID: 6213 Badge: 1517 Martinez, Adele C. .. •__ atOl t`,n: '..i:.� ...'apt 'I�YIV�,•.,. :4��h :.:: - - - -_ � _ Dnt�:'.•:� ' + ,.94 8:00/16:30 Tue May -09 17 1 7.54 ID: 6373 Badge: 1678 M6clung, bCersten Page 6 of 11 A4tandanoe F-nterprise 2.3.40.994 5/9/2017 12.04:11 PIN 05/09/2017 12:09 8637630345 OHCF CENTRAL SUPPLY Includes selected workgroups for all employees who are Active. Ti in Maw -0917 PAGE 07/11 montova, Marissa ID: 8626 Badge: 1931 Morris, Candice ID' 5366 out, I Tua may -co 17 1 6:49 L•_ Mungaray, Gabriela (Gabby) ID: 6729 Rate F g5l 0.001 Tue May -09 17 831 Navejar, Josephine (JO) C. ID: 6769 Uf )ut Tue May -U9 Newhouse, Richard P. iE): 6803 7:37 j Tuamay-05�17 j u.vu Newman, Lisa J. ID: 6319 -- Hoo Tue eBay 09 17 1 8:01 V.00 Nichols, Sherrie 10- 6636 E =-f.: q U. •uro. I Tue May -OU 17- -----•- 0.00 -n-2 Nieves, Juan Carlos (Jc) ID: 6393 Qut .0 ut � LHOO LIMMay,09 17 8:04 0.0c Ochoa Do Colin, Maria I. ID: 6793 I%Ua'Mry'-06'jr 8:501 1 Osterman, Joseph ID-- 6266 Attendance Enterprise 2.3.40.994 5191201712:04:11 PM Badge: 6" Badge: 2033 Badge. 2073 Badge; 2107 WO W I unach. Badge: 1623 wsvh, Badge. 1841 Unsch. Badge.- 1698 Badge: 2097 Badge: 1570 Page of 11 05/0912017 12:09 8637630345 OHCF CENTRAL SUPPLY PAGE 08/11 Includes selected workgroups for all employees who are Active. Tue May -09 117 Pearce, Vivian H. ID: 4813 Badge: 9937 DOW-: POW Tue Ma 09 17 7:011 0.001 7:00115:30 Perez, Nelida (Nell) ID: 648T Badge; IT5.2 Polanco Thomas, Ingrid N JD- 6776 Badge: 2080 Ffus —May -09 17 1 Prince, Heather J. 4n 6A0 ID: 5109 Quw -ft unsch. Bad9s: 387 Tue May -09 17 6:29 1 0.001 6:30115:00 — Resendiz, Micaela F ID: 6774 Badge, 2078 Robinson, Conroy 0- ID- 6511 Badge: 1816 .77 7 U-14, 0 Tue May -09 17 1 9:38 1 1 0.001 8:0 1 Tardy Romero Bonilla, Emerenciana (Mary) M. ID: 6702 Badge: 2006 Rowe, Pamela G. Russell, Lawrence (Sonny) ID: 5526 ID- 6482 Russell, Lisa r. 10: 6797 Attendance Enterprise 2.3.40.994 51912017 12.04:11 PM Badge; 809 Badge: 1787 Badge: 2101 Page 8 of 11 05/09/2017 12:09 8637630345 OHCF CENTRAL SUPPLY Includes selected workgroups for all employees who are Active. Tua Mav-00 17 Saavedra, Liza Marie (Liza) Tue Ma 0917 Sanchez, Jaunelle (Wanda) W ;Tu -,e . May -0.2 17 Wed May -0317 Tue May -09 17-__ 4:52 Sanchez, Maria D. Tue May -UW W 6!4V I Santibanez, Sonia I Tue May -09 17 1 6:43 1 Santos, Shalimar E. I Tue M9y-0917_L6.311 L Shanks, Vernita Tue May -09 17 I Singh, Mandanee 7: a Ma -09 17 -••6:29 629 Spires, Treva J. Date. I Tue Ma 09 17 1 8:02 1 Stiller, Donna L. ID: 6599 Badge: 1894 PAGE U'Jiii f ID; 4688 Badge: 9812 Hbunk1m,:' ft n 8.00 EBL I Sufficient Benefit 8100 EBL Insufficient Benefit Uniach ID- 5892 Badge: 1493 Ule •;T. 0 0l 6:45/19715 ID: 6734 Badge: 2038 _PWOU119 0 00 645/19:15 in: 6329 Badge: 607 le 000 ID: 6751 Badge: 2055 U.uU 7:00/ 15:30 ID: 6564 Badge- 1869 0. 00 11 ID: 6805 Badge: 209 :"i.!OUV' HO. Uri 139 1 - 1 Unsch. ID, 4713 Badge: 9837 Attendance, Enterprise 2.3.40.994 51912017 12:04:11 PM Page 9 Of 11 W • 05/09/2017 12:09 8637630345 OHCF CENTRAL SUPPLY &L-PLrep includes selected workgroups for all employees who are Active. Tue May -0917 Sullivan, Patsy F. ID: 4764 Badge: 9888 Opt payi- �16:27 f4cu I PIT,u�m:,,ME 0 94 �11 0.00 1 5=115:00 Sutton, Greg J. 6538 Badge, 1843 Dato':� 7.7 Out Tue May -09 W+ 9:071 1 I Unsch. Tam, Jessica ID- 6477 Badge., 1782 •H X.; —N—SEIN ITue May,09 17 f!UO I U -no I Unsch. Terrazas, Cassandra A. ID: 5116 Badge: 394 :Cii:�iiiu=1111'ff-� � � A!, pin 116 Tue May -09 17 1 0-441 1 0.001 Thorpe, Cheri ID: 6137 Badge. 1441 tit'. I Tue May -09 17 6:50 0.00 6:45!6:45!19:15blIID I Trimino-Ochoa, Neivys ID. 6596 Badge: 890 .01 11!!; Li --k­� aji: ft,. I =8 Ho. r*­�: '14041 I Tue May -09 1�7�E 6:16 UO�O�FIF�IF` 00 Unsch. Turell, Jose E. ID: 6801 Badge: 2105 4 Unsch. Vargas, Concepcion (Connie) ID: 5446 Badge: 725 r LTue May -09 17 0.00 5:00/13:30 Vega, Anria M. 4798 Dodge: 9922 Out;. MR L Tue May -0917 1 V.VV 3 8:00116:30 Vega, Sixto ID- 5574 Badge: 864 Attendance Enterprise 2.3.40.994 5191201712:04:11 PM Page 10 of 11 05/013/2017 12:09 8637630345 OHCF CENTRAL 5UILY Includes selected workgroups for all employees who are Active. Tue May -0917 In: 6496 3 t/I Badge: 1801 ID: 6593 Badge: 1896 Walsh, Katherine (Kathy) I- Tus MB -08 17 10:31 ID: 6500 Badge: 1805 unsch. ID- 5075 Badge: 1277 Badge: 388 r% -..I- C ID: silo —M Nadine- P. ID-. 6563 Badge: 1868 ITT"ITTI-I il -riI L�n- Zapata, William I 717 cAAQ Badge:V 71. ' AffiE S hf Tem qi7 0.00 I Total Number of Employees: 106 Paige 11 of 11 Attendance Enterprise 2-3.40.994 5191201712:04:11 PM Construction Plans Of Okeechobee Healthcare Facility VICINITY MAP West Wing Expansion Seniors "R" Able, Inc. Lying In Sec. 9, Township 37 South, Range 35 East Okeechobee County, Florida I LUCIE 'ALM BEACH Survey Data GEOAUTICS SERVICES Inc. TRADEWINDS SURVEYORS PROFESSIONAL SURVEYORS 8 MAPPERS 1934 TUCKER COURT, FORT PIERCE. FLORIDA (772) 419-938,3 FAX (7R-":7) 406-4206 200 S.W. gra (.3. A--- O4Dee. FL 94974 Tel: (BCS) 765-2997 F(B95)() 765-4942 CERTIFICATE OF AUTHORFLATION LB/ 7673 6m: luD.twpa09.Dro.rom ELEVATIONS SHOWN HEREON ARE IN FEET RELATIVE THE - NATIONAL GEODETIC VERTICAL DAVAM (NCVD), 1929 ADJUSTMENT. �nD A. Brea. Jr. (PsN 4820) Ste ven L. Dobbs Engineering, LLC Consulting Engineers t -> 9062 Jakes Way - Okeechobee, FL 34974 Ai Phone: (863) 824-7644 CERnFI-n OF AU RI TION W.0001R30C LQ�ATION MAP SCALE: N.T.S. 01 of 14 02 of 14 03 of 14 04 of 14 OS of 14 06 of 14 07 of 14 OS of 14 09 of 14 10 of 14 11 of 14 12 of 14 13 of 14 14 of 14 INDEX OF SHEETS TITLE SHEET OVERALL PLAN & KEY SHEET EXISTING CONDITIONS / DEMOLITION PLAN HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN (WEST VIEW) HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN (SOUTH EAST VIEW) HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN (NORTH EAST VIEW) PAVING, GRADING & DRAINAGE PLAN (WEST VIEW) PAVING, GRADING & DRAINAGE PLAN (SOUTH EAST VIEW) PAVING, GRADING & DRAINAGE PLAN (NORTH EAST VIEW) PAVING, GRADING & DRAINAGE DETAILS UTILITY DETAILS UTILITY DETAILS d: r� UTILITY DETAILS o GENERAL NOTES & SPECIFICATIONS -0 " ZQ 10 ew y •.moi i- 0: C Asa Lat CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, R'S THE LAW ENGINEERS PROJECT No. 2014-042 OKEECHOBEE HEALTHCARE FACILITY I I'I I l I OND A2$ - ---- - >> m" an D <Do ~gym I W 0 e �m _ m m I I m (A D _ C -- 4.0 A \ T xl v D LOT J D O O MW DAOIUttTOSEEVENI HIS OOCUMENITOGETHER WRHIHI CONCEPTSAND OESIGNSPRESErvREJ HEREIN,ASANINSTRUMENLORSERVICE. ISI ENDED O( NE SPECIEI ?OSM jTCQNNTfO1 WHICr.ITWASPREPARED. REUSEOF AND IMPROPERREUANCE ON THIS DOCUMENTWITHOUT WRITTENAUTHORtIATION ANDAO1-H 31 IT ENI. UOBBS,P.f., SHAEEBEWrt. DD ENGINE[RING.IIc. Okeechobee Healthcare Facility Steven L. Dobbs IN N o West Wing Expansion cSt+ DEngineering, LLC OKEECHOBEE, FLORIDA even L Dobbs, P. 1062 JAKE$ WAY m O y � Okeechobee, FI 34974 T a Phone: (863) 824-7644 (I�]'L7' 1 4 2 05-12P1T CMB REVISEOPENCOMMENTS IA a OVERALL PLAN MAY 1 L 2017 1 012]-l) CMO REVISED PER COMMENTS "' & KEY SHEET No. DATE BY xxqq REVISIONS ttORIOA cERrINCATE DE AUTHORIZAnON No. Doo:vTa 481 D1METbNOF RDw __ M rout SILT -BARRIER •�wI n a' IFABRIC FENCE) J O y n ANCHOR BALES WITH TWO 12)2'R2'Y4?STAKE tDCM FUP 1I1, lL THROUGH EACH BATF SODDED SLOPE y= ----may - In oD W 741— EK+tr7 —II—II I II II DIMING GRADE p ` N kD %I m � �a �}' 1 _ _ Q Q rl Op o FABRICTO eE LD uI Is iOE OF SLOPE- BURIED 6' MIN. OD. 6/p•M W C 0 0) C Imo- VARIESp A�,p e't N89'59'53"ELD)4 547.38'(D)(C) Y L 3—C � a—L � ,YG 'YS- .,—G 9-...: ., J^.,.`Q:.�.. C-��:.-R�--7�i. -"�.- 1'�L.._�`.."c�,._-'6=: W c 0 cL 9 BALED HAY SILT -BARRIER FABRIC FENCE SILT-BARRIER fifi V ,a �p'' pC ,,ww PERIMETER EROSION AND SEDIMENT CONTROL 1. d1FRACTORBRTO,UIREDTOPREVENT ANYSEDMEMTMIIEPORTFMLED i PROIFR BNCNiO ADUCEM PROPERTY. II6fAlIATKM OF EOHEn BALED HAY \ '6 p•0 :. H1Y OR fABRC fENEF TYPE SRT BARRNR 6ACCEPTAME THE M0.0.K0. LRIaT ?.Y /�/ 1 / RFM/,M IN PUCEUMII UPIAND V[GETATKMBESTA8l5HE0. /Ftee.,, /o' / @ 5: E.9EFOREREMOVMD ALTMRNERCDM TORAMLLCDLNCTANDDBPD%DF A111'ACCUMUUTFDAIT. 1 SILT FENCE DETAIL �1pp PROPOSED SILT FENCE N.T.S. `Rt ,RhB�pECnONAL AROUND PROJECT Ci f'f Rc'tIJ.NDs Lm4s` R PERIMETER(TYP)�r(, o Tr. Aon TOTAL SITE OWNERSHIP PROPOSED SILT FENCE z�3 AROUND PROJECT I o e _ ±10.9 ACRES PERl14ETER(TYP)�w �v k REMOVE EXISTING REMOVE EXISTING AS _ PHALTPAVEMENT ASPHALT PAVEMENT (22,400 S.F.) w fly = �. (22.50051`.) - REMOVE EXISTING ASPHALT PAVEMENT (±2,300 $.1`.) y c�av 8 N89.32'54'E D C) �C v -- R c' r CONCRETE �— POLE TO BE met RELOCATED J y+ td Ifs" TREE TO BE REMOVE MTING t . ' I y ASPHALTfl / p �t REMOV ED (TYP.) VSIDEWALKS .. Y t 23,000 S.F.i d �4/ PRE -DEVELOPMENT REMOVE EX15I ING o / S , mN n I I FLOW DIRECTION '�/ o • ASPHALT PAVEMENT / qty !R _ •L ARROW (TYP) jI 9 (25005.1`.) ci � REMOVE EXISTING III � �- °» _ 'o-�,t � TS ,••qA '� .� �'' BRICK PAVERS 8 Tu...Rai °p / „! CDNCRETE�HIS SEA _ I{ c0%n'+.T%�7 u n �c.+c �a an� �/' s`. I d _,�yA.+' / . / / Q B II S CaCCt1A1E0-CYTEEC,.08"iE-�0.— U y�a+ N' _�Aq�� t -t cALTH CARE FACILITY)�,, py 8 D..2. +10, REMOVE EXISTING I F +S'r I � 02' A o l o II ►) iT'ASPHALT PAVEMENT $ •L• , I A` ,,hhAA Z t (x70.30051`.) 't fR° z xllF-�,�+qd° REMOVE EXISTING i \ II iloT�K a a�yd —.� I ' �/ J`(S WOOD GAZEBO REMOVE EXISTING ASPHALT PAVEMENT } (32,400 S.F.) o T E REMOVED .B II 9 _ .: - HOGNIRE FENCE ` CONCRETE LIGHT Z (, q`.SSS d t SETS RD POLE TO BE �� / i A If 1 y .,r .. a9 R� +1a ♦ q'+ !¢1`` Y �'F/,� /AT t oAl—) / RELOCATED _ RE�IQOOVE EXISTING II E +'� as`� yt�+'a , ,1 •'q CATCH BASIN IL .. }- „ l �'�,.r''r B. ,I}+, EX"LY)491T. TRENCH II 1+ no I i1.34 ap ABANDON EXIT NGolo )I „uSTORM PIPE 1!J PLACE. y P R� 11�ME s _ ..-�+,PLUG NORTH ULVERT .'TSYt ,y+ �,?i .j pt T AT CATCH BANN A. I CULVERT TO -o ''-.-�`,r rtI% n�¢�-�. 0= O— ` O O Z E�,X-•STING -"'�-`oy �sNME—� iJ200' D C 9 70 _ AIRPORT DITCH TO REMAIN SOUTH UNE SECTION t0 m��• 6 /p/ f s (6 o F� )(C) 331.66(D) 330.6T(C) 16 15 Nm v1MR1 N89'32'S4'E(D)(C) �FJlFORT yp� 448.36'(D) 4-48.34In '(C) ❑ FXa SA- r p / fl. Z �— — —_-__—_ REMOVE EXISTING a fO W "' ('OKEFC1i0BEE', Pa. 5, PG 5) � N. . 14TH STRgET ___ ____ _ CATCH BASIN / QI C w O —---_--_ __ .. — J (NDITTH 2o• DF )D• WIDE PUBM R/R VACATED FOR DRANAGE DITCH) ABANDON EXISTING / z ,� 2 (NORTH 26' (VACTED PORTION OF RM O*U BY CITY OR COUNTY OF OI(EECHOBEE) STORM PIPE IN PLACE w ' O (SOUTH 50. OF Rh NOT om / NOT IMPROVED) 4}A o UJI SCALE: 1"=40' 0 3 Xp� 1928) o / 0 20 40 BO a W ' f Y CALL 48 HOURS BEFORE O YOU DIG IN FLORIDA IT'S THE LAW • ) tOB NO.: 2014-042 SHEET 03 OF 144 I (E)INV. EL.=18.07 (10) FX, 10� $1: SL �� SL - - c . .. • (U.K.tI. -_ / oQ- 10 20 40 ry ai u� p� 1-45.00• WIDE RECIPROCAL EASEMENT — St FND MAG N/D (LB7232) as e I SL ALT DRIVE (PRIVATE) a EXISTING ' - .-� - vsc m« POINT NUMBER 50002 SOUTH LINE H.C.A. RAULER! r■c,an �X. 10' SS--e-M.0------PROPDSED ----- --°'hc ..�- SANITARY MANHOLE y2 RIM EL=24.95 ASPHALT DRIVE (PRIVATE) �• HELICOPT R FND PKD STAMPED "TRAV", HOSPITAL (O.R.B. 207 PG. SL u HANDICAP STRIPING (TYP) SL - (w 1 EL=23.03 (4•) (E)INV. EL=19.58 (10') (W)INV. EL=19.58 (10') .. {ANDWG-�` - P.AO' �..•°:� ! . - • - ` ° � BM EL. 21.84 NGVD (1929)(TOP/NAIL) POINT NUMBER 102 (O.R.B. 219 PG. 593) X EXISTING- _ _ SANITARY MANHOLE !/1 RIM E L. = 27.36 E 11 :1NG (N)INV. EL.=18.07 LIFT STATIONx - - - - - - �- E. 4' S5 ASPHALT c - - - - -- - - - ASPHALT DRIVE mz...m. EMERGENCY ROOM - - - - - - - - - T - - - - - - - - - - - - - - - - / -_� - - - - - - - . -04�'"'m^ EP � (E)INV. EL.=18.07 (10) FX, 10� $1: SL �� SL - - c /I • I -_ / oQ- 10 20 40 ry ai u� p� 1-45.00• WIDE RECIPROCAL EASEMENT — St _ as e I SL ALT DRIVE (PRIVATE) a _ EP O.R.B. 258 PG. 756-\ ' a r rrc Mv vsc m« EP -------_ r■c,an �X. 10' SS--e-M.0------PROPDSED ----- --°'hc ..�- ASPHALT DRIVE (PRIVATE) -- ------------ -■ ^<� - -- _ - I.OAD■+D a ZDlE N".5 I B.F.P. �FpC Cp/�1c PA SL u HANDICAP STRIPING (TYP) SL - --_-TREATUENF Z � - - - - - - - - - �- PROPOSED^f]%I STOP BAR a STOP l !J a zr SIGN •I • 1 0 /_ �. 1 _ J --- _ATTED) R.B.;: ' »• / , OCCUPIEKEF OBEE l SEA Tse 2Anr FACI T' j ` \� PROPOSED HANDICAPSIGN (TYP.) PROPOSED BUILDING F.F.E =22.90 14,700 S.F. PROPOSED (PHASE 1) HANDICAP STRIPING (TYP) _PROPOSED CROSSWALK STRIPING (TYP) HANDICAP SIGN (TYP.) PROPOSED CONCRETEWHEEL STOP (TYP.) T VERED /II FlNISH FLOOR -NTRY I I ELEV. - 22.91 I I II , HANDICAP SIGN (TYP-) ui�11NG PROPOSE�ANITARY MANHOLE #3 HANDICAP1 EL=21.64 bTRIPING(Ii,1V. EL=19.44 (10') (E)INV. EL.=19.38 (SE)INV. EL=UNKNOWN (UNPLATTEC .�>" (OCCU,-:'Cl HEALD O ty '. SCALE �0 j /I - c /I • I / oQ- 10 20 40 ry ai u� p� PROPOSED CONCRETE WHEEL \\ STOP T VERED /II FlNISH FLOOR -NTRY I I ELEV. - 22.91 I I II , HANDICAP SIGN (TYP-) ui�11NG PROPOSE�ANITARY MANHOLE #3 HANDICAP1 EL=21.64 bTRIPING(Ii,1V. EL=19.44 (10') (E)INV. EL.=19.38 (SE)INV. EL=UNKNOWN (UNPLATTEC .�>" (OCCU,-:'Cl HEALD O ty '. SCALE �0 j - c s • I 10 20 40 ai u� p� PROPOSED CONCRETE WHEEL \\ STOP I I I O (TYP.) Z � TRANSFORMER a � ON CONC. PAD �C;` , a ti ✓: I I _ 4 N DIESEL FUEL STORAGE TANK ON CONC. PAD ;\ate- PROPOSED . au•uy __-__�_ •� d ��" ---------s== -------- '°'"'" stop BAR a stop EP ------------- -_ SIGN J �, FND. PKD GRATE EL=20.66 RAMP" 15Y S'TRAbH____�_--___-___- -_� L.-17.81 \ _--___- _ I/(L81221) INV - iwcai _�__-_ (S)INV. EL=17.68 CO PACTOR --_ ____- No-- - PAGE I - - - - - - - - - - - E p. -. _ - - - - - - - - - -E P -- - ® E XISTING 15.00' WIDE FP&L EASEMENT ra' ME..-- 1 ---rte- x X `EXISTING 1 00 VADE FF :v... ___ I ---�� ____-OB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOB- - - - - - - - - - - - - - - - - - - - - - / TOB - - - - - - DRAINAGE DITCH \66'X 46'CMP \ (R NORTH T� W RISER VACAT — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- / \ - - LO (PER-OKEECHOBEE", PB. 5, PG. 5) CALL UHOURS BEFOR FE _ _ N. 14TH STREET YOU DIGIN FLORIDA, ITS THE LAW - - (NORTH 20' OF 70' WIDE PUBLIC R/W VACATED FOR DRAINAGE DITCH) 1 (NORTH 20' (VACTED PORTION OF R/W) OWNED BY CITY OR COUNTY OF OKEECHOBEE) N ibr1G..Inn E:_ Mc = W O hZ i o m o Oa3 W H (W ! 7 =E=OZy a1 3 W J C7 W � y 0 0 Z C 0 0 2 JOB No.: 2014-042 SHEET 04 OF 14 j - c s • Z �C;` a ti ✓: 4 N E:_ Mc = W O hZ i o m o Oa3 W H (W ! 7 =E=OZy a1 3 W J C7 W � y 0 0 Z C 0 0 2 JOB No.: 2014-042 SHEET 04 OF 14 STOP BAR a STOP j PROPOSED J J J I (PHASE 2) A� n d STOP BAR d STOP SIGN / �•f < q - RAULERSON (PHASE2 S'CONC. SIDEWALK (PHASE 2) 0 Q 2 n )7 PG. 177) IV •v ,z I i I m 1 I IT Q �?, ``) N s • i ;) '� •SPAC 1) TIT TYP Q+ ibPACESI(PIIASE i I e 2 TYP +• 11f Q) C4 nP u— — — — — — — — — — — — — — — — — — — — — — — •� �) C ID o pj c EP p,s 8 > O Y ) R a ai Oa s +1ENT PROPOSED F y W STOP BAR & STOP ----------------------------Up-----s'--------------------------- SIGN 9s I Rn Q5 I c P5 as m A� ryH�S I �f � nr 4n ?wo OSP Et) +•SPA SPINS 1) C. PAD W/ x ftT�'B:FP- WATER 7' HIGH ALUTA� p +z , EATMENT —CAGE FENCE pyla y — — — — R* d, I • • S' CONC. SIDEWALK (l3HAS61)- • - •• �q 111171 9 / c m 21 m S t 3 —F / 4 O i 2 2 3 ELM - 22.90 S c 4n e GREASE TRAP S F p5 g i �e RIM EL=22.52 O.R.B. 520 PG. 180 dr s N. INV. EL=20.10 / w N c I `' (UNPLATTED) _ATTED) O.R.B. 315 PG. 746 A AP I (VACANT) ? s OCCUPIED- OKEECHOBEE RIM EL-22.45 -iEALTH CARE FACILITY) q -- e d IVA. e o e0 <33.m Py. (±59,628 S.F.) PROPOSED � CONCRETENMEEL �J � . — STOP (TMP.) 4.� / C 7 - %. PROPOSED d+ t c;•' /1 4 • HANDICAP SIGN e / -, § W (TYP.) 4 / w ° a J . PROPOSED 4' PIPE HANDICAP STRIPING ti aG� GROUND CONC. PAD &ABOVE ) O UNDERGROUND / ®° GAS TANKS I '.ice' �.• °�• "� t x PROPOSED BUILDING I a) PROPOSED \ FFE=22.90 8 > gg BUILDING j 7,200 S.F. 4 FFE=22.90 11 COVERED (PHASE 1) o Zo 2,000 S.F. CONNECTION TO z R � � EXISTING / ss (PHASE 2) BUI�ING �� o /�// !/ DRIP-RAP HEADWALL / $ z 7= a R R qTz ( e Cc W VADE FP&L E EMENT� — — — — — — 6 HIGH CHAIN�7( -LINK FENCE ": fl. d� u = O _ _ _ cc W —== x ------ _ _ _= T� —_ _---- — --- ------ =' W o F- (D E~/1 o R ` l0 g d DAm ZaW C C)S DRAINAGE DITCH -"AIRPORT DITCH" o \ / ; s d Z jaN ,NORTH 20 OF 70 WIDE PUBLIC R/W i VACATED FOR DRAINAGE DITCH) c 41 O TOB -- — — --- — — — — — — — -- 4 41 N �. — — — — — — — — — — — — — — - - — — — — — — — — — — Y O O _ CALL 48 HOURS BEFORE E YOU DIG IN FLORIDA. ITS THE LAW )BEE) SCALE: 1"=20' 1 MOBN..: 2014-042 SHEET 0 05 0 10 20 4OF 14 I I V o �T9 @ D r I av N E _=o E 0 0 �C E E E E E F E E E E E E E E F E E F I �l E E E E E E E E E E k J/ m 1 ' LOADMO ZONE W2 (PHASE 7( •O O v v!rT0 y O N O m En N DT Ln Ea C O Z O -0 O _ v T N Cn m$nNa7 v•nCDC o r. 2 Z O I E E E f E E E E E \\ n O 1 a E HT10 E E 1 o k E DNm E E/ N O O v E m ch4s E / E =Fno E E E Z E J O E F E E E E E I E E E E E E E F E v E E E -Dni� N E E \ MZ \ II E mCE E E rns --4A Wtn E E Po o \ E p c'iE E E 'EZ E m� E E E E E M E E E E E E E E E E E E E E E E E E E F E E E E I E E E E E E E IE E�E E E E� ` E I E E \ �E I \I \ E \ 9 \ m� m a� N \ $ I 0t \ w ? D L1 N -A \ 2: M m - \ wIn0 50) mizm \ 0> ;D \ ao D \ \ I \ \ I �qSF SOF C1� \_ g9 " 'Oc _ C N ZF c D o= m D gp O - N • • � T I I - yp N m m CJ s TNII EID(11M[M,1lMflH[A WDM THE CONC1r15 AMD pFSGNS MFS[Mf[D MPEIM, AS AN INSTEU4 a Okeechobee Healthcare Facility I° West Wing Expansion D O OKEECHOBEE, FLORIDA A HORIZONTAL CONTROL, STRIPING la and SIGNAGE PLAN (NORTH EAST VIEW) ��15g5iQD�pg®1B �,.(:: ;vein L Dobbs, P.E. 1 yy3e y 3 05.17.17 [MB PFY SED PE .! •Iy� yW(' "711 7 N•lbt7 [MS AODED•A01 `' `• 1 " 01.77-17- CMB RM"PE a • No.- GATE BY `^r 481 �1•�0 < � r:,•°�;`',� Hr +•I . Of\1 0- S •12004•+s l_9 _ I 4* y I M I a J I E \ E LO ADINO 201E M.5 (PHASE L \ 9 \ m� m a� N \ $ I 0t \ w ? D L1 N -A \ 2: M m - \ wIn0 50) mizm \ 0> ;D \ ao D \ \ I \ \ I �qSF SOF C1� \_ g9 " 'Oc _ C N ZF c D o= m D gp O - N • • � T I I - yp N m m CJ s TNII EID(11M[M,1lMflH[A WDM THE CONC1r15 AMD pFSGNS MFS[Mf[D MPEIM, AS AN INSTEU4 a Okeechobee Healthcare Facility I° West Wing Expansion D O OKEECHOBEE, FLORIDA A HORIZONTAL CONTROL, STRIPING la and SIGNAGE PLAN (NORTH EAST VIEW) ��15g5iQD�pg®1B �,.(:: ;vein L Dobbs, P.E. 1 yy3e y 3 05.17.17 [MB PFY SED PE .! •Iy� yW(' "711 7 N•lbt7 [MS AODED•A01 `' `• 1 " 01.77-17- CMB RM"PE a • No.- GATE BY `^r 481 �1•�0 < � r:,•°�;`',� Hr +•I . Of\1 0- S •12004•+s Steven L. Dobbs Engineering, LLC 1062JAKE5 WAY Okeechobee,FI34974 IODMMENTS Phone: (863) 824-7644 1,QTOMINGWETEAND IMPAR• MOMMENTS L 1 I I I �l 1 I 1 J/ Steven L. Dobbs Engineering, LLC 1062JAKE5 WAY Okeechobee,FI34974 IODMMENTS Phone: (863) 824-7644 1,QTOMINGWETEAND IMPAR• MOMMENTS a j CONELICT:6'SAN SEW. TO FND MAG N/D (LB7232) W I EXISTING •'• PASS UNDER EXISTING B" POINT NUMBER 50002 PROPOSED SILT FENCE o �Q�r SANITARY MANHOLE #2 ` R WATER MAINWITH6"MIN. AROUND PROJECT SOUTH LINE H.C.A. RAULER' HELICOPTE1,L� tY1 a I RIM EL.=24.95 CLEARANCE TO PIPE) INSTALL 8"x S'TAPPING PERIMETER O C In LL co (W)INV. EL-23.03 (4') LANDWG� SLEEVE WITH S" GATE SAM /MATCH FND PKD STAMPED '1929'. HOSPITAL (O. R.B. 207 PG. _ to co (E)INV. EL=79.58 (10•) PSD {7 VALVE Exls GEDGEOF BM EL 21.84 NGVD (1929)(TOP/NAIL) (O.R.B. 219 PG. 593) y N: T Y ani (W)INV. EL=19.SB (10•) INSTALL FIRE pAV ENT }' O >° ' •,- LINE ASSEMBLY PER O.UA POINT NUMBER 102 Q X EXISTING +t g ++' '° +ri° = N ,C - - - - - - - - - - - - - INSTALL 3 LF- r PVC --6PECIFlCATIONS - - - - it - - - - - - - _ - l0 0) _ /-SANITARY MANHOLE 31 _ _ _ _ RIM EL.=27.36 ��-��0� ` .y Ex15TIN r' ASPHALT DRIVE DS-12 0 = O I - SAN. SEW. ®D.4% / ° .� Ol CO LIFT STA710Nx (N)INv. EL=18.07 . 4' SS ASPHALT tioa EMERGENCY ROO mora 128LF-18 HDPE EA st / 127 LF-18'HDPE�r - E d O= (E)INV. EL.=18.07 (10') +20. X. 10' SS L c0 u 30 LF- / a \ / O- 5L �� �t+'r�18" HOPE J, -- / + _�� CONNECT PROPOSED v 1-45.00' WDE RECIPROCAL EASEMENT o W .I nh• { PVC SAN. SEW. w a {�NSTW. SEW. "O r ` ° N SL rvHALT (P IVA ) �' A - `P _ `+`- - - ioc un - - - -Ep - - _ _ - _ -..p _ _ -�� °f 1p°0f O.R.B. 258 PG. 756-\1° A 1 - -- EXISTiNO MANHOLE ¢ r { {° vrt ++ ' DRIVE (PRIVATE) INV. EL= 19.58 _ -- ----PROPOSED - ^ OKw -S_ + _ r DS-10 70 LF -18' HOPE SL FX. I O" € ASPHALT PROPO§FD CLEANOUT 40 LF tg•HnPE DS 11 I �FpC� SS tµSL -Cff7G10UT J INV. EL=18.8f B.FP SL �� INV. EL: 19.59 S-0 °i c -c Cq+C. PA `D } 9A t` µ SL �'-� z1P c c triEATUEHT S I ` ° w J f •' 15' HDPE ,i CLEANOUT INSTALL6' PVC tt LNV. EL= 20.04 FIRE LINE w ow.a-- g _ 1 INSTALL 56 LF- 8• PVA, INSTALL 25' o CONFLICT• _65[�ry•� ,P r�.6AN. BEV" 0.4% WATERLINE = I EXISTING SAN.6EWER OVER I 7' t EXISTING 1 1+ ao LF-TYPE m I PROPOSED STORM URB INV EX SS=179 SANITARY MANHOLE �3 A ` . 4 A � CONFLICT: S" SAN. SEW. u� TOP STORM= 16.5 y RIM EL.=27.64 L +• TO PASS OVER STORM (E)INV. EL.=19.44 (10') O •> I `INV. L.=19.38 4r � PIPE WITH B' MIN. O E $ ' CLEARANCE (PIPE TO PIPE) I (SE)INV. EL=UNKNOWT: st + CONNECT PRO POS ED 2" 3 }u 35 LF _ CONCRETE A!G 8 SUMP I FORCE MAIN TO EXISTING 4 I <o j 18" HDPE } I RVPXSEE MECH. PLANS) O +' S. 3 MANHOLE INV. EL= 19.54 1 !R 41 CONNECT SUMP STOSTORM d I +�sPt+s° SYSTEM VIA 4•PVC(TYP) n GRATE ��*'�+tti° w� yar I 2 10'REFRIDGERANT DX O trot CONDUIT (SEE MECH. PLANS) CB ' 24 LF - °c+- '✓ n' I ttfi j1 ; Z , S- S te' 18' HOPE t O p ¢ I z o sAwc /MATCH s AOPOSED BUILDING EXISTING EDGE OF D n - cI 1a ' F.F.E?22.90 r / n "4,700 S.F. C ERED / I I {)��2oLF- ° (PHASE 1) _ % ENTRY II �v�a 2291 z r✓ 1g' DPS - I (UNPLATTEE .s? tg 7 ' LATTED) R. B,­ m �� DETAIL'A OCCUF [it • Ig (OCCUPIE ,` KE C' OBEE �. Y s I II HEALThgb$ •$ = v HE+�7eyZAnL FACI I \ `+� P D 148 LF 8'HDPE -\ I .jam O .`� 'I/�/ • ' � I ��• a' A/C DRYWELL LOCATION OW.) (SEE MECH. PLANS) YYYY"'"`"1IIFY"f 1 \+RP OPO6ED CAS UNE DS- (BY OTHERS) g =1 I 0 II SCALE: 1°•=20' 46 �- I I D tD 20 40 t ' ' p0 , °91"°""^ \ 18"HDPE 34 LF- T- Py f +ts 18'HOPE O V� 56LF-18'HDPE y+ I II T 1.•.1 ��4 / I I TRANSFORMER u •+'.'��� aT� `` \ 4 F SEE l 31,E 111 ON CONC. PAD g C u ' DETAIL A" 35 18' HDPE 10" REFRIOGERANT I I r - _ \ IDU R (SEE I DIESEL FUEL _ in �,pt=v .n XCO MECH. PLANS) 1! 9 I I STORAGE TANK 1 ^ {' °� ON CONC. PAD -p mYA 18�'HOPE c 117 Lu +. __-_______�_____�_____��_ WClli/MATCH t`� TING EDGE OF OS7 FND. PKD I I GRATE EL.-20.66 __��______ PAVEMENT , PROPOSED t Ij - + � RAMP + 7 _� a •.. i 1557 TRASH - ________�__ -/( 12 ) _ I -__ - -------- + -- ------EXIS--= i a to Ua j FACTOR -- V. EL=17.88 QQ¢� { BOLLARDSQB'� I LB 21 1+!1 (S)IN V. EL=17.81+tod ��NG EDGEOFt` o LL O Z � _m Z .�.. � ���- - _ � •-/ PACE - L � __�_____� _ CVC (6 TOTAL) � I t,'6 I I �P- .�PA�VEMENT `�- 1 � L •� � � � Z 43\� ® E XISTING 15.00' WIDE FP&L EASEMENT r` 6110 �II� x X `EXISTING 1�.OD WIDE FF Y. ao a3 T'_ --- --- --- I _-----------� - ___-- ___= Leo=O�= o- x c�} _--------- ---- -- ,F-L� TOB LOIJJ w ZF_� I3 ------ TOB i II f w to 0-L n o� I uI $a3Wa�3 R '^ DR DITCH _- __ dl w _---------- 0 N O C v w ,r I Z 13.0, PROPOSED �66'X 48'CMP (NOR R � V 3 Z� O PROPOSED BUILDING 5'CONC. / W/ RISER VACA7 I O 24 E' ,e F.F.E.-22.90 STOOP TOB - - _ �'+ �- -/ 3 O °r A' S CONC. i Y Q ® cuRB �. SIDEWALK PROPOSED M (PER-OKEECHOBEE", PB. 5, PG. 5) O a EXISTING CALL 48 HOURS BEFORE eK f� BUILDING - - e4 YOU DIG IN FLORIDA, R'S THE LAW EO.P. 4e +�� a F.F.E. - 22.90 1 Y . 14TH S TREE T 24•YARD CONCRETE EL 521.8/ a2zs Q+' - - I DRAINGRATE SIDEWALK - EL-22.30 (NORTH 20' OF 70' WIDE PUBLIC R/W VACATED FOR DRAINAGE DITCH) NOTE: 60D LIMITS OF SECTION (NORTH 20(VACTED PORTION OF R/W) OWNED BY CITY OR COUNTY OF OKEECHOBEE) IOBNo.:SH X14-042 SECTION A-A SECTION F-F N.T.S. N.T.S. O7 OF 14 s� s Okeechobee Healthcare Facility a West Wing Expansion c C OKEECHOBEE, FLORIDA a PAVING, GRADING, DRAINAGE and UTILITY PLAN IA (NORTH EAST VIEW) Ln o N D r l0 SFMF/D� pRlvg4 9 Y '�•1 9 A c� AyEcyyGBEBo Sa+sC�r ven L D6b061 P.E. 4 - OS17.11 CMB REVIfEO Pf MAY 18 2017 04-11-17 `M° REVISE= 3.,-Bt•IY17 MB ADD[DfAI f, j' ._ l � -OI�=7.17 CMB IIEVIfED PE No. I DATE .BY 481 :s{j:1u /PS a L4 M Z Kv !9 -I Z =1 v O �s ).;I i wo 1-6 m v I" �m •9.. y m O t P S r r �L P 0 �I Q 1 F- ERT 'LINE 9'y ya m C, •ty �y" _ z m a V1 tlN., 6'YoSiG'inGaGt.',".o`Dm..m a p< •< K S�!< •<~ < P » A A P A as aI;Z�������iaaa EjaaaaZ� a'a`a'a a'aa'a' O 9 �i-�rrs�?rrNF'r "'�i-r�rrm g8 g88888'�'8fficggki2S$'8gg'BS� z $88$ 88882 G 8888888 88 K� zj8 8888 88 888 8888 33 c �a m d S �w;oww�vEw lei � 08888888 88 8 Ads s19>3!Iwt9ww 8DV Vaa�< 29a>>>9eAaao ;o�9aa aaaaaaaa��Zri�az >? a. o a e>> a. o ' o �P^Y N FAY P!'Y YYY�Yt'r~�YP'Y 888888SS8888ga8136888$� 0 8 88 888 888 8 Z� G r. r. 888 88 8 888< s 88 8 X8888 E 888 88 8 888 Steven L. Dobbs Engineering, LLC 1062 JAKES WAY PAME Okeechobee, FI 34974 NC"ART Phone: (863) 824-7644 1 EMISTIND WETLAND IMPACT+-. .z DMMENTS C < Z D a n r D D Z O i 9 O 0 0 mom ACm v I" �m •9.. y m O r �L P 0 �I Q 1 F- ERT 'LINE 9'y ya m C, •ty �y" _ z m a V1 tlN., 6'YoSiG'inGaGt.',".o`Dm..m a p< •< K S�!< •<~ < P » A A P A as aI;Z�������iaaa EjaaaaZ� a'a`a'a a'aa'a' O 9 �i-�rrs�?rrNF'r "'�i-r�rrm g8 g88888'�'8fficggki2S$'8gg'BS� z $88$ 88882 G 8888888 88 K� zj8 8888 88 888 8888 33 c �a m d S �w;oww�vEw lei � 08888888 88 8 Ads s19>3!Iwt9ww 8DV Vaa�< 29a>>>9eAaao ;o�9aa aaaaaaaa��Zri�az >? a. o a e>> a. o ' o �P^Y N FAY P!'Y YYY�Yt'r~�YP'Y 888888SS8888ga8136888$� 0 8 88 888 888 8 Z� G r. r. 888 88 8 888< s 88 8 X8888 E 888 88 8 888 Steven L. Dobbs Engineering, LLC 1062 JAKES WAY PAME Okeechobee, FI 34974 NC"ART Phone: (863) 824-7644 1 EMISTIND WETLAND IMPACT+-. .z DMMENTS 2}' FR4i1!ED GRADE N U OVERLAP Y MIN. te•HOPE i- "IF -2"-I 1 ` iNv.ls3o 1T SEE wrE Nas D --lam TAc-'a,—o y r �-, a, to 34 rd PGE �1 ii61M 1LSTp4 iN M !DIST (Dpi O�L JOINT A T -I I_ m M1tMAwK 22rrR1 s RDQAIS tI�-11-II �w m V s rV - b ii NT LL 00 �L MO[� SNrAL R rl �n SPRING Nrr1AL BACKFP.L EMFiDY i 'IO AA MIu1 —Kat 6 KAY to fr1 it �� uATEnvL ln¢i As urrctK+lAn r` AA1xm E It�1 Q l0 S A, T"4' '»• aErolrLuuriciuc 1 TIL 3 - yLW, O 12 6"-,YROC1t$ io 1'I' LY I��{ PIPE O HWNC!&G Y - 111 W LD U Q) 3 O 17 1.\U` 16 THCK GEOTEz tJ55 Y' PLAN r} �' l'- ` —ED, ay> J Yr C O Ol O 6 �y,. IeYJER ALL RWRAP n X. WECJ1i sy5 tB5. \ (i 0 0 0 0 0 0 0 0 0 � 1 `e U1. FOUTAATgN lTJ ■ }� ISOMETRIC VIEW c 1}. / ` '. - /J (REOlME01 0000 OO 00 0000y� C 8 W 0 D. 7i7 8 NOTES � 00000 Opo 1 py s o C VARIER PIAN VIEW S ; ( GMTE1 I '—F PIVE M_ CERTAI.D SOL Cwnrtxeb APollwAT,oN UAr Is Opo Opp yfii k� JOINTS WOVEN OR NONWOVEN R ` g .J Y� ®� yNp�T I ppo Op q y P ( 28FDpING6RE0AtED PR1UARLY TO BRtn TIE TREIICH O Opo FILTER FABRIC ' M d `" uaFp°A'RU Arn AOEc1;ATanmAXNPi s: wRr unE THE / / _ 11 17 17 TYPE D-3 '� 1 EYE BOLTS t a a (SEE INDEX 199) N T « p Q If b SEE wDOt F' Mirt ArcNoa vt a a I. HAUA1wG NArQiuLSHAU BE NAIn PIiLED TO THE 5�.�1" z ABa�E GEOIE%TIIE SPRWGLNE OF THE POE LUIEakLSHALL BEOCLIDATED e CanBaX 1'DEEP JABAR6 IAIDER TIIE PGE M9 HAtD TAMPED TO FROJIDE AOEOUArE SRER K 6'-IYROCXS GIYCTR6. SECTION 1Zm YIEEPHOLE STRAIGM BAR5211 SIDE PIPPpaT. �op1A�ImtN [•LATERO ¢NWurtmS9WED gg SECURING DEVICE rFra :K W4tOCKARTER RETK:UUNE BARS 1}'.� AwTIW.aIG FRl MATERIAL 6NALL BE HAIn RAGEOTOIY T CD VTM tCONI0LIL To IVY IKiL 3 A90YE THE roPOF wPE THE soL sHAu waPAGTEo. A'p'L ELLIPTICAL PIPE FABRIC BANOs +}.}' o STREANBED le' HDPE INV. 163° APPROX WEIGHT 215 LBS. 5. BACKFILL SHALL � CONPACTED TO,00%DF NAK ceN$nY IOTO O wrc R 10T INDOt A,vm[D HAVOOTT, RECOMMENDEDMAXIMUMPGESIZEASMRAA6HT°T3.TOAPdYT]1r BEL McPO6ED MiOPRL 9Y11 Y anttrnm m A IDb![A o OEOTEX 135S Jd'WALL-24'PIPE PrI GRADEORE%,SnN:G —np ,EFNA -0F AFP ATFL D— m TINT Q M SOIL UNDERALLRIPRAP NOTICE: &cKFAt Sr LL EECORPACIE°T00%OFM DE1 rTYAS TO M tM raKK VARIES 1.)STEEL GRATES ARE REQUIRED ON INLETS 2)ALLINLETSVALLBECASTTOPROADEAI8' MAAA6HTOTAw,- THTRAVERSABLESLOTS AND ON INLETS SUMP BEUYN LOWEST CULVERT INVERT e. Mr. -TEST Irl EE -.ED AT AHEAB DETERIJ." 6Y JOINTS wTCROSS SECTION OF YAIERE Bk:VCLE TRAFFlC IS ANTICIPATED. THE UTIUTp pY;c.' 3t OR FERMR AGEIY\'HAvtC AdtI5D4'TKM TYPICAL TRENCH DETAIL AT—co—DR—E. M 1r 1r WOVEN ORNON4AIOVEN RIPRAP PLACEMENT FILTER FABRIC PRE -CAST TYPE'E' CATCH BASIN BACKFILLING REQUIREMENTS N.T.S. a M.. Min. / N.T.S.Hrs. / SECURING DEVICE 4 ROUND PIPE 8' UMFSTONE OR COQUINA PIPE SECTIONS BASE COMPACTED TO 9e% `o 112 TYPE SP 95 MAX DENSITY PER AASHTO 1N UMINUMR LUrnON S 0 COST OF FILTER FABRIC JACKET TO BE ASPH4LTO CONCRETE T-180 METHOD. ,�- EL•N.20, BOTTOM ¢ =te 30 z INCLUDED IN COST OF PIPE CULVERTS BASE SHALL MEET LBR 100 r� 90LTED e" DN CENTER vn C i FOR ALL PIPE TYPESIre"ALUAMA.1P LSCNEEN u/3pNRY BOLTS SEALED - PMFTT 6YIA20L COLORS SELECTED W+RAM NEK SEALER. 3 FSELECTED PER OKEEGHOSEE FILTER FABRIC C JACKET U p HANpGPPED BION GRATE ¢ • 2120 CONTY PARKan C00E p HANDK.\PPED SYMBOL 't 3 WHEELSTOP I I O I N-ALUMMUMPOLLUT,ON p RETARDING BAFFLE y = 6' WHITE STRIPE 17STABIUZED SUB -GRADE FBV I OI '-DIAMErEA /-` INV EL 1)W 25 OF 75 PSI COMPACTED TO 9EM g b 2 B�E. eRACE �K 20' Overall Stall Length MAX. DENSITY PER AASHTO (�\avC/' T480 METHOD. SUB -GRADE r S0. ALUgNA, POST I I SHALL MEET LBR 40 FWSHAS PER SPECIFIC TION$ IB'A05 t41x I I \� fi J- DIAMETER Wheel Stop HMJpGPPED SYABIOL \\ �� MEEOMORIFACE or Face Of Curb PAVEMENT SECTION DNSHEDGRADE INV. EL„6.50 I INV. ELNa20 EARI,1 iff SLAB STOP¢. COLORNEW PAVMT. 17 SAWCUTCOt1^R iaDnfA CALOR AS PER SPECS.RBASE EXIST, pgV•MT. 1711' STRUCTURE •� G G �. 6' WHITE STRIPE --� HANDICAPPED PARKING SIGN HANDICAPPED PARKING J7 HT.s, ..Ts, SIDE VIEW FRONT VIEW _ Edge Of Pavement or -- -- J Note: All Paved Parking Stalls are to be double striped. Back of Curb I • L a TYPICAL PARKING STALL MST.PAV'MT.&BASE HANDICAPPED PARKING SIGNAGE/STRIPING DETAIL CONTROL STRUCTURE CS -1 FOR PAVED AREAS SAW CUT DETAIL TYPE "C” INLET (MODIFIED) PROPOSED i:: 30' CONCRETE 11• 20' BUILDING 40 2R LOADING DOCK ASPHALT DRIVE 6' " J 'C p� CONCRETE F.F.E! 22.90 1'-0" DRIVE 2-ii5X18" LONG 1'-0" V ``< STEM WALL eP f MATCH EXISTING 5' MIN. o rp 4' THICK CONCRETE 2500 P.S.I. INTO PAVING Qi ®e(.y tp (BYOTHERS) �'� ��> OM1. Chi GRADE r' o �+ °- c� 6' COMPACTED SUBGRADE TO NOT W CONCRETE 1L- ----- DETERMINED BY AA111 LESS THAN 95% SHTO T-180 OSITYAS STEM WALL a L,Az (BY OTHERS) --------- - _-___---- I. E. 17.7D I TYPE'E" 2a•YARD 30 -HDPE CARRIER 18"AOS DRAINAGE ' INLETGl2ATE DRAINGRATE PIPE I,p.24.22 PIPE O.D.. 22.0 TYPICAL SIDEWALK DETAIL EL. 19.40 18"HOPE@ EL -21.40 N.T.S. TYPICAL WHEEL STOP N.T.S. INV. EL 15.00 SECTION C -C DETAIL "A" PARKING/PAVEMENT W SIDEWALK N.T.S. W COM. N.T.B. Y Owdurp C _T Z V DRIVE 2-85X18• LONG (Q b INTO PAVING o LL p ROUNDED - CONCRETETOP 6' •°`.-l. ,'` i m �' J 7' LONG K 6" DIA 20' CONCRETE 39' ASPHALT RAMP ` W u Q STEEL PIPE FILLED MONOLITHIC CURB SIDEWALK 24'DRIVE / TYPICAL WHEELSTOP DETAIL LOADING DOCK z = C = Ly WITH CONCRETE (SEE BOLLARD NOTES: (TYPICAL AT PARKING) N.T.S. FOR PAVED AREAS w NOTES) 1. THE MINIMUM WALL THICKNESS OF THE PIPE SHALL BE 0.188'. PROPOSED BUILDING N.T.S. 2. All POST55HAlL HAVE 2COATS 0F YELLOW TOPCOAT, UNLESS F.F.E.-22.90 6C 3 H YO 24" DIA CONCRETE OTHERWISE NOTED. 0 d BASE 4vA9 �- 2.0% c •_ 4.SY. 3. THE PRIMER COAT SHALL MEET REQUIREMENTS OF FDOT 971-5. a pgDVEGMENT EDGE OF PAVEMENT 4 4. ALLCONCRETE SHALL BE FDOR CLASS I. 36' (TYP) �[ TYPE "E• `9 -C� INLETGRATE wT` CALL 48 HOURS BEFORE O } ' /\��\�/.� EL. 19.40 6'MIH E YOU DIG IN FLORIDA IT'S THE LAW Z, i 24'VAOTE STOP EMIN BOLLARD DETAIL SECTION B -B N.T.S. N.T,S. I • ' DBND.: STOP SIGN LOCATION DETAIL O1Flo ^• ^� SHEET 042 1D OF 14 a f PROPERTY UNE CHECX VALK VALK PRE4AIRC� TEST LIuiT r PAVEMENT CENTER ! mAL� ENDS (llP) CORP STM m /NSLAtUII P OF SERNCLS UACR C>�TIw OR PROPOAD AVOOR AIO RYHTS (F MAY, VISTA- WIVAr T SIE- If i T.... !• PVL) SCN b PA: OA IDPE f.L9No (LYIRPORARON STOP Is RE -) A Y NOTES. 1. SUfS% TAPS NT0 TME ATEA YArJ1 SHALL BE TACED PUYIIY Of B APAA T. TAPS SPACm BETWLOi B ro ♦ SNA11 BE OFTSET TO GCM SIDE Oi M YNN,OR KTSET u'. 2 PROPERTTXIME- YEAR BDA 91A�LLI FNOT BE PLAttDo- TOOm R4�DEE .W( OR DMKWAY ARDS. SLTTNCE ONES SHALL MOT BE PUC= VNDER DwVEY.AYS J. ARNCC CONNECTION IUBMc TO BE POLYETH1tENE AND 4A%IMUY lE'H0111 Oi 100•. !. ALL S ! 1• PETERS REOLRRE A 3/! ' t 1• EGGING -E ETOL VALVE RESPECTIVELY. S AfTFIt YETFR MSTAWnON, PSTALL LINE VA W M asTDL1ER SEANCE TINE. G. DMENAON •A• Y J/!` ME1ER) e' 1 PETER) T. CONTRACTOR TD PROVIDE . MSTALL ENNtE WATER SERVICE 11P TO ANGLE STOP uKLUDWc uEIER Box S aA TO PRONOE AND -I- YEIFR P. an TO NW- N --E aAL CMECY VALK (RE900lnAL). l0. WA TO INSTALL 60 1- VA t BO% QI CUSTWER MOE OF PETER ■ISTALLAT- • Je• LLe1. M STATE ROAD It/w ! UNDER ASPHALT OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REION TYPICAL SERVICE CONNECTION (UNDERGROUND) PACE No VIS OCT. 2015 1 FOR 5/8" Y 3/4" OR 1" METER D1 NOTES. 6J StC TION tl-tl (h lKt LINL) 6J ALL RPE AND FRTNOS SMALL BE CLASS S] DUCRE IRON CEMENT UH m. 2 MCOIANIGL -.T RTiMGS SMALL BE REOIMEO IROERfAO1MD AND FLANGED FRTNC5 FOM ABOK G WND U2 J. PAM M ERIBd GROUND TME ASSOOLY, N ALNR TE w1H aA STANDARDS OOONOT NOPNM OVER -E/--PUTS OR IHSS NITMGS CMIRACTOR ro R6tALL PPE SUPPORTS AS 11[IDm. S ON CONTRACTOR BMA- PURCHASE M[ YEltlf ! ■ACXFLOw AR59LeLY (ROIL 0.UA e. W T COUPLEIL A IN 71, AND PLACED INTO SFMT M O.U.A R1- Owi RMD YNHTAM PPMO UP THE FBLiT VALK ON M FYtE TME NO M POTABLE NE IFIL AAID POTABLE TO O M PRIMMEFLOVL OPCRTY WMCA OPEMIE AHO V— VIRE LNC BACKFLOW ANO DRE ME TROY THAT PdNi. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SERVICE AND FIRE UNE ASSEMBLY D6 METER, RP BACKFLOW & ISOLATION VALVES CONTRACTOR CHLORINATION & GAUGE PRESSURE INJECTION POINT T VENT TO ATMOSPHERE w/ VALVE SOURCE WATER FOR CHLORINATION & PRESSURE TESTING :ORPORATION STOP w/ DOUBLE STRAP SADDLE (typ) \-EXIST. OR NEW —NEW GATE VALVE EXISTING GATE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP REGULATIONS, AWWA STANDARDS AND WA REQUIREMENTS. 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFCATION OF TESTING TO QUA PERSONNEL 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED. 4. PROVIDE ALL NECESSARY THRUST BLOCKS DR OTHER RESTRAINTS. 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH APPROVAL OF ENGINEER AND/DR QUA. 6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING OF NEW PIPING SYSTEM. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS &DETAILS REVISION PAGE No OCT. 2015 FIWNG, DISINFECTING AND TESTING DETAILS DID WATER Y. A YIN. rvc NOTES. 1. SALFTL PONE 9VAAD BC ON A SDIKZ UMC OR FOtE MYDRAM 6 POS�IE. 2 SALPIE PONE 10 BE f1E110VED BT LaNrvAOtoR NTEII PROSCT 6 ACCCPim OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SAMPLING POINT (ON MAIN) D7 N (,i J va 0 D 0■w) ?: a ■ i LL F` Y N K1 = (D CO 4lLDU s =oDC '��°a - -NW 3 2 2-1/z- z J/! ` XTDRAHr ADAPtoR O J/! �a L3/A LOC MG law, BNL VALK FMSM GRADE 0 ➢ g >r 0 BALL VALVE AND CAP OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OPERATOR NUf rnaND IETn PAGE No OCT. 2015 SAMPLING POINT (ON HYDRANT) DB NOTES. 6J StC TION tl-tl (h lKt LINL) 6J ALL RPE AND FRTNOS SMALL BE CLASS S] DUCRE IRON CEMENT UH m. 2 MCOIANIGL -.T RTiMGS SMALL BE REOIMEO IROERfAO1MD AND FLANGED FRTNC5 FOM ABOK G WND U2 J. PAM M ERIBd GROUND TME ASSOOLY, N ALNR TE w1H aA STANDARDS OOONOT NOPNM OVER -E/--PUTS OR IHSS NITMGS CMIRACTOR ro R6tALL PPE SUPPORTS AS 11[IDm. S ON CONTRACTOR BMA- PURCHASE M[ YEltlf ! ■ACXFLOw AR59LeLY (ROIL 0.UA e. W T COUPLEIL A IN 71, AND PLACED INTO SFMT M O.U.A R1- Owi RMD YNHTAM PPMO UP THE FBLiT VALK ON M FYtE TME NO M POTABLE NE IFIL AAID POTABLE TO O M PRIMMEFLOVL OPCRTY WMCA OPEMIE AHO V— VIRE LNC BACKFLOW ANO DRE ME TROY THAT PdNi. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SERVICE AND FIRE UNE ASSEMBLY D6 METER, RP BACKFLOW & ISOLATION VALVES CONTRACTOR CHLORINATION & GAUGE PRESSURE INJECTION POINT T VENT TO ATMOSPHERE w/ VALVE SOURCE WATER FOR CHLORINATION & PRESSURE TESTING :ORPORATION STOP w/ DOUBLE STRAP SADDLE (typ) \-EXIST. OR NEW —NEW GATE VALVE EXISTING GATE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP REGULATIONS, AWWA STANDARDS AND WA REQUIREMENTS. 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFCATION OF TESTING TO QUA PERSONNEL 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED. 4. PROVIDE ALL NECESSARY THRUST BLOCKS DR OTHER RESTRAINTS. 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH APPROVAL OF ENGINEER AND/DR QUA. 6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING OF NEW PIPING SYSTEM. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS &DETAILS REVISION PAGE No OCT. 2015 FIWNG, DISINFECTING AND TESTING DETAILS DID WATER Y. A YIN. rvc NOTES. 1. SALFTL PONE 9VAAD BC ON A SDIKZ UMC OR FOtE MYDRAM 6 POS�IE. 2 SALPIE PONE 10 BE f1E110VED BT LaNrvAOtoR NTEII PROSCT 6 ACCCPim OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SAMPLING POINT (ON MAIN) D7 N (,i J va 0 D 0■w) ?: a ■ i LL F` Y N K1 = (D CO 4lLDU s =oDC '��°a - -NW 3 2 2' &ICK MVM wiM RANQ OR uNwN 12' s_ LOOtM- ONCE (ITP.) �a eAQnDw PRCWTIR L[lFR law, 6 0 ➢ g >r vKK BW[ v/ BALL VALVE AND CAP Y mUARE (TYP. OF 2) OPERATOR NUf rnaND IETn O/ROY Inc i YAN LIZE m Orslatof o BURIED BALL VALVE BY QUA � OFVFIIIPQ S NOTES: \/ 1. AIL PIMNO i5 PETER SEIG ZUOZ 2. ALL P— Is BRASS wni THREADED FRTINLS + S Tests CCTNL M ALSO APPUOABLE To S/B• . 3/4' ANO 1• SEANCE VRERE A BA 0. PREVETIT DEVICE 5 REOUIRm, EXCEPT THAT PETER WRL BE MSTALtED M METER BOY. !. METERS AHD SACYR(- PREVEMER ARE TO BE PVRQIASm FROM WA OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISIONPAGE 1 i/2 " AND Y METER/BAC ASSEMBLY No OCT. 201 5 (ABOVE GROUND) D) D3 NOTES. 6J StC TION tl-tl (h lKt LINL) 6J ALL RPE AND FRTNOS SMALL BE CLASS S] DUCRE IRON CEMENT UH m. 2 MCOIANIGL -.T RTiMGS SMALL BE REOIMEO IROERfAO1MD AND FLANGED FRTNC5 FOM ABOK G WND U2 J. PAM M ERIBd GROUND TME ASSOOLY, N ALNR TE w1H aA STANDARDS OOONOT NOPNM OVER -E/--PUTS OR IHSS NITMGS CMIRACTOR ro R6tALL PPE SUPPORTS AS 11[IDm. S ON CONTRACTOR BMA- PURCHASE M[ YEltlf ! ■ACXFLOw AR59LeLY (ROIL 0.UA e. W T COUPLEIL A IN 71, AND PLACED INTO SFMT M O.U.A R1- Owi RMD YNHTAM PPMO UP THE FBLiT VALK ON M FYtE TME NO M POTABLE NE IFIL AAID POTABLE TO O M PRIMMEFLOVL OPCRTY WMCA OPEMIE AHO V— VIRE LNC BACKFLOW ANO DRE ME TROY THAT PdNi. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SERVICE AND FIRE UNE ASSEMBLY D6 METER, RP BACKFLOW & ISOLATION VALVES CONTRACTOR CHLORINATION & GAUGE PRESSURE INJECTION POINT T VENT TO ATMOSPHERE w/ VALVE SOURCE WATER FOR CHLORINATION & PRESSURE TESTING :ORPORATION STOP w/ DOUBLE STRAP SADDLE (typ) \-EXIST. OR NEW —NEW GATE VALVE EXISTING GATE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP REGULATIONS, AWWA STANDARDS AND WA REQUIREMENTS. 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFCATION OF TESTING TO QUA PERSONNEL 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED. 4. PROVIDE ALL NECESSARY THRUST BLOCKS DR OTHER RESTRAINTS. 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH APPROVAL OF ENGINEER AND/DR QUA. 6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING OF NEW PIPING SYSTEM. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS &DETAILS REVISION PAGE No OCT. 2015 FIWNG, DISINFECTING AND TESTING DETAILS DID WATER Y. A YIN. rvc NOTES. 1. SALFTL PONE 9VAAD BC ON A SDIKZ UMC OR FOtE MYDRAM 6 POS�IE. 2 SALPIE PONE 10 BE f1E110VED BT LaNrvAOtoR NTEII PROSCT 6 ACCCPim OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SAMPLING POINT (ON MAIN) D7 N (,i J va 0 D 0■w) ?: a ■ i LL F` Y N K1 = (D CO 4lLDU s =oDC '��°a - -NW 3 2 s_ g �a GaPUNO law, r` 0 ➢ g MECHANKAL JOINT TEE - 3 vAau3 P—. ro BE YECH CAL JDNT RESIRNNm B -- I111WINIb, Inc i \\ o N ! 1/2 ' PUMPER NOIIlF S �C \/ 'RILING DR PAVDLENT SURFACE -T ZUOZ a �� � i1NL5HED GRADE + • z II � II_■_IMI=11_■_II 11 F u p //W VJ 3 om0'� � ALwU O ZY W� <m�U JO L0.Urw yQWo: I- I oa a�Nm av QmN U VIZy1= \<mjz �m _<io C,1JJ�NZ N ^�DInQ ' Piv OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION 2015 I FLUSHING DETAILSD9 �IA.E�N,OCT. NOTES. 6J StC TION tl-tl (h lKt LINL) 6J ALL RPE AND FRTNOS SMALL BE CLASS S] DUCRE IRON CEMENT UH m. 2 MCOIANIGL -.T RTiMGS SMALL BE REOIMEO IROERfAO1MD AND FLANGED FRTNC5 FOM ABOK G WND U2 J. PAM M ERIBd GROUND TME ASSOOLY, N ALNR TE w1H aA STANDARDS OOONOT NOPNM OVER -E/--PUTS OR IHSS NITMGS CMIRACTOR ro R6tALL PPE SUPPORTS AS 11[IDm. S ON CONTRACTOR BMA- PURCHASE M[ YEltlf ! ■ACXFLOw AR59LeLY (ROIL 0.UA e. W T COUPLEIL A IN 71, AND PLACED INTO SFMT M O.U.A R1- Owi RMD YNHTAM PPMO UP THE FBLiT VALK ON M FYtE TME NO M POTABLE NE IFIL AAID POTABLE TO O M PRIMMEFLOVL OPCRTY WMCA OPEMIE AHO V— VIRE LNC BACKFLOW ANO DRE ME TROY THAT PdNi. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SERVICE AND FIRE UNE ASSEMBLY D6 METER, RP BACKFLOW & ISOLATION VALVES CONTRACTOR CHLORINATION & GAUGE PRESSURE INJECTION POINT T VENT TO ATMOSPHERE w/ VALVE SOURCE WATER FOR CHLORINATION & PRESSURE TESTING :ORPORATION STOP w/ DOUBLE STRAP SADDLE (typ) \-EXIST. OR NEW —NEW GATE VALVE EXISTING GATE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP REGULATIONS, AWWA STANDARDS AND WA REQUIREMENTS. 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFCATION OF TESTING TO QUA PERSONNEL 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED. 4. PROVIDE ALL NECESSARY THRUST BLOCKS DR OTHER RESTRAINTS. 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH APPROVAL OF ENGINEER AND/DR QUA. 6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING OF NEW PIPING SYSTEM. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS &DETAILS REVISION PAGE No OCT. 2015 FIWNG, DISINFECTING AND TESTING DETAILS DID WATER Y. A YIN. rvc NOTES. 1. SALFTL PONE 9VAAD BC ON A SDIKZ UMC OR FOtE MYDRAM 6 POS�IE. 2 SALPIE PONE 10 BE f1E110VED BT LaNrvAOtoR NTEII PROSCT 6 ACCCPim OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SAMPLING POINT (ON MAIN) D7 N (,i J va 0 D 0■w) ?: a ■ i LL F` Y N K1 = (D CO 4lLDU s =oDC '��°a - -NW 3 2 s_ �II■ ►•I■iti,t� �� �� O O, :% `iPLAN GaPUNO law, r` 0 ➢ g MECHANKAL JOINT TEE - 3 vAau3 P—. ro BE YECH CAL JDNT RESIRNNm B -- `✓� ! 1/2 ' PUMPER NOIIlF S i—,C /S p CTm. AND Two z -1/z' HosE Noz2LEs. ; . 'RILING DR PAVDLENT SURFACE -T i S a �� � i1NL5HED GRADE + • II � II_■_IMI=11_■_II 11 NOTES. 6J StC TION tl-tl (h lKt LINL) 6J ALL RPE AND FRTNOS SMALL BE CLASS S] DUCRE IRON CEMENT UH m. 2 MCOIANIGL -.T RTiMGS SMALL BE REOIMEO IROERfAO1MD AND FLANGED FRTNC5 FOM ABOK G WND U2 J. PAM M ERIBd GROUND TME ASSOOLY, N ALNR TE w1H aA STANDARDS OOONOT NOPNM OVER -E/--PUTS OR IHSS NITMGS CMIRACTOR ro R6tALL PPE SUPPORTS AS 11[IDm. S ON CONTRACTOR BMA- PURCHASE M[ YEltlf ! ■ACXFLOw AR59LeLY (ROIL 0.UA e. W T COUPLEIL A IN 71, AND PLACED INTO SFMT M O.U.A R1- Owi RMD YNHTAM PPMO UP THE FBLiT VALK ON M FYtE TME NO M POTABLE NE IFIL AAID POTABLE TO O M PRIMMEFLOVL OPCRTY WMCA OPEMIE AHO V— VIRE LNC BACKFLOW ANO DRE ME TROY THAT PdNi. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SERVICE AND FIRE UNE ASSEMBLY D6 METER, RP BACKFLOW & ISOLATION VALVES CONTRACTOR CHLORINATION & GAUGE PRESSURE INJECTION POINT T VENT TO ATMOSPHERE w/ VALVE SOURCE WATER FOR CHLORINATION & PRESSURE TESTING :ORPORATION STOP w/ DOUBLE STRAP SADDLE (typ) \-EXIST. OR NEW —NEW GATE VALVE EXISTING GATE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO FDEP REGULATIONS, AWWA STANDARDS AND WA REQUIREMENTS. 2. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTIFCATION OF TESTING TO QUA PERSONNEL 3. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTING HAS BEEN COMPLETED. 4. PROVIDE ALL NECESSARY THRUST BLOCKS DR OTHER RESTRAINTS. 5. FILLING AND FLUSHING LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND WITH APPROVAL OF ENGINEER AND/DR QUA. 6. MAIN LINE VALVE TO BE OPENED BY QUA PERSONNEL ONLY AND OPENED FOR CANNON FLUSHING OF NEW PIPING SYSTEM. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS &DETAILS REVISION PAGE No OCT. 2015 FIWNG, DISINFECTING AND TESTING DETAILS DID WATER Y. A YIN. rvc NOTES. 1. SALFTL PONE 9VAAD BC ON A SDIKZ UMC OR FOtE MYDRAM 6 POS�IE. 2 SALPIE PONE 10 BE f1E110VED BT LaNrvAOtoR NTEII PROSCT 6 ACCCPim OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 SAMPLING POINT (ON MAIN) D7 N (,i J va 0 D 0■w) ?: a ■ i LL F` Y N K1 = (D CO 4lLDU s =oDC '��°a - -NW 3 2 �-s I/! • vALK uFmtstuneEn soa tt HID T AIA- BE MSTALIED RVYB AND ME. 2 M YODEL COLOR TO BE SAFETY YELLOW. HYDRANT MALL BE PER WA REaw1EUENTs S VALK SHALL DE PLAEED AD.YttNT TD uNN, nm ro TEC l ANp10R TEES ARE PERurTm. S ALL MIGRANTS SHALL BE TECO OFF u— e. H1tMANTS AIA- NOT BE —CED M SOEWALICS, ROADWAIS OR B+XFPATIIS T. YEGALLR:v ON ALL FiTIINGS B. HIDRANTS e - BE BAGQD UNTIL SYSTEM IS PLACED M SERNCC OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION TYPICALPAGE N OCT. 2015 FIRE HYDRANT ASSEMBLY 011 CALL 4B HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , of Flea., e.e_ s_ FIRE XNMAM �` usE AualoR ham• ^ .a GaPUNO j a r` 0 ➢ g MECHANKAL JOINT TEE - 3 vAau3 P—. ro BE YECH CAL JDNT RESIRNNm B -- `✓� ! 1/2 ' PUMPER NOIIlF S i—,C /S p CTm. AND Two z -1/z' HosE Noz2LEs. ; . 'RILING DR PAVDLENT SURFACE -T i S a �� � i1NL5HED GRADE + �-s I/! • vALK uFmtstuneEn soa tt HID T AIA- BE MSTALIED RVYB AND ME. 2 M YODEL COLOR TO BE SAFETY YELLOW. HYDRANT MALL BE PER WA REaw1EUENTs S VALK SHALL DE PLAEED AD.YttNT TD uNN, nm ro TEC l ANp10R TEES ARE PERurTm. S ALL MIGRANTS SHALL BE TECO OFF u— e. H1tMANTS AIA- NOT BE —CED M SOEWALICS, ROADWAIS OR B+XFPATIIS T. YEGALLR:v ON ALL FiTIINGS B. HIDRANTS e - BE BAGQD UNTIL SYSTEM IS PLACED M SERNCC OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION TYPICALPAGE N OCT. 2015 FIRE HYDRANT ASSEMBLY 011 CALL 4B HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW , of Flea., e.e_ 4 41 U 1D LL o O i o ++ X W W y to m 2 C 2 4, O t� O y C v d v Y 0 )OB No.: 2014-042 SHEET 11 OF 14 :g //W VJ 4 41 U 1D LL o O i o ++ X W W y to m 2 C 2 4, O t� O y C v d v Y 0 )OB No.: 2014-042 SHEET 11 OF 14 z1— e' CONCRETE COLLAR L PLAN CAST ROLA COVER YAKKED POUR CONCRETE COLLO 70 •WATER•. 'SLWCR' OR 'FWE- [RADE N SODDED AREAS TOP OF PAVEMENT 5-1/4' C.L AVALVE BOY (..ME SSCIICREW TWE) 3 DA OR C-900 P.V.0 I R CONCRETE BDOES SWARF NUT ETR PAD6 YE0 .AWWT —vu NOT[. VKN FAIT EXIDL90R 6 RCOUR[D OH Ill VALVES 1Bfn 11L 2 THAN ]6' OF NAL ExiCD NUT ro NTW lr K VALLA BOY R9L PRpAE 50.0 BRIOc IID fOR VALVE BOx ro SR IX OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION I PAGE No OCT. 2015 TYPICAL VALVE SETTING D12 O.11 -SEWAGE 10 R. YNWY -_ __- TA,ml'T! DLII oslV PIPE 11 1/4' 1 22 1/2' 45' 90' DIA �.A u7iTNUN TD sass ovw mrFTA1 PIPS rOEVu Pa558L. YANTAXaEc 30 ■1aa cDNn UD s NOES RECLANED AS RID 10 N WATER YAM VAST BE BF12 0, F PPF. M Eat 4PARAlXN 6 ,: LACHES 2 3 . FOR WAFER MtilA1FD ENER PART • EY CHAFER 02-010. RAC 1 3 R F I E _ SANRART SEW1R 8102 THE nOTIIY W ME MIOt 6 lM AT lLAS1 6 «ONS ABOVE TMC lEC OF D BUVM SO, RECULA SCrCA I. PECU■ED WAIIX NOT RECAAIED MOCK IAAi O CF CWITJt 62-614 F ­ NOTES. A T LE 01005ARE TD BE USED — RESUf}1 CONK IX TO AL10r PRESSER[ PPE ro Qps ABON CDNRICT PIPE NN 0 — V T1 SEPMATYN ND IIANTAN 30 ■EOIES [OAR To FtA94D pUDC n RTTFDS SHALL BE R[S'TRANED LAIN IEOVNCAL RFSTRIJHS (11CW W'} N ACCpNINR rN WA ST1NDlMI DETALS C. INE OEFILCIKN TTIE CROSSNG b PRCEA2A 0. W 1101 EYCEID )SS CF YAM1FACiW[AS RCCdNFIDFD YAY1Nn ANT DOLECiNN E WCHANCNIY RES7RADI ALL OTIDRa. AS PER YMLFACRF2RS RCCWYODATUI AND 0.M VANDAD DITARi OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS OCT.RE\2oN WATER MAIN- SANITARY SEWER PAGE N CT. 2015 CONFUCT D16 4 AAtSDAIIMAL t)NE (f AFR1C181£) ET s RED RESTOGTION ! OIA39L PAYNOCf W15 12, 1RFN01 _TN- -1 n. 6.FlEIP. IP ! —ACTED TO R85 uAi FIBfY AT �/- 1x OF CI`YTCNINEDBYE100AEDPROCTOR TEST AIT ENSlYIIEYYIT C) ♦/- 11 K CPiiWY Y Es,URE CTERlA.T- BY Am D PROCi01 TCST Ai-100/ASND RN NOTES. 1 BACrtFLL WTNbli1 41111 CCM5131 M CLEW EARN FILL COWL' 0 Q SAND, SAKI AN0 CUM. CRANI CNS ROCK OR OTHER YATEi0A15 FRo1E GROLRS A-1. A-2 OR A-3. AASNTO C1ASW1CAT)OK (REE FROM ORGNC LATTER AN WCRAOCRA DEBRIS, LARGE CLODS OF EARTH OR S1oNE5 UNSUTABUE OF SOFT LEAF NTR 4101 AS N10C DEBRIS, CAREE R006 AND RODIS 511/11 BE iOngTD AIA atSPOsm OF BY ME CONDUCTOt 2 ME PPE SNAlL BE FULLY SIRPORTED ALONG DME LENGTH. 1 ME PPC TR9101 SMALL REYAN DRY DUAlA PPE LAWNO OPERAIIpLS l ALL Wt NCH W9wE SMA1L CONTORV TD LATEST STANDARDS AS SET FORTH BY THE FLORIDA TRENCK SAFETY ACT ARD OR OSHA S FOUR NC1 RIDE OM TABLE TAPE SNML BE PLACED A % ATELY 1Y-18' BELOR M16M(D DUDE AND DWECTY ABOVE All P1E54R£ PPRIO TME. HERON[ AND COLOR SHAH CCNFORY 70 CITY STANDARDS G. TRAFFIC LANE CLOS RES. WT PEARS AND ROADWAY REPAIRS UATEFu15 SHALL BE PER DIRECDON OF ROAD ONHCR CONTRACTOR lD NOUO¢ WN DIALER ABOff R£0.WKIOElS PRIOR 1D B0. 7. w LOCATOR 0Au5 SHALL BE RISTALLED AT EAOI FTTIDIG w ME PPE UM CHUKaG 0MCIAN NO AT EACN CONECTRML n w LOCATORS TO BE PROMED BY ttVLLWER AS SPEUOEO BY O.U.A. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 201sT_ TYPICAL TRENCH DETAIL D13 r ». :N r°�waAA' n� PA1m nFFArA y ssn�me Wm Fu>6mm X13 .su��m/ortl. xw I sG r M»Da 9. oDn.Lgr �.. 3 � u1m B g«AT,r 9LL�ONAI Y� r � ■OTiw wm snlaE AND ■ASE HAIR t ro a YOAaIDRCNLr Iol4® _L r.L v r�rz .'6 r r «Arv...c D■u I.r. w Yw118.1 EPL I�rL Pula t. PRECAST CONCRETE TYPE ■ .000 PSl 2 'RAYNEX' OR EQUAL AT ALL R .RAS (1/r THAX TAM IRON AT LEAST 1/2 INE WNL NOOE5.55) NN GROUT H®E AND oUTwE. 1 ALL OPE)DKS 6HALL BE SEALED NTN A WATERPROOF NCa-490ERC G GROUT. ♦ ROW cm-mtLS SMALL BE CONSTRUCTED TO OWER NNAR MIO now STREAM (SEE DEINL), S. LRT HOLES ARE PERY?RD AND SHALL BE SEALED MTER PLACEYCET CF RSFR. e. ALL PIPE HC4E5 SNAEL BE PRECAST CR GORE-OFAlID. ). APPROVED RUBBER BOOTS MUST BE USED MN PIC PPE n .9ME DROPS SHALL NOT EMC® 2.0 FEET. n COAT NTEPoOR ! IX1EAlOR NTH 2 Co.7$ COAL TO EPDXY. OR PRO -TECH COATN4 8 m9 Yw ORY FLA TNKAOE55 EACH COAT OR WA APPROVED EQUAL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS JREVSION PAGE NQ OCT. 2015 STANDARD MANHOLE (CONCENTRIC CONE) D27 i' 1' GLYA)® THREADED UNOISRIRBED EARN RODS IAII • rASNER 1" Z• ELEVATION BLOCKING DETAIL FOR VERTICAL SAG N.T.S. ELEVATION BLOCKING DETAIL FOR N.T.S. N0T[S 1. ANY VOID BETWRII YAW AND CRANTY BLOCK TO BE FILLED WN CROUT BY CONTRACTOR 2 FITII S SHALL BE WRAPPED NTN SUITABLE COLTRWG TO PREVENT ADHERENCE TO GRAVITY BLOCT(. 1 USE YEGALUGS ON ALL -- NOTE- NOTE: THRUST BLOCYS ONLY ON EXISTING ONES AND WHEN PRE -APPROVED BY THE EXECUTIVE DIRECTOR OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION GRAVITY BLOCKS PAGE No OCT. 2015 FOR PRESSURE PIPING 014 NOTE S 1. SERER RAM GUARDS SHALL BE wSTAJED ON ALL YNRKAES 2 SERER RAN CUAA STALL BE AS MANUFACTURED BY FOSR(1C-PRCW ■AUSTkIM RFC. OR SOUTH v T PACIOEO AND SEALS LAC.. M APPROVD ECUAL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVSION JPAC No OCT. 2015 MANHOLE RAIN GUARD D28 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW RI MHlN. M<. VERTICAL CREST DEGREE OF BEND 0 PIPE 11 1/4' 1 22 1/2' 45' 90' DIA D• 'W- I •L• •H" •W' •L• •H• "W •L• •H••W •L• •H- 6" 36" lY 84' 21' 10" 14' 36' 40'66" 46' 24' 1 72" 48" 40" 76" 80' 66" 96" 72' 04' - - - VERTICAL SAG DEGREE OF BEND PIPE 11 1/4' 22 1/2' 45' 90' DIA D" W. •L• - "W W6" 36" - e'8" 36" - tY 2t'12" 10" 36' - 30" 42'16" $71- 36' 36' - 48" 60'Bw 78"64'96" 88' 120' 1/4'%1' BENT STRAP Aw 0.D4 - (VARIES) 4'X2-1/27[1 t R 1/4 " �/TTTING (4 GL 'i(4 FEO'D)'D) I I I I CiFMEEIECE NOIR I I 11 11 FOR 1'D ROD (TMP) STRAP DETAIL NOTE 1. GUSSETS REQ b r- 10'0 AND tARLpI YAWS. 2. STRAPS — NSSET TD BE OALVAN12Eo AFTER WE1D1110. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION GRAVITY BLOCKS PAGE No OCT. 2015 FOR PRESSURE PIPING D74A C G,•, ��v 1 C Q •A. 'A' { 1 L SECTION •A -A' c1DrFs: 1. 9IvERT CR.WNELS TO BE CCNSIRUCTED FOR SMOOTH ROM WN NO OBSTRUCTONS 2 SPRLWAYS $HALL BE CWSTRUCTED SE 1 EEN PIPES WN DIFFERENT wvoET k1EVATWS IRONdNG FDR SMOON ROWS 1 o NNO.S For UTERr C STRUC,I N SLAWS 51IAIL BE wNMCTEO. FREED NN SAND. ANp D MN 1. OF ORTM 4. SLOPE YANHOIE WN A 1:2 SEDPE iROu YANHOIE WAIL W CHANNEL 3. PIVCEET SHALL BE A YINNUM a 1/2 THE DIAMETER Of THE LARGEST PIPE OR 4' DEEP. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FLOW PATTERNS FOR MANHOLE INVERTS D30 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW RI MHlN. M<. JOBN­ 2014-042 SHEET 12 OF 14 0 t CV , .�R1����� a• C Q JOBN­ 2014-042 SHEET 12 OF 14 e•>E• P.vc TEE-WYERw'rt o. wn=F'T °T «E rATOOrt../. at mean tAE _ rPr arr�r too As AmN® ra..• mHocrt IAp n:.�T . wH .cwnlu w PLAN frNNw,D za moLTID 49Dat TV. O IPa.TIOY 4: � Iw3H III I w,A,OrI R,r a ,4:rrun u< Tc eA �pn•.T, rc.r EVAER vAo �r TTt», wwMpt ,c � nu • sTu Soo rar ora rToO I.YL MATE T INiOI rc >avtt �l" • x°tinpP�w�iwcj in • .f, .pm rw � / IAtbRlmm HARM SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNECTION SECTION MOTES 1. SERVILE IATERAtS SHALL TE—ATE AT PROPERTY ENE AT A DEPTH Or 3 FEET. PLUG= WATERTICAR WITH 4 -WIT. 2 M 4MWN MAHERR Q ALL SNGtE IIOl13xpD CO,MCTONs SH.LLL K 4lDAAN ALL OTHERS SHAM BE l' CNpDN�AU DOU&E R1M{QAS LLD[ QEµ p� pR�ER } BY TfEC�CPIIA .0{W pi Ct�1Si0EKR� WI�OND TE CROH. wMTAAYa7.1• CONS lE PAD WITH A MERTED PWG BOM TO K SET AT rt GRADE OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 TYPICAL SEWER SERVICE CONNECTION 031 PM1LRRD PWD f1L9, w/ CONCRETE PAD (NOIFTRAEFIC MEAS) (FADE Y SpYRE. 4' TVI- e' PN.c 3000 PSL COAG PM i P.Y.c w DBOr (—ER SYEEP) TYPICAL MAIN LINE TERMINAL CLEANOUT GRADE Y Sl1WRF. TRIG6• CECANOIfT ASSEMBLY ]000 P51 N.t. PAD r/ SCREMID CM- NVERTED Pwc ELDSH r/ Ate CONCRETE PAD (NW-il4TT1C r P.v.G rrc To SiRIIT 5[R.cE ro wr.TLu+O TYPICAL SERVICE LATERAL ONE WAY CLEANOUT NOTES O1 WAY E, -AN (5'AQP TO STREET SERV4CE). L c, -,,H LVT 5141E BE IDCATED W PoOHT a WAY LINE. 1 N TRAFnt AREAS A PETAL CLEANOUT COVER AND IID SI41L K ILSTALLID a PVC CIEANCUT. 4. ALL ctEAH wTs REq AN tt5PEC1EN. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION I PAGE No OCT. 2015 TYPICAL CLEANOUT 032 PAc/DP PPE NATQ4A4 As NOTED SP 506 TWE (—v- to Aonf ) 3 SUETY TACTOR n) 3 TRLYTW TYPE ( "$V- to cmM1m) u DEPTH BURY,. ft (CegwmnM1m) TEST PRPRc SWIRE. DN (mnkr.n) TIE NN, -4 I—TH OF PPE QET Or ANY VA— DA nTTNt S10.AD DE M v. nTTNDS NOT 9,OWN M BE CKCUEATEO I/RRNG THE CRITERIA IISTED ADOVE MD SUOPTTED M A SHOP DRAKES vAt. E 910nI N CHART PAM n IDIGiH (LF) ' PIPE TO K RESaARED W EEMnt SrE Or flu, MTEO ,#OTE 1: ANY OWOITION OTHER THM THOSE ICM MOPE (LxA.arq Pdl-w W DIP) SHALL PfCUfM REVWCN M THE TIRE M ACCORDANCE WIM EBAA ROA NC. 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E 910nI N CHART PAM n IDIGiH (LF) ' PIPE TO K RESaARED W EEMnt SrE Or flu, MTEO ,#OTE 1: ANY OWOITION OTHER THM THOSE ICM MOPE (LxA.arq Pdl-w W DIP) SHALL PfCUfM REVWCN M THE TIRE M ACCORDANCE WIM EBAA ROA NC. PESTRA2lf I CA1MA101t (V. &41 (nHtt//m..Cmmm/4nDYI..Yia.tm x TO wA As A 9 A AS ASHOP NOR 2 REVISED WM15 SHALL BE 91NNTiCD P DM,IND WtBIPRAL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PACE No OCT. 2015 WATER THRUST RESTRAINT 050 "t �Hm) SA FACTdt (—) 3 TRENCH TWE (1-1. b —tI—) 25 DEPTH a BUNT. IT (—I— to ,snhm) ,00 TEST PRtS%W- PN (msinwm) M NNIINII E f PPE — OF NR — OR nrnHc SNO K 20 I. nTT11,G5 NOT 9OWI1 TO BE CAI ATED ,IREIING M OSIEEoA E6TFD ABO'h MO SOBIOfTED N A 9OP ORA— vAL1fL5 SNO4N N O,ART—A...TH (Lf) OF PPE TD BE RESTNANED w EITHER SDE 6 ITDI 1I51ED NODE T:ANY (XYIDIlION OTHER THAN THOSE mTTD ABOK OdW'M WITwg4..d OP) 9W1 REWRE AFV6TON M M TABU M ACCORDAIEI WITH EHM RCN. RIC_ RESTRMIT LENDTt CA1Ll1EATTR (V. &4) NOTE 2TIE REMYD WARiS W K S1AUTiPD 1O 6U ASA SHOP DRAWING sT1BUTTA4 OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FORCE MAIN THRUST RESTRAINT 052 Em®© �s--.vst_�.7v�>i►rt:aaTy)p,r <Zit•:T n...v..nn.•nca :a.Ti•tu•)•tTtS'IIIIIII. mmmmmmmm©Om 0000 10000 mm©© 00000000 0000 0000 0000 mmmm 0ommmmom©©© 0000 oomm moo0m0mm0mm 0000 mmmm mmmm 0m0000m00mm ®mmm mm== m000 0000 0ommm0m0mmm 0000 ®000 m000 ®000 mmmm0o0000m moom ®000 0000 mmmm mmmmmm00mmo 0000 mmmm 0000 m®Om mmm®0000000 m000 mmm0 mmmm 0000 ®mm®0000000 mmmm 0000 0000 m000 "t �Hm) SA FACTdt (—) 3 TRENCH TWE (1-1. b —tI—) 25 DEPTH a BUNT. IT (—I— to ,snhm) ,00 TEST PRtS%W- PN (msinwm) M NNIINII E f PPE — OF NR — OR nrnHc SNO K 20 I. nTT11,G5 NOT 9OWI1 TO BE CAI ATED ,IREIING M OSIEEoA E6TFD ABO'h MO SOBIOfTED N A 9OP ORA— vAL1fL5 SNO4N N O,ART—A...TH (Lf) OF PPE TD BE RESTNANED w EITHER SDE 6 ITDI 1I51ED NODE T:ANY (XYIDIlION OTHER THAN THOSE mTTD ABOK OdW'M WITwg4..d OP) 9W1 REWRE AFV6TON M M TABU M ACCORDAIEI WITH EHM RCN. RIC_ RESTRMIT LENDTt CA1Ll1EATTR (V. &4) NOTE 2TIE REMYD WARiS W K S1AUTiPD 1O 6U ASA SHOP DRAWING sT1BUTTA4 OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FORCE MAIN THRUST RESTRAINT 052 PW/DF PPC -MHA4 AS NOTED SP SOL TYPE (4a9w to wnhm) 3 SAFETYDTOTACTORW(to 3 TRI TE (u�4�wb T 25 ECf BURY. fl ( to —I—) lb TEST ST PRRSimE, MI ((— m'nmum) TIE ,GMT IDIOM OF PPE OlR OF ANY V.L OR nTTM SH— n1TPIG5 NOT — TO M CAIMATED InAIINO ME CRiTETOA USTED ABO.E AND SDB,WRED N A SHOP ORAIIDIG VAIHET 9tDw1 N CWAT tOr+ATE IDKIII (CTT Cr PPE TO K RESTRANEO W OMR SIDE Or — l}SiED NOTE ,:ANY CONOT➢MH OVER THAN THOSE ISTD AHOK (—" P-l-oPP- — REO— RE-tOH Cf THE TAKE N AC13Yt0MCE wM CBAA PION. Nc. ,Et,TR— tDFM CLLLUTAIdI (V. &4) (THE RE ..00uttm/.nyiwVryRM w OTTp://A AS SHO NOTE 2M REMSED WARTS SHALL BE SLBYtT1ED TO wA AS A AEP DMWNC SRwTTAL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE 110 OCT. 2015 WATER THRUST RESTRAINT D51 Em®© 0000 10000 mm©© 00000000 0000 0000 0000 mmmm 0000mmmm 0000 oomm 0000 0000 mmmm mmmm 0000 ®mmm mm== m000 0000 mmmm 0000 ®000 m000 ®000 0000 moom ®000 0000 mmmm mmOm 0000 mmmm 0000 m®Om moan m000 mmm0 mmmm 0000 m0mm mmmm 0000 0000 m000 0000 om®� mmmm oomm 0000 000m moom mmmm', mmm® ®m®m moom mmmo ®mom moom m0�® PW/DF PPC -MHA4 AS NOTED SP SOL TYPE (4a9w to wnhm) 3 SAFETYDTOTACTORW(to 3 TRI TE (u�4�wb T 25 ECf BURY. fl ( to —I—) lb TEST ST PRRSimE, MI ((— m'nmum) TIE ,GMT IDIOM OF PPE OlR OF ANY V.L OR nTTM SH— n1TPIG5 NOT — TO M CAIMATED InAIINO ME CRiTETOA USTED ABO.E AND SDB,WRED N A SHOP ORAIIDIG VAIHET 9tDw1 N CWAT tOr+ATE IDKIII (CTT Cr PPE TO K RESTRANEO W OMR SIDE Or — l}SiED NOTE ,:ANY CONOT➢MH OVER THAN THOSE ISTD AHOK (—" P-l-oPP- — REO— RE-tOH Cf THE TAKE N AC13Yt0MCE wM CBAA PION. Nc. ,Et,TR— tDFM CLLLUTAIdI (V. &4) (THE RE ..00uttm/.nyiwVryRM w OTTp://A AS SHO NOTE 2M REMSED WARTS SHALL BE SLBYtT1ED TO wA AS A AEP DMWNC SRwTTAL OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE 110 OCT. 2015 WATER THRUST RESTRAINT D51 PVC/4P PPE EAIERIA4 AS NOTED S➢ WL TWE TOR ( m ) ) ,.5 SAFRY FACTOR ( q— to 3 DEPTHS! TWE (Oey>r to mnMm) 25 DEPTH lY BURY, MPRC(C ) mnf m) 100 LEST S9ARL ptl (m0 M N4.wr IENCTH a PPE tuT or1` — Nlr vuK OR Frm+c a,dnn � m v. nRNGT NOT SHOWN TO RE CAEMATiO UT¢ W M CNi ISIED ABOK AND W. AHTim N A SHOP MARPD VAIDET SHOwI N CHMT PDE M LWOTI (Lf) a PPE TO K RESTRAPED W OTHER SCE a< TTM LISTED HOLE 1:— CWpTKN ,I IMM T,ISE LISTED ABOK (—.. p. ---.o DP) 9411 K"E R— OF M (TABTEtlN ACCC/DANCC WITH PHM RML INC.. RESTRAINT IDIOM CALCUL M (V. &4) YIE kF .tlmmn/. rrY,olHmIF1/l U. A 9SHOPORAMD W9PTTAL NOTE i V® CNMIS SHAM BE WRH(T OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FORCE MAIN THRUST RESTRAINT D53 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAW L11,..c Em®© 0000 0000 00000000 0000 mmmm 0000mmmm 0000 mmmm 0000 mmmm mmmm mmmm mm== 0mmm v D mmmm mmmm m000 mmmm moom mom© mmmm mmmm mmmm mmmm moan mmmm mmmm mmmm mmmm moo© m000 ommm mmmm oomm 0000 000m moom mmmm', mmm® ®m®m moom mmmo ®mom ®mm0 PVC/4P PPE EAIERIA4 AS NOTED S➢ WL TWE TOR ( m ) ) ,.5 SAFRY FACTOR ( q— to 3 DEPTHS! TWE (Oey>r to mnMm) 25 DEPTH lY BURY, MPRC(C ) mnf m) 100 LEST S9ARL ptl (m0 M N4.wr IENCTH a PPE tuT or1` — Nlr vuK OR Frm+c a,dnn � m v. nRNGT NOT SHOWN TO RE CAEMATiO UT¢ W M CNi ISIED ABOK AND W. AHTim N A SHOP MARPD VAIDET SHOwI N CHMT PDE M LWOTI (Lf) a PPE TO K RESTRAPED W OTHER SCE a< TTM LISTED HOLE 1:— CWpTKN ,I IMM T,ISE LISTED ABOK (—.. p. ---.o DP) 9411 K"E R— OF M (TABTEtlN ACCC/DANCC WITH PHM RML INC.. RESTRAINT IDIOM CALCUL M (V. &4) YIE kF .tlmmn/. rrY,olHmIF1/l U. A 9SHOPORAMD W9PTTAL NOTE i V® CNMIS SHAM BE WRH(T OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FORCE MAIN THRUST RESTRAINT D53 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT'S THE LAW L11,..c L) LL = O )oB No.: 2014-042 SHEET 13 OF 14 /✓C v D �I4 tLi ` o. a0003 L) LL = O )oB No.: 2014-042 SHEET 13 OF 14 GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the engineer before commencing work. 3. Contractor shall obtain all required building permits before Commencing work. 4. Contractor shall be responsible for location of all existing utilities. The contractor shall contact all concemed utilities at least 48 hours in advance for construction operations. 5. No field changes or deviations from design to be made without prior approval of the engineer. 6. All construction shall be Completed in accordance with the applicable ordinances of Court Glades Florida. I N, 7. Contractor shall supply density tests to engineer on all sub -grade and base. Tests shall be prepared per AASHTO T-180 method. 8. Slope grades from elevations shown to existing grade at property line. 9. Engineer shall be notified at least 48 hours in advance for any inspection. 10. All traffic control devices shall be in accordance with M.U.T.C.D. Standards. 11. Erosion and sedimentation Control techniques shall be incorporated during construction as follows: (1) silt screens shall be maintained at the project perimeter. (2) No off-site discharges shall occur during construction. In the event discharge is required, hay bales and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Construction activities can result in the generation of significant amounts of pollutants which may reach surface or ground wafers. One of the primary pollutants of surface waters is sediment due to erosion. Excessive quantities of sediment which reach water bodies of floodplains have been shown to adversely affect their physical, biological and chemical properties. Transported sediment can obstruct stream channels, reduce hydraulic Capacity of water bodies of floodplains, reduce the design capacity of Culverts and other works, and eliminate ethic invertebrates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS: 1. Sediment basin and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -distributing activity and shall be made functional before unslope land disturbance takes place. 2. All sediment control measures are to be adjusted to meet field Conditions at the time of construction and be constructed prior to any grading or disturbance of existing surface material on balance of site. Perimeter sediment barriers shall be Constructed to prevent sediment or trash from flowing or floating on to adjacent properties. 3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shag be applied to areas that are to be left undisturbed for more than one year. 4. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 5. A permanent vegetative Cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established unfit a ground cover is achieved that, in the opinion of the Reviewer, is uniform, mature enough to survive and will inhibit erosion. 6. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately ager installation. ENGINEER OF RECORD INSPECTION REQUIREMENTS Fe.v. I DENSRY I 'a0. I1MCNAE55 uAxs cr_ I a-sP - YAJL SPktlq aAx SPACNa DiFAA WME rNEAR WARE REAR laIARE xNFM aWPRE FEET FEET FEET rEEI FEET ni FEET FEET -ACTED OR ]N 54© 30a soo, - SWJ oto teD9 sTAaUtEO OPADE RO IM. Jot lanx, oeo to,o0o Joo to.000 SMELL ROX - - ]d0 Io- - - oto ,-,- ASPHALT - - - - - - PER PER NSP. eSP. ALL TES s- BE TAKEN N A SrAOGEREn SAY0.fXl PATTERII FROM AP04Vr r2'tlNDE TIE LEF r EDGE OF THE mini TESFED. TO THE cENTER, TO A -T OF RIGYr EaOE EROSION AND SEDIMENTATION CONTROL NOTES - (continued) 7. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and Constructed to accommodate the anticipated sediment loading from the land -disturbing activity. The outfall device or system design shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 8. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be Corrected immediately. 9. Concentrated mnoff shall not flow down cut or fill slopes unless Contained within an adequate temporary or permanent channel, flume or slope drain structure. 10. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 'n in 11. Sediment will be prevented from entering a y storm drat system, ditch or channel. All storm sewer inlets that are made operable during Construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 12. Before temporary or newly constructed stormwater Conveyance channels are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the Conveyance channel and receiving channel. 13. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, Control sediment transport and stabilize the work area to the greatest extent Possible during construction. Nonerodible material shall be used for the Construction of causeways and Cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 14. When a live watercourse must be Crossed by Construction vehicles, a temporary stream crossing Constructed of nonerodible material shall be provided. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Periodic inspection and maintenance of all sediment Control structures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or Contractor shall be Continually responsible for all sediment leaving the property. Sediment Control measures shag be in working Condition at the end of each working day. 17. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: A. No more than 500 linear feet of trench maybe opened atone time. B. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be fhered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. D. Restabilization shall be accomplished in accordance with these regulations. 18. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimae the transport of sediment by tracking onto the paved surface, where sediment is transported onto a public mad surface with Curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land -distributing activities. 19. All temporary erosion and sediment Control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, in the opinion of the Reviewer. Disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 20. Properties and waterways downstream from construction site shall be protected from sediment disposition and erosion. 21. Phased projects should be cleared in Conjunction with construction of each phase. 22. Erosion Control design and Construction shall follow the requirements in Index Nos. 101 102 and 103 of FDOT Roadway and Traffic Design Standards. 23. The Reviewer may approve modifications or alter plans to these erosion Control criteria due to site specific Conditions. ENGINEER OF RECORD INSPECTION REQUIREMENTS CONTRACTOR TO CALL CONTRACT ENGINEER OF RECORD 48 HOURS ADVANCE FOR FOLLOWING INSPECTIONS: I. PRECONSTRUCTION MEETING 2 DRAINAGE PIPE (UNCOVERED) 3. PAVEMENT SUBGRADE 4. PAVEMENT BASE 5. FINAL Earthwork and Drainage Specifications 1. Clearing and Grubbing: Clearing and grubbing shall be performed within the limits of the project work in accordance with Section 110, Florida Department of Transportation (FDOT) Specifications. This item shall include, but is not limited to, the complete removal and legal disposal of all trees, r Undesirable material to a depth of 18 inches brush, stumps, roots, grass, weeds, rubbish and oche d p Wow natural ground or proposed finished grade, whichever is lower. The areas to be cleared generally consist of the entire site with the exception of areas specifically noted on the landscape plans as preserve areas or as areas to remain un -cleared. Care shall be taken to insure that no preserve areas or wetland areas are impacted by the clearing operation. Prior to initiating the tearing operation, all adjacent wetland and preserve areas shall be marked and Flagged in accordance with the City of Okeechobee and South Florida Water Management District (SFWMD) requirements All such areas immediately adjacent to the clearing operation shall also be protected by the installation of temporary silt barriers in accordance with the requirements of The City of Okeechobee and the SFWlv1D. Further erosion control shall be accomplished by seeding and mulching all disturbed areas as soon as they are at final grade, per the specifications for seeding and mulching found elsewhere on this sheet. All material shall be removed from the site and shall be legally disposed of in accordance with all local, state and federal requirements. 1. Earthwork and Grading: All earthwork and grading shall be performed as required to achieve the final grades, typical sections and elevations shown on the plans. In all other respects, materials and construction methods for earthwork, embankment, excavation and grading shall conform to the requirements of FDOT Specifications, Section 120. Any plastic or otherwise undesirable material within 36 inches of finished road grade shall be removed and replaced with suitable material. The contractor shall also refer to the Soils Report, if available. The specifications and recommendations included in that report shall be considered as a pan of these plans and specifications. Should there be any conflict behseen that document and any requirements of these drawings or specifications, the most restrictive requirement shall govem. 3. Paving Improvements: All areas proposed for paving shall be Constructed in accordance with the design grades and typical sections shown on the drawings, and in conformance to the requirements of the City of Okeechobee and Florida Department of Transportation. A. Asphalt: Prime Coat and tack coat for base course and between lifts of asphalt shall conform to the requirements of Sections 300-1 through 300-7 of the FDOT Specifications, Prime Coat shall be applied at a rate of 0.25 gallons per square yard and tack coat at a rate of 0.10 gallons per square yard unless otherwise approved by the Engineer. Asphalt surface course thickness and material shall be as shown on the typical sections and shall in all ways Conform to the requirements of FDOT. B. Base: Limerock base material shall be compacted to 98% of maximum density per AASHTO T-180. All limerock shall meet the minimum requirements of FDOT Section 911. As an alternate, cemented coquina conforming to FDOT Section 915 may be substituted mid shall be subject to the compaction specifications detailed above and included in the Soils Engineer's report. C. Sub -grade: Sub -grade shall be compacted to 98% of maximum density per AASHTO T-180, and stabilized to a minimum FBV of 50psi. Sub -grade shall be thoroughly rolled with a pneumatic tired roller prior to scheduling any sub -grade inspection D. Valley Gutterl F-Curb/D-Curb/Flush Curb: Shall be constructed per the typical section by extruding machine or forms as shown on the plans. Minimum concrete compressive strength shall be 3.000psi after 28 days. Sub -grade shall be moistened at the time Concrete is placed to insure a uniformiy damp surface. Ready -mix concrete shall have a slump of between 2 and 4 inches. No water shall be added to increase workability. Test cylinders shall be made for the strength testing of each batch of concrete for at least 7 and 28 dry testing. E. Sod: A minimum of a two -foot wide strip of sod or as otherwise shown on the plans, shall be placed along the back of curb of all constructed pavement to aid in prevention of erosion and soil stability. Sod shall be placed in conformance to FDOT Section 570, 575 and 981, Generally. the sodding requirements shall be as specified on the landscape plans, prepared by Others. F. Seed, Fertilize and Mulch: All disturbed areas shall be stabilized with seed fertilizer and mulch upon completion and acceptance by Engineer of final grading. Seed, fertilizer and mulch shall be in conformance to FDOT Sections 570, 575 and 981. The Contractor is responsible for establishing a stand of grass sufficient to prevent erosion prior to removal of the temporary silt fences. This applies only to those areas not covered by the sodding specified in the landscape plans, prepared by Others. G. Testing: The Contractor shall secure the services of an approved independent testing laboratory to conduct all required testing on sub -grade, base, asphalt and concrete. Locations required for these tests shall be as required by the City of Okeechobee, and/or in the case of the tum -lane improvements as required by the City of Okeechobee. Ata minimum, testing shall be as recommended by FOOT. Should any tests fail, contractor shall at his own expense, repair the deficiencies and retest the work until compliance with the specifications is demonstrated H. Traffic Control: The installation of Traffic Control Devices shall be in conformance to the requirements of the Manual of Uniform Traffic Control Devices, The City of Okeechobee. Maintenance of traffic During Construction shall be as required by FDOT. CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE LAW I er Froaee. rem Earthwork and Drainage Specifications - (continued) 4. Drainage Improvements: All labor, materials and construction methods shall be in conformance to the minimum engineering and construction standards of the City of Okeechobee and FDOT Specifications. Trench excavation and back -filling operations shall meet or exceed the requirements of FDOT Specifications, Section 125. The Contractor shall provide the necessary back -fill compaction testing required to demonstrate compliance with this section. The pipe trench shall be dry when pipe is laid and the pipe shall be bedded per the details and per FDOT specifications. The Contractor shall comply with Chapter 90-96, Laws of Florida, which requires the Contractor performing trench excavations over five feet in depth comply with all applicable trench safety standards and shoring requirements as set forth in the Occupational Safety and Health Administration's (OSHA) ezcavation and safety standards, 29 C.F.R. 19926.650, Sub -part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost or compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe (RCP): RCP shall conform to the requirements of ASTM Specifications C-76, Class III, Wall Thickness "B", latest revision. All joints shall be soil -tight Pipe gasket shall conform to FDOT Specifications, Section 942. B. Corrugated Metal Pipe (CMP): All Cliff shall be Steel, round helical -wound corrugated pipe conforming to AASHTO-M 36 and FDOT Section 943. Pipe ends at joints shall be reformed to a minimum of 2 annularcorrugations for the complete band width. All joints shall be soil -fight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36 -inch diameter mrd smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be installed at maximum lengths to reduce the number ofjoints. C. Corrugated Aluminum Pipe (CAP): All CAP shall be aluminum alloy, round, helical -wound corrugated pipe conforming to AASHTO-M 196 and FDOT Section 945. Pipe ends atjoints shall be reformed to a minimum of 2 annular corrugations for the complete band width All joints shall be soil -tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 318 inch thick shall be used for all pipes of 36 -inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-12 inches in width. All CAP shall be installed at maximum lengths to reduce the number ofjoints. D. Corrugated High Density Polyethylene Pipe (HDPE): All HDPE Pipe shall be resin conforming to ASTM D3350 minimum cell classification 435400C, round, only annular corrugations and conforming to FDOT Section 948-2.3. Alljoints shall be soil -tight. All connecting bands shall be corrugated annular coupling bands. A Neoprene gasket of at least 7 inches wide by 3/8 inch thick shall be used for all pipes of 36 -inch diameter and smaller. Larger pipe sizes require gaskets of at least 10-12 inches in width. All HDPE shall be installed at maximum lengths to reduce the number ofjoints. E. Contech A-2000 PVC drainage pipe (A-2000): All A-2000 Corrugated pipe with a smooth interior shall conform to the requirements of ASTM Designation F949 & F794 Dual Wall Corrugated Profile (DWCP) Pipe. Pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. Pipe shall be`' manufactured to 46 psi stiffness when tested in accordance with ASTM Test Method D2412. .`"� There shall be no evidence of splitting, cracking or breaking when the pipe is tested per ASTM Test Method D2412 and F949 section 7.5. The pipe shall be made of PVC compound` having a minimum cell classification of 12454B as defined in ASTM Specification D1784. F. PVC Drainage Pipe: PVC Drainage Pipe shall be C-900 with push -on joints (no glued 11; joints) and shall be as specified for sanitary sewer construction, except that it shall be white u% color. Any portion of the PVC storm pipe that may be exposed to sunlight, such as its outlet`_;', V_1 to the detention pond, shall be painted to protect it from UV light. G. Inlets, Manholes, and Junction Boxes: All drainage inlets, manholes, andjunction boxes y`:p -478 64T. All concrete shall have not shall be precast concrete conforming to ASTM C and co less than 4000 -psi compressive strengthat 28 days. Structure sections shall be joined with a -fie sealing compound. The remaining space shall be filled with the cement mortar and finished so as to produce a smooth continuous surface inside and outside the wall sections. All openings in precast structures shall be cast at the fime of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished smooth. Mortar used for concrete structures shall conform to M C-270. Mortar material shall be mixed one part Type 2 Portland cement to two parts aggregate by volume. Portland cement shall conform to ASTM C-144 and aggregate shall conform to AST7,1 C-144. The CONTRACTOR Shall furnish the ENGINEER with strop drawings oral precast structures for his approval prior to fabrication. Strop drawings shall show all dimension, reinforcing steel and specifications. Storm Manholes shall be constructed with a traffic bearing cast-iron slotted grate. NU .O.�Y�LD 0 .a>ar� VI> T N ■ = Ul n LL W Y N m r^r,r 'C Q O s W �WtD u pj i O U O Y O a Y! C W H. Trench Backfill shall be as shown in the Drainage Details. In addition, testing under paved areas shall be as follows. One test location midway between structures and one test location = L1 adjacent to each structure. Engineer may request additional locations. Testing in each y •• V location shall begin in the first foot above the culvert with tests every two feet to within two W f6 feet of the sub -grade. Density shall be to 100 percent of maximum as determined by o LL O (Pit AASHTO T-99. cu •yr V) Z UJI e fG o 0 1. Control Structures: Shall be Constructed per the above specifications for Inlets, Manholes, QM m _ r- 0 and Junction Boxes except that the structures shall include the bleeders and weirs as shown o o X Z Q on the detail. ECJ "c W J. Rip -Rap Energy Dissipaters: Shall be constructed per the details and as shown on the t = C o - drawings at control structure CS -1, the downstream bubble -up structures. The rubble shall be B W UJ W of material and placed in accordance to FDOT Section 530.2.3 (material) and FDOT Section W = O Z M W to 530-3.3 (Construction Methods). Should broken Concrete be used as the rubble, it shall be s W free from reinforcing bars or wire mesh. The contractor shall use care in the placement of the q t stone so that it is not dropped on thew fabric in such a fashion that tears the fabric. The fabric Ushall be as specified in FDOT Section 985 and shall be of the woven design and as specified 4 for use with riprap per Table I of this section. The bedding stone shall be of the type Y typically used for drainfield rock and shall meet the requirements of FDOT for drainfield 0 rock. )OB No.: 2014-042 SHEET 14 OF 14 PROVIDED fA UI,I41apng Requiemen6 The. Shrebs Trees %..b, I tree and 3 sh,d lo, every 3,"0 o1ht 1112 336 112 336 a-zn acre., Buffer Wstreet - Vother Properly Dees(PO 17 51 63e 70 -1 tree, 3.hubs for every 300 sf of rn Wmd t v kndaraptng 0 20 40 80 (' 32 EXISTING) Oo001r on Street aM 2,4361f on oNer PIs IB sf of laMscaping for every parking spxe- 32 __ 96 33 151 1 tree and 3 sMubs for every 12 0 of CALL 48 HOURS BEFORE Nr�ca' -128 ..—ed aM -n a landscape islaMs min s'a ls'every l0 16 100 16 I15 mix uninterrupletl spies 12 Tolak 6s x47 112 336 / 0 .kQan W3:m N 1 = N LL 00 y J a Seam t0 M 1Y lD U Qj b. A NMB: Slxe the ladplug rNmr—M is not met in the paNng, buffem and islaMs, the minimum LEGEND , / m / 0 � 0 0 — B x Iandx Ipingh'.4tlred. / _ *0 00. d 9 Landscaping Bates: \l ' � � � / W 1 TMs plan is ar sue plan approval antl onN shows the bcalron of the proposed landsop'v,g. � t z Faww me knatwpe pro.,der: plaM,ng reco,Mneneatiom TREE (80 NEW PROVIDED) � L / a 3 5 nce more than 30 trees are reepdred, at kast [wo Nuaes wNl be provided f �� " 4 Landscaping to be provided shall be off the SF MD Xenscape Gude PROP E a908DMA s uees dea anau beaminimpm nntr tan and two uKhes,n d,amztermea:,dfonrket O BUSH (336 PROVIDED) P1KwcaEo oRy prpv, 7,2W S.DETENTF ( AKA T.O.. above ground keel at the dine o1 pbntiny IFl+A6E tT) m 6. Landscaping has been designed i --d— tolhe City of Okeechobee LDRr of C1 EXISTING TREE (IN LANDSCAPEEXISTING EES AL a; E+o.e.) 90-s37 tbhe basin and shoo meet these reewremenrs when WaMea. GQY1P IN LANDSCAPE AREA) / BJECT `PARCE 2 IT CONTAMING 2.93 ACRES I / `� J VACANT - EX AS SNONN) y�r T. / „`V�� ♦ NS LANDSCAPE AREA (WEST)=0.86AC,A I PR—EDWkDaG PRONSEDSUILDING 6.'000 6. I o FFE=22ap Fm S.9) H.GA R/aRlP6gk Y09iY+t, O e.(p96.F. F. _ (DP. B 102 P: ) � (PHASE 27 IRu6E 2) _ (pR 6 Y.6 F6 5a,1) Peet raar6£a ° 2 , C > LANDSCAPE AREA (,EAST) = 6.86 AC. FAII pa, 6TAMay'A.r /iosgw. ina11 3a; P9 n]) ftK. I I 1 1311- 0 PpOPp6ED ®.1RDING It / / + {}, tPIl45E 1) ✓ S II/ S (U YaTTED) CAR. 315 315 pG. ]4S ��iHH CARE FACILITY) E`tiSTING TREE (TYP) ' / ( 59,625 S.F.) / \ I \ \ I II i' ®• • PROPD6ED BUAWeO j // 'FE.Y1.B.] fj Pwcol.M 5, FFFEy 0 _..5. ('IASE t) 2.M S. ) / m tPHPSE R) It n,aana — ' -- —— —. -- 4 e� ,aa —— — — — — — — F.. - ------ � .-----,�. qjOc .a t6 75 v z (PER -CKEECHMW. PB. 5, M 5) / 'o S O J _ N. 14TH STREET — — — / J f6 — (NOR20' OF 70• WIDE KMUC RV VACATED FOR CIRMAGE DITCH) o Z a OJ (NORTH 20' (VARIED POR OF R/R') OWED 9y CITY OR COUIM OF OKEECHOBEE) rs W TH L d (souTH 'A' OF R/■ WIT OPEN / NOT IMPROVED) "s 929) o Qj �„o 0 z SCALE: 1"=40' t v 0 20 40 80 z 2 Y CALL 48 HOURS BEFORE O YOU DIG IN FLORIDA, ITS THE LAW - I ae F P d.. roc JOB Np.: 2014-042 SHEET 01 OF 01 r PARKING THEGRV OF OKEECHOBEE REQUIRES 1 PARKING SPACE FOR EVERY 4 BEDS AND 1 SPACE FOR EVERY EMPLOYEE AT PEAK SHIFT. THIS EXPANSION IS FOP 18 BEDS IN ADDITION TO THE EXISTING t80 BEDS IN THE NURSING HOME AND 84 EMPLOYEES AT PEAK SHIFT REQUIRING 144 PARKING SPACES ONSITE THERE ARE CURRENTLY 705 EXISTING PARKING SPACES (INCLUDING 4 HANDICAP) AND 48 PLANNED PARKING SPACES (INCLUDING 5 RANDICAP)FOR A TOTAL OF 153 TOTAL PARKING SPACES WHICH WILL MEET THE PARKING REQUIREMENTS. THERE WILL BE a HANDICAPPED PARKING SPACES AROUND THE FACILITY, WHICH MEETS THE ADA REQUIRED 6 SPACES PER 150 PARKING SPACES PROVIDED WEST DRAINAGE AREA SITE AREAS (EXISTING) DRAINAGE AREA = 1.13 AC BUILDING AREA - 020 AC PAVEDiCONC. AREA = 0.42 AC TOTAL IMPERVIOUS AREA = 0.62 AC (54,87%) TOTAL PERVIOUS AREA = 0.51 AC (45.13%) SITE AREAS (PROPOSED) OR GE AREA= 113 AC BUILDING AREA = 0.54 AC PAVED4:ONC. AREA = 0.36 AC TOTAL IMPERVIOUS AREA = 090 AC (78.65%) TOTAL PERVIOUS AREA = 0.23 AC (20.35%1 EAST DRAINAGE AREA SITE AREAS (EXISTING) DRAINAGE AREA= 7.68 AC BUILDING AREA = 0.86 AC PAVEOICONC. AREA =1.08 AC WETLAND AREA = 0.56 AC TOTAL IMPERVIOUS AREA= 260 AC (33.85%) TOTAL PERVIOUS AREA = 5.08 AC (66.15%) SITE AREAS (PROPOSED) DRAINAGE AREA = 7.68 AC BUILDING AREA = 2.04 AC PAVEDICONC. AREA = 2.50 AC TOTAL IMPERVIOUS AREA = 4.54 AC (58.12%1 TOTAL PERVIOUS AREA = 3.14 AC (40.88%1 CALL 48 HOURS BEFORE YOU DIG IN FLORIDA, IT'S THE lAW a1Y��w1 Mai; Mai;11 SCALE: 1"=50' sa 0 25 50 100 �V � J 0 >:c o", 1Y1 N i 8 LA LL 00 > c C s df 0= W 5 3 €�ttt�J JOB N..: 2014-042 SHEET 01 OF 01 I.r.N..�.4+. rM.r:olDialev♦NEnLnICMIErwenm.wrwwmgrnN-Mrt_�Ir1 aReeegoEswuwrt.n MRwzo+r MwROlpHpiSd IRAL>MEM[fW'IRT-[YT NSIO EJ11118NIN•IIiEN, ORSRCI96L OE+IIITT.R HRSDN> EY:+SN Aq LWI b+Ry,rw Ww•cax.r So=,i,D+R YaLawr W SW Y+,tY �. S Y MLIR —I,USLLS Spa LS YO+06P ISII TIE NIIOLT YY 3f•bLl YSMIIIAfA +YTS S.MS W - h M ERM{E, WMWUSYYS SSL LL Y619A lSRriTRWKT SSS aDPOISNEUMr AMA MIDI Ys +aE 01,V,MEEE+r+I rM.r:olDialev♦NEnLnICMIErwenm.wrwwmgrnN-Mrt_�Ir1 aReeegoEswuwrt.n MRwzo+r IENI E+I+TfPr IIg1Y M s- IRE q,69RE S1Ra8E PM MIRIJTA— rYa,u k Mas - Lf — C.11. RAU so. NDS PI— (o.q.IL zor ra. ,rr, IO.R.0. z,9 Po. ssz) IIITDPMIMrI SOUTN LINE H.— RA K.ERSON NOSPRAL IO.R.L 20r Po.17r) (0.— 219 PG 593) IJ 9" a�rr.�a�•w• 1 (UNPLATTED) O.R.B. 315 PO. 746 (OCCUPIED-0NEECHOBEE HEALTH CARE FACILITY( rte_ PROPOSED BUILDING FFE 0 S.F. \ 1:) O 7,200 S F \ (PHASE 2) II.CA I+AULERSON HOSPRAL 'iL> LL 3a 3a 3iss '3uJI '+u.T -iL I i1Ji' }Ls LL L1.E JURISDICTIONAL WETLANDS LINES_",__, I D.RsoINN LJ'3 � _---_ 1 ,i 'ias 3F:-,u.r i'u iE wSBN IiJ is L O.MJ. 697 P& INS MRN 23 _ / Mmm O hT L LT iA 'f.1LIH3LAT22D) it is L L L L 1.s " "A L ha 1a As L u iI LR � it 3a L rv.cgNn o I is 'v 3s 'v 3a 3J i+ is L k1 S2 i, L i. 'u is L h, 1a is 'as iE is L 3a 3a it 'u iE i u L 1 iJ a +J L L is L l L ial i+l 3al ial i:l isl Sal ill L�IL lL Iia Iia Iia is is hT is L L I h1 L iJ L i mm* 1w L PROPOSED BUILDING II PROPOSED BUILDING L i. FFE=22.90 FFE=22.90 L L 5,000 S.F. 6,000 S.F. mm (PHASE 2) (PHASE 2) is L sw 1•+ 1.0 MH 1S iw IJ •+ 6 COeF. ryNl9EA L LJ i.+ 3s is is 3w 3a ha L S.T 'u L ' u is a+ L L 3a is Ys iw • L iw _ 23 IA1 i.a 3a L L e L L L L L L L hT L of hT L L L L L L L e L L L is SA is L L L L L t, 3a 3.T iJ v h+ h+ is 3J is L i, L L iT as SJ L L W Es k, is L 1.T L L 1.a 3J iw is is iE hT L hs is Lw1.E h, is iJ 'u is is '+J i@N iJ is 'u L 1A L LJ L L L L S.T L L L L L 'u is is L L S.a "LY L i1 L T is 3J is 'u 'v 3a 3a 1s Sa ii L h, Sa i+ L L L L \ g is t) is u i 3s i.1 iJ ht i., i1 hT L L •w" � x) 4 'u 'tT i 1J �i i i i 'u hT L 'a L L M 9 cOMc sDEwIX6':9iE h: • V i.E L1 'll LJ i.+ 16 aJ + 2R 6R O it is ks O N� O MH' 25 I 6. u L 3a 3a is q L 3A L ua, L 3s L 4. ggg 2, 1JILI w LT L 1r0 ,J L tJ LJ LI iT � O J is L y O.R.B. 520 P0.110 fA p MM: 24 NNPIAT>ED) ,p +a 3.E lJ L IVACAWn u ;ya is 1A /,3T (!59,623 S.F.) + I + 'J 3J L14 11A 0is is ER ti, 3w O 2S u is a iw iE. L.E L if i.lj� a• PIPE - D°a 1a L b /+a GROUND MOVE 5�6/ UNDER rAD E fy js UNGE�OgOUNP TANKS � iSfORMER_ ® •.I {A V L L/ Y OHC. PAD - •y PROP06ED BUIL DING PROPOSED O FFE=22.90 L 3 BUILDING 7,200 S.F. ,.g is a, SsL IiJ LJ 3.r ii i VEL FFE=2290 mvEn (PHASE L) 8 E TANK MI 1s 2,300 S.F. :. PM IDR (PHASE 2) >a� h, h+ L L a+ V ka 14 L L L 1.E h+ h+ L 3a N. is h+ L h, L 1A 1s h+ h, L hE is L h+ 3J h+ L Sw L >, L 1.+ v i. u is u L a+ is AA is L L is i.E L i•_L_1s-_1.s_.._31_'+P__'++z_.Sa_i.R_.}.t._s'A._iz._.1J_.is___L._Ss-3s_.3J is 4a is SJ !IJ kr 1+ L L L L 'sa is i.a 1a a6 u 1 i F a R � -- ,JA IN! ACHOOBF', PB. S. PO.51 TH STREET LIC RAV VACATED FOR DRAIMAGE DITCH) II) OWNED BY CITY OR COUNTY OF OKEECHOBEE) I NOT OPEN I NOT IMPROVED) PROPOSEDDRY DETENTION AREA 42,562 S.F. (T.O.B.) (PHASE 1)