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2013-02-21MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, FEBRUARY 21, 2013, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Page 1 of 3 I. CALL TO ORDER — Chairperson. The meeting was called to order at 10:03 a.m. by Chairperson Whitehall. II. STAFF ATTENDANCE — Secretary. City Administrator Brian Whitehall - Present Building Official Jeffrey Newell - Present Police Chief Denny Davis - Absent with consent Fire Chief Herb Smith - Present Public Works Director David Allen - Present City Engineer- Position is vacant at this time Non - Voting Ex- Officio Members: City Attorney John R. Cook - Present City Planning Consultant Bill Brisson - Present OUA Executive Director John Hayford - Present (arrived at 10:40 a.m.) County Environmental Health Department Representative - Absent School District Representative - Absent Board Secretary Patty Burnette - Present III. MINUTES — Secretary. A. Building Official Newell moved to dispense with the reading and approve the November 15, 2012 Technical Review Committee regular meeting minutes; seconded by Public Works Director Allen. Motion carried unanimously. IV. NEW BUSINESS — Chairperson. A. Okeechobee County. 13- 001 -TRC. Application was submitted by Ron Cauthan, P.E. for Chastain Skillman, Inc., on behalf of the property owner, Okeechobee County BOCC, in regards to the construction of a new 12,000 square foot government office building and drive —thru located at 307 NW 51h Avenue, Okeechobee, FL. This is Phase One of the Master Site Plan — Senior Planner. The Master Site Plan included with the application, identified for this property the existing Property Appraiser and Tax Collectors office building, the proposed 12,000 square foot subject building, a future 12,800 square foot government office building, retention area, and two future parking lots, one with 22 spaces and a drive -thru, the other with 11 spaces, two being handicapped. TRC - February 21, 2013 - Page 2 of 3 IV. NEW BUSINESS CONTINUED. A. Okeechobee County. 13-001-TRC continued. The focus of discussion was on the parking requirements, how much could be reduced and what could be deferred, as basically the applicant was requesting no off - street parking be constructed for the new building. Planner Brisson explained the proposed govemment building's 27 parking space requirement was based on the net square footage (10,911 s.f.), rather than the normal gross square feet area. The applicant is requesting a 50 percent reduction in parking space requirements (13 spaces) and to defer the construction of off - street parking areas indefinitely. A parking study /survey supplied by the applicant indicates 121 on- street parking spaces in the immediate vicinity, an average of 70 were being occupied. Mr. Donnie Oden, County Facilities Maintenance and Development Services Director, added that while conducting the study, it was observed the majority of spaces occupied at the corner of Northwest 6th Avenue, were Sheriffs Office employees. County and Sheriffs Office Staff are working toward resolving this by proposing to move surplus vehicles from the Sheriff Office on -site parking lot to another area on their property. This would allow Sheriff Office employees to park in their designated area and open more on- street spaces. Following a lengthy discussion, the consensus of the TRC was to reject the proposal to indefinitely defer off - street parking construction, and require the 22 -space parking area identified on the Master Site Plan as "Future Parking," and located on the Northwest corner be constructed by Fiscal Year 2014 -2015. In addition, a Photometric Lighting Plan will need to be submitted prior to constructing the parking. Discussion then turned to the Landscaping Plan, which needs to be modified to include seven additional trees along Northwest 4th Street. It was noted that the County Extension Office staff examined the mature oak tree on the site and it will have to be removed. It was also noted by Major Noel Stephen, Okeechobee County Sheriffs Office, that there had been no final decisions made regarding the Sheriffs Office possibly occupying the current Property Appraiser and Tax Collectors office building. Comments from the Departments: County Environmental Health Department: No issues were received. OUA: Mr. Hayford stated the project would be connecting to the water main tied onto Northwest 7th Avenue extending eastward under the skate park, and further to Northwest 3rd Street; and tying into the existing 2- inch water main on Northwest 5th Avenue. A fire hydrant will be installed at the corner of Northwest 5th Avenue and 3rd Street to provide additional fire protection for the south side. In regards to wastewater, the project will be tying into the gravity line running along Northwest 5th Avenue. OUA Field Crews completed pressure testing for the site; an issue with slower flow was discovered on Northwest 2nd Street which could be due to deteriorating values on Parrott Avenue (Highway 441), these will be scheduled for repair after the winter season. Building Official: Mr. Newell's main concern was employee parking. The reason for the new building is because of the state's requirement that the driver's license bureau be housed with the Tax Collectors office. This will create an increase in traffic for this area and he suggested a designated employee parking lot. Public Works: Mr. Allen was concerned with parking as well and with how the County would be enforcing the designated parking areas for the employees. His other concern was maintaining enforcement consistency of allowing the County to park on unimproved areas, when other businesses have been required to improve the parking area, or move the vehicles. One suggestion noted was to add signage for employee only parking area. Police Department: No issues were received. TRC - February 21, 2013 - Page 3 of 3 IV. NEW BUSINESS CONTINUED. A. Okeechobee County. 13- 001 -TRC continued. Fire Department: Chief Smith noted that all entrances, exits, and alleyways would have to be open for Fire Department equipment, and marked appropriate for no parking in these areas. Fire Chief Smith moved to approve Application No. 13- 001 -TRC to construct a new 12,000 square foot government office building and drive —thru located at 300 NW 60 Avenue, with the following contingencies: The TRC finds and recommends to the City Council that there is sufficient surplus on- street parking in the immediate vicinity of the proposed building to justify the reduction of the required parking by 13 spaces. The TRC finds and recommends to the City Council that there is sufficient surplus parking in the immediate vicinity of the proposed building to justify deferral of the construction of a 22 space parking lot until 2014/15 Fiscal Year. The Landscape Plan be modified to include seven additional trees to be located in the 10 -foot perimeter buffer along the 170 foot of frontage of the project along Northwest 4th Street. Submittal of a Photometric Lighting Plan meeting the requirements of City Code Section 78- 71(a)(5) prior to construction of the 22 space parking lot; seconded by Public Works Director Allen. Motion carried unanimously. V. ADJOURNMENT— Chairperson. There being no further items on the agenda, Chairperson Whitehall adjourned the Technical Review Committee meeting at 11:14 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. rian all, Chairperson ATTEST: Patty MBljrnette , Secretary CITY OF OKEECHOBEE -F 13oLfIL\( 211-013 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES /603 I. CALL TO ORDER - Chairperson: February 21, 2013 Technical Review Committee Meeting, 1,@'60 a.m. II. STAFF ATTENDANCE - Secretary Administrator Whitehall Building Official Newell Chief Davis Chief Smith Engineer Public Works Director Allen Non - Voting Ex- Officio Member: Attorney Cook itt e gi.5( County Health Department McCoy OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette III. MINUTES - Secretary. Present Abse A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the November 15, 2012 regular meeting. 1;30 Ne l 1 moved to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the November 15, 2012 regular meeting; seconded by P b h ilrel . VOTE YEA NAY ABSTAIN ABSENT vile o`v1 5en� V Position vacant at this time Davis ✓ Newell ✓ Smith ✓ r✓ W A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the November 15, 2012 regular meeting. 1;30 Ne l 1 moved to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the November 15, 2012 regular meeting; seconded by P b h ilrel . VOTE YEA NAY ABSTAIN ABSENT Allen v Davis ✓ Newell ✓ Smith ✓ W PROVE[ DENIED D — &fir Lt)ata r 6-ex CQ, 9 biable Ma.¢a1 -tied YW V oLo 1t1 abvc.., v(ra WaFeym ) &tat nguvn -e a.s -iuo to pt±, voa,rf- -f'v 3 S j- E' Le go ►u w 5 1 it-re,j, t c orrtev 3r4Sf - ,Are' loo v Ii-vt - `E'1 e 1 ri q 1 nk't� y tl . 1�awi JAL Lt3, c •) r(k) a-8-b. 14-4-to I : �` %e-4 J /r t ble, bad Ya l cu s o n LI LP". c(-4/3.1,,_) On fina Si-rc2 I Lo cif Ce paa r a'-' 1,0 Ink,- 'g9 tsr∎ (6-ep. plrotskat pre ✓i.6us.Por,)s- Boos a re Oooce rl ls'• acct s5 - $re &( inert PLOD — re km 1-1,1'm arc a-- p ud- ;n f4-'IcA- tp f- SFwMa rte n' (\I -60 Q,u1 s1 -►'n.q tOU L d• part la) per► cc, S-t -ar, Cove ✓eC C & pok - i''1pS L 4 ' ruki) 2 b tack_ CO 041 ate+ - demO'd (x) Budd y lo nq b IV. NEW BUSINESS - Chairperson. 10: 5 A. Okeechobee County. 13- 001 -TRC. Application was submitted by Ron Cauthan, P.E. for Chastain Skillman, Inc., on behalf of the property owner, Okeechobee County BOCC, in regards to the construction of a new 12,000 square foot government office building and drive -thru located at 307 NW 5th Avenue, Okeechobee, FL. This is Phase One of the Master Site Plan - Senior Planner. regbires Discussion: Planner Br is. son New pav ine S paces ('&1Ltct Far IC A hq b. 13 space s - Sur pLu s o o - S f-ra t na l does thou) bur pk p 1(t i 13 *here_ (10-re m r1 i remf t ii ng S'pa - o Sorn2 f -lme_ he -u f�c re t -V n Oaactri rveckd. q46'-f-1- i r (1(Ail0e, no-4h k need 3 o -f ±re i Sfxt02s . - i'htn95 COm k'r . ct rY 11 - Jarr, -�a consI ✓ L ae rrcz `� ire loca pa rg 11 rf commeda-hcr1 4f creel r1L A-5 Ark re:c ry r { Yael-tec) n C-t hi f C►ou Pang shtely or L frDn jpao(.t,r2 is oucLect 10v-ov ist on e Pct -k✓ h (I a pp L.L. re -}or 0 n.�Fud_ cf iSpuLe., Motion: 0 b E'er 6"\-31'. moved t pprov deny site plan review submitted by Ron Cauthan, P.E. for Chastain Skillman, Inc., on behalf of the property owner, eechobee County BOCC, in regards to the construction of a new 12,000 square foot government office building and drive -thru located at 307 NW 5th Avenue, Okeechobee, FL. This is Phase One of the Master Site Plan; seconded by Contingencies: L,1 \oa c>l__. VOTE YEA NAY ABSTAIN ABSENT Allen .r Davis L.-- Newell ✓ -V Smith Whitehall APPROVED DENIED V. ADJJOURNMENT - Chairperson. ha-0 There being no further items on the agenda, Chairperson adjourned the Technical Review Committee Meeting at 1 I 14' a.m. 2 Pa(lonc Issue asCCUSS)on -Bo SE poc-hon +till of Cars VVOu.td Lac desfortc ect ployet pa-nU5 ses peCiAllqv dtLytil flea. 10-7 rite - puiol,Lc ti. 0-0 bey-Int'e 6d•en, °Wein/5 bee. �i'l�o✓ S;Cph2h : Buses fo■ &et? grid use. S( cut v e (nicks To..c.1i9 r t9 onset a$hree+ cure a_ cure c1._ (Oki 14o5p t .l 5)1 ri f mat/ hax d Si-e t t- m lie d g fas "rata Lout ai,Ay -not Save QOrn coolc ye r (7pt,n or 5th A-vc_ Vivouu n 'f- be +'he re_ cvnn pteato 1 c ie: .IQ • C'at -Ipbait&t0 t kf b t,cde,t ct,V (FY) as spaces r T -f Iv rani Le+ PA/Ai LOA. — d Ifsea ecL e e_ -- Otd_ Mct±tre, 59/. Y ed. -tic 6t, 5 carK rig Coved le- u��-- ue s� s tCb.4�1 (D' Pvc', t t,1 tie(' a. rC a p„)eud lot,/ d e kerat -4-111 AA) a Mori degt e nt (t t ea_p ify i. t Spaces arozX& 01od O occupicc,riud, duan, 10)0005g0.4 -t 'Ruci y not) c dct-hoi u)ti 1 b-c t DL Bu.recu.L_ aooOSt• pa Ktrt . 50i. re dux 4-7o ,-rct..t o f t spares S o rre-h rr ► i LTu. -+arc pa ✓ �i Shad/.1 s a to to roprta.k Cv+w1-74 has f-t. u..pKOia tests wla conk's+ t _ ye--4- J-c of _ Aft (lo pavta - ( no "Brian - ? Co{ fit car -•tr t i etAts PYCC CJ vvt, wU„vbsi t rigs Can +r ride nck,s 5a- a:j -44 e 4--c virc1 • cons r oyi o 5 ~c[g r 4- 1.11 N.¢ -,cf y (4 -IS p Id- ° Sttirne. ct,,5 #3 cirx.e u_s•1 -Li iorto+r f Cuns-i-ruc{-to:A o1' o2 :t -spacE PariG,r� to--I CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA FEBRUARY 21, 2013 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER FEBRUARY 21, 2013, 10:00 a.m. - Chairperson. II. STAFF ATTENDANCE - Secretary. Voting Members: Denny Davis, Police Chief David Allen, Public Works Director Jeffery Newell, Building Official Herb Smith, Fire Chief Brian Whitehall, Administrator Non - Voting Ex- Officio Member: Doug McCoy, Okeechobee County Health Department John Hayford, Okeechobee Utility Authority Bill Brisson, Senior Planner, LaRue Planning and Management John Cook, City Attorney School Representative Patty Burnette, Secretary III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the November 15, 2012 regular meeting. IV. NEW BUSINESS - Chairperson. A. Okeechobee County. 13- 001 -TRC. Application was submitted by Ron Cauthan, P.E. for Chastain Skillman, Inc., on behalf of the property owner, Okeechobee County BOCC, in regards to the construction of a new 12,000 square foot government office building and drive —thru located at 307 NW 5th Avenue, Okeechobee, FL. This is Phase One of the Master Site Plan — Senior Planner. V. ADJOURNMENT TECHNICAL REVIEW COMMITTEE MEETING — Chairperson. PLEASE TAKE NOTICE AND BE ADVISED that if any person desires 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. Media is the sole purpose of backup for official records of the Department. 1 INDEPENDENT _ NEWSPAPERS OKEECHOBEE NEWS J STATE OF FLORIDA COUNTY OF OKEECHOBEE 107 S.W. 17th Street, Suite D, Okeechobee, FL 34974 Before the undersigned authority personally appeared Tom Byrd, who on oath says he is Publisher of the Okeechobee News, a three tunes a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attachd.copy of advertisement being a t-&It, r _ i 'J''1 L'-'L'(' in the matter of in the 19th judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of 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 fur- ther says that she has neither paid nor promised any person, firm or corporation any discount, rebate, com- mission or refund for the purpose of securing this advertiseme -for publication in the said newspaper. Toni Byrd Sworn to and subscribed before me this `> _—day of Notary Public, State of Florida at Large t ANGIE BRIDGES MY COMMISSION # EE 177653 EXPIRES: April 20, 2016 Bonded Thru Notary Public Underwriters (863) 763 -3134 TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN that the Technical Review Committee of the City of Okeechobee will meet in Regular Session on Thursday, Febru- ary 21, 2013, at 10:00 a.m., City Hall, 55 SE 3rd Ave, Rm 200, Okeecho- bee, Florida. The public is invited and encouraged to attend. Contact Patty Burnette at 863 - 763 -3372, or website www.citvofokeechobee.cony . to ob- tain a copy of the agenda. PLEASE TAKE NOTICE AND BE ADVISED that no stenographic record by a certified court reporter will be made of the foregoing meeting. Accordingly, any rson who may seek to appeal any declslon involving the matters no- teedpherein will be responsible for making a verbatim record of the testimo- ny and evidence at said meeting upon which any appeal is to be based. In accordance with the Americans with Disabilities Act (ADA) of 1990 per- sons needing special accommodation to participate in this proceedin g should contact the General Services Office at 863 - 763 -3372 for assistance. by: Brian Whitehall, City Administrator 436353 ON 2/15/2013 CITY OF OKEECHO. E Application for Site Plan Review Rev. 04/1 l Page I of 2 1030.0o 351to3 e x.-41 ate: a -a� -►3 eechobee, administrator FTC 33872 -0101 ee, FL 34974 obee,FL 34974 ilding layout, how the business or use ected; hours of operation; location, I page if necessary. ngs, dwelling units, occupied or Property Appraiser ( X No • I , OF'OIC c ��Ll 'SO ` Z IP ` ;- r+ + • r -n �� Oi 0.4r, —'' ; �� :''�� .�� . Bf City of Okeechobee General Services Department L1.) 55 S.E. 3" Avenue, Room 101 '31.� Okeechobee, Florida 39974 -2903 Phone: (363) 763 -3372, tit. 218 Fax: (863) 763 -1636 e-mail: element�cityofekeecbobee.com Date Reef App Fee Paid: Receipt N Hearing C APPLICANT INFORMATION 1 Name of property owner(s): Okeechobee County 2 Owner mailing address: 304 Northwest 2nd St, Rm.?/103, Ok ' 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Robbie Chartier, County 6 Contact person daytime phone(s): 863-763-6441 7 Engineer: Name, address and phone number: Chastain Skillman, Inc., P.O.Box 7036,Sebring, Bbl— • —4160 Surveyor: Name, address and phone number: Tradewinds Surveyors,200 S.W,3rd Ave., Okeechol 863 -761 -7887 PROPERTY and PROJECT INFORMATIOT 9 Property address/directions to property: 307 NW 5th Avenue, Okeech 10 Parcel Identification Number 3-15-37-35-0010-01270-0010 Current Future Land Use designation: Public Facilities 11 12 Current Zoning district: PUB- Public Facilities 13 Describe the project including all proposed uses, type of construction and conceptual bu is expected to operate on the site, including but not limited to: number of employees exp extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additiona - , Review of MasterSite Plan_ Review of Phase One 74 Describe existing improvements on property (for example, the number and type of build vacant, etc.). Use additional page if necessary. Existing approx. 10,000 SF building utilized by Office and Tax Collector Office. I15 . Total land area in square feet (if less than two acres): 2.06(& or acres: 16 is proposed use different from existing or prior use Yes) Rev. 04/1 l Page I of 2 1030.0o 351to3 e x.-41 ate: a -a� -►3 eechobee, administrator FTC 33872 -0101 ee, FL 34974 obee,FL 34974 ilding layout, how the business or use ected; hours of operation; location, I page if necessary. ngs, dwelling units, occupied or Property Appraiser ( X No Patty Burnette From: Brian Whitehall < bwhitehall @cityofokeechobee.com> Sent: Tuesday, March 05, 2013 2:55 PM To: 'Councilman Clayton Williams'; Councilman Devin Maxwell; Councilman Dowling Watford; Mayor Kirk Cc: Igamiotea @cityofokeechobee.com; 'Patty Burnette'; 'David Allen.; rbrock @cityofokeechobee.com; mjahner @cityofokeechobee.com Subject: County prkg reductn request removed from this agenda Gentlemen - After speaking with Administrator Chartier, the County wishes to remove the matter of a parking reduction request from the County for their proposed Driver Lic facility and new Appraiser /Collector's office building. Apparently the County has not discussed the City TRC Committee's decision and wishes to do so, prior to the City Council's deliberation. Thanks 144" 11/171411 Administrator City of Okeechobee (863) 763 -3372 ext: 212 fax: (863) 763 -1686 E -Mail: bwhitehallRcitvofokeechobee.com Website: http: / /www.cityofokeechobee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. Staff Report Site Plan Review Prepared for: The City of Okeechobee Applicant: Okeechobee County (Property Appraiser/Tax Collector/ Drivers License Office Building and Future Government Building) Petition No.: 13- 001 -TRC Planning Management Services, Inc. 1375 Jackson Street, Suite 206 'oil Myers, Florida 239.334 -3366 Serving Florida Local Governments Since 1988 Staff Report Applicant: Okeechobee County Petition No.: 13- 001 -TRC Site Plan Review Future Land Use Map Classification Zoning District Use of Property Acreage Existing Public Facilities PUB Offices of the Property Appraiser and Tax Collector About 90,000 sq. ft. (2.066 ac.) Proposed Public Facilities PUB Property Appraiser, Tax Collector, Drivers License (PA/TC /DL), Sheriffs offices. About 90,000 sq. ft. (2.066 ac.) Adjacent FLUM Classifications, Zoning Districts, and Existing Land Use North: Future Land Use Map Classification Zoning District Existing Land Use East Future Land Use Map Classification Zoning District Existing Land Use South Future Land Use Map Classification Zoning District Existing Land Use West: Future Land Use Map Classification Zoning District Existing Land Use Public Facilities PUB Sheriff's Department Single - Family & Commercial CPO Florida Community Health Ctr. and offices Commercial CPO Duplex residences and vacant land Public Facilities PUB Recreation area Adequacy of Public Facilities Potable Water and Sanitary Sewer: The plans show an 8 inch water main proposed to be extended to the site from an existing OUA water main to provide fire protection. The building water service will come off this main. Mr. John Hayford, OUA Director, has provided all information on the OUA water system necessary for me to prepare the FDEP permit application for Extension to a Public Water System. The sanitary service has been placed on the drawings in accordance direction from Mr. Hayford. OUA has adequate capacity to meet the water and wastewater demands required by this building. 2 Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Okeechobee County Petition No.: 13- 001 -TRC Off- street Parking; number of spaces Existing PA /TC building has no formal marked off - street parking spaces although some vehicles park in an informal manner. Other employees and visitors use the on- street parking. Presumably, this building is grandfathered without the need to provide off - street parking. Therefore the parking requirement for this project is limited to that necessary to serve the new PA /TC /DL. @ one space per 400 square feet of governmental offices. 10,911 sf new PA /TC /DL building requires 27 spaces. If a parking reduction is approved under the provisions of Sec. 90 -485, the reduction is limited to not more than 50% of the number of required off - street parking spaces may be deferred. Therefore the maximum number that may be deferred is 13, leaving 14 required off - street spaces. No parking spaces are proposed at this time for the new PA /TC /DL building. The Applicant is proposing to request a reduction of 50% (13 spaces) in the number of required off - street parking spaces under Sec. 90 -485 because there is surplus on- street parking in the immediate vicinity. We agree there is sufficient surplus parking, in the immediate vicinity of the proposed PA/TC /DL build- ing that is not required by other uses . Further, we agree that the surplus is sufficient to justify reducing the parking requirement by 13 spaces, the most per- mitted under Sec. 90- 485(e). In addition, the Applicant is requesting to defer the balance of the required off - street parking spaces (14) because the Applicant believes there are sufficient on- street parking spaces available to accommodate existing on- street parking demand and that of the PA /TC /DL building. As required under Sec. 90- 483(4), the site plan shows the future location of a parking lot immediately north of the PA/TC /DL building. Although the parking lot is shown to contain 22 spaces, the actual number of deferred parking spaces required is 14. Additional discussion regarding required parking is provided on the following page Serving Florid9 Local Gol'ernmell[s Since 1988 4 Staff Report Site Plan Review Applicant: Okeechobee County Petition No.: 13- 001 -TRC Design of parking lot access and interior circulation. First parking space should be at least 20 feet from the property line to allow entering vehicles to pull off the right -of- way. First parking space is 20 feet from the property line. The drive -thru lane is nine feet wide. While there is no specific provision regarding the minimum width of a drive -thru lane, a nine -foot lane was previously approved for at least one drive -thru bank operation. Off - street Loading Based on the requirement for one loading space for 10,000 to 40,000 square feet of government office space, one 10' x 30' off-street loading space is required. One 10' x 30' space is to be located east of PA/TC /DL building with access and egress provided along the exiting north -south driveway between NW 3rd and 4th Streets. Minimum Driveway Width 24 -feet for 90 degree parking Landscaping Overall lot area landscaping [Sec. 90-532] One tree and three shrubs for each 3,000 sf of lot area. In this case the area subject to development is 53,550 sf�(315 feet frontage along NW 6 Av. to a depth of 170 feet) Trees required = 18 Shrubs required = 54 18 trees and 233 shrubs Nonresidential Parking Area [(Sec. 90 -533 (1) & (2)] 18 sf of landscaped area per required parking space. With 27 parking spaces required = 486 sf of landscaped area. One tree per 72 sf of required landscaped area = 7 Landscaped area is well in excess of the minimum 486 sf required. Ten trees shown in deferred parking lot. Nonresidential Parking Area [(Sec. 90-533 (4)] Minimum two feet of landscaping between vehicular use areas and buildings. Presumably this would apply to a drive through service aisle. Nonresidential Parking Area [(Sec. 90-533 (6)] One landscaped island for every ten parking spaces (minimum size 55'x15' and one tree) 22 spaces requires two landscaped islands. Two landscaped islands, each with one tree, and of adequate size are shown. Serving; Florida Local Governments Since 1986 6 Staff Report Site Plan Review Applicant: Okeechobee County Petition No.: 13- 001 -TRC Recommendation Based on the foregoing analysis and comments, we recommend approval of the site plan with the following stipulations. 1. The TRC finds and recommends to the City Council that there is sufficient surplus on- street parking in the immediate vicinity of the proposed building to justify the reduction of the required parking by 13 spaces. 2. The TRC finds and recommends to the City Council that there is sufficient surplus on- street parking in the immediate vicinity of the proposed building to justify deferral of the 14 required off - street parking spaces remaining as a result of the reduction in parking requirements identified in Stipulation #1; and further, that the Applicant enter into the written agreement outlined in Sec. 90- 483(4)(b). 3. The landscape plan is modified to include seven additional trees to be located in the 10 -foot perimeter buffer along the 170 of frontage of the project along NW 4th Street. 4. The Applicant submits a photometric lighting plan meeting the requirements of Sec. 78- 71(a)(5). Submitted by: Wm. F. Brisson, AICP Planning Consultant February 14, 2013 TRC Hearing date: February 21, 2013 Attachments: Future Land Use Map Zoning Map Aerial photograph showing existing land uses Serving FInrida Lora Governments Since 19$8 8 Staff Report Site Plan Review Applicant: Okeechobee County Petition No.: 13- 001 -TRC Subject Property 70 6th St. 97 FUTURE LAND USE MAP 102 103 104 NW 4th St. COMPREHENSIVE PLAN LAND USE SINGLE - FAMILY MI MULTI - FAMILY EN COMMERCIAL INDUSTRIAL PUBLIC FACIUTIES RESIDENTIAL MIXED USE Serving flndda Local Governments Since Iutiti 9 Subject Property Staff Report Site Plan Review Applicant: Okeechobee County Petition No.: 13- 001 -TRC AERIAL PHOTOGRAPH SHOWING EXISTING LAND USES Serving Florida Local Governments Since 1988 11 Relocate Employee Parking on NW 6th Ave to Existing Parking Lot. Remove Surplus Vehicles from existing parking area to Propos:d Storage Yard Proposed Storage Yard •llllll111111llilll111li • • s ■ll■llllllllllll ■l■ ie.■ lig Ali` L'17;:44 chastain STORMWATER INFORMATION AND CALCULATIONS FOR ENVIRONMENTAL RESOURCE PERMIT Okeechobee County Property Appraiser, Tax Collector and Driver's License Building October 30, 2012 Prepared by Chastain - Skillman, Inc. Certificate of Authorization No. CA262 363 U.S. Highway 27 South Sebring, FL 33870 Prepared for Okeechobee County Board of County Commissioners 304 Northwest 2"d Street, Room #103 Okeechobee, FL 34972 Submitted to South Florida Water Management District 04(14 ENGINEER Wendy G. Contner, P.E. Fla. Reg. No. 70604 CSI File No. 9598.01 Copyright © 2012 Okeechobee Property Appraiser Stormwater Calculations Table of Contents Page No. STORMWATER CALCULATIONS REPORT 1 thru 5 List of Supporting Attachments Attachment No. POND MODEL (INPUT /OUTPUT DATA) 1 CSI File No. 9598.01 i Okeechobee Property Appraiser Stormwater Calculations 1.0 PROJECT SUMMARY The project entails the construction of a new building to serve as the new Property Appraiser /Tax Collector /Driver's License office. The building is located just southwest of the existing Property Appraiser /Tax Collector office located North of NW 3rd Street between NW 5th Avenue and NW 6th Avenue in Okeechobee, Florida. The existing building will remain and will be utilized by the Okeechobee County Sheriff's department. 2.0 EXISTING SITE The 2.07 acre parcel as mentioned above contains the existing 10,600 sq. ft. Property Appraiser /Tax Collector office, a 1,300 sq. ft. warehouse building, temporary grass parking areas and associated drives and pavement. The existing improvements were constructed back in the mid 1960's. The remainder of the site is undeveloped. There are no existing SFWMD permits on the 2.07 acre parcel. 3.0 PROPOSED SITE IMPROVEMENTS The proposed improvements include demolition of the 1,300 sq. ft. warehouse building and 1,476 sq. ft. of concrete pavement. Construction of a new 12,000 sq. ft. building is proposed which will serve as the new Property Appraiser /Tax Collector /Driver's License office along with a new 1,557 sq. ft. access drive. A dry retention pond is proposed along the west and southern boundary of the proposed building. The pond's outfatl will tie into the existing curb inlet located at the corner of N.W. 6th Avenue and N.W. 3rd Street. The new 1,557 sq. ft. access drive will not be picked up in the proposed stormwater management system due to site restrictions. However, the overall net "pavement" proposed is only 81 sq. ft. (1,557 sq. ft. new - 1,476 sq. ft. existing). Therefore, the 81 sq. ft. is considered to be a minimal increase to the overall site. 4.0 CURVE NUMBERS Pre / Post - Developed Conditions CN for Open Area (HSG B /D, Fair Condition) 84 CN for Impervious Area 98 CN for Retention Areas 100 According to the USDA NRCS Web Soil Survey the soil within the project site is the Immokalee find sand (Map Unit No. 11). CSI File No. 9598.01 1 Okeechobee Property Appraiser Stormwater Calculations 5.0 SOILS DATA Andersen Andre Consulting Engineers, Inc. performed subsurface exploration and geotechnical engineering evaluation of the project site. The report is provided as part of the application submittal and includes seasonal high groundwater level estimate and permeability rates. 6.0 BASIN SUMMARY FOR PRE - DEVELOPMENT CONDITIONS The existing site's topography is relatively flat; runoff from the site enters the adjacent streets storm sewer. Therefore, the existing and post condition basin areas will be the same for design and modeling purposes. BASIN TOTAL BASIN AREA WEIGHTED AREA TC (ACRES) CN CN (ACRES) (MIN) IOpen Space Pervious 0.50 84 84 0.50 10.0 7.0 BASIN SUMMARY FOR POST- DEVELOPMENT CONDITIONS As mentioned above, the basin area is the same for the post - development conditions. BASIN TOTAL BASIN AREA WEIGHTED AREA TC (ACRES) CN CN (ACRES) (MIN) Proposed 12,000 SF BLDG Basin Open Space (HSG D Fair Condition) Proposed Building (12,000 SF) Pond Area 0.18 0.28 0.04 84 98 100 93 0.50 10.0 CS! File No. 9598.01 2 Okeechobee Property Appraiser Stormwater Calculations 8.0 POND SUMMARY Pond Summary - 12000 sf building Pond Bottom 29.0 Pond Bottom Area 1,861 sf Top of Bank Elevation 30.0 Top of Bank Area 4,802 sf Avera•e Sideslo• Retention Elevation 29.0 -s Area Stage Stage (ft) 0.00 - Storage Area (sf) 1,861 5:1 Area (ac) 0.04 Inc. Vol. (cf) 0 29.45 0.45 3,184 0.07 1,135 30.0 Drainage Basin Total Drainage Water Quality Total Drainage 1.00 Area Requirements Area 4,802 (DRY RETENTION) 0.11 0.50 21,780 2,196 ac. sf Pond Area 4,802 sf Roof Area 12,000 sf Total Drainage Area -Pond Area 16,978 sf Site Area for water quality 4,978 sf Impervious Area (Except Roofs) 290 sf Percent Impervious 5.83 % SFWMD Treatment Volume Requirements: The Treatment Volume is the greater of the foltowin : 1) 1" 1.00 in. (CONTROLS) First Inch of Runoff Volume 1,815 cf 2) 2.5" x % Impervious 0.15 in. Detention Volume 206.1 cf Required Wet detention Volume 1,815 cf Required Dry detention Volume 1,361 cf Required Dry Retention 908 cf Control Structure Design: Overflow Weir Elevation 29.45 Weir Opening 2.0 ft Provided Retention Volume 1,135 cf CSI File No. 9598.01 3 Okeechobee Property Appraiser Stormwater Calculations 9.0 SFWMD 100 -YR, 72 -HR STORM ZERO DISCHARGE RUNOFF VOLUME Per the Basis of Review, by definition the minimum building floor elevation shall be at least as high as the 100 -year, 72 -hour storm zero discharge runoff. Below is the calculation computing the 100 -year, 72 -hour zero discharge runoff volume. 1. Total rainfall (P) is 10.0 inches per the 3 -Day Isohyetal Map: 100 year return period. 2. Depth to seasonal high water table = 2.5 ft; compacted soil storage = 3.42 in. (Figure E -1) 3. Composite site soil moisture storage (S) = (0.18 ac /0.5 ac) x 3.42 = 1.23 in. 4. Total runoff in inches (QJ = (P - 0.2S)2/ (P + 0.85) = 8.66 in. 5. SCS Runoff Volume for Project Area of 0.50 acres = 0.36 ac -ft 6. Project Storage: 0.36 ac -ft (see table below) Elevation 29.0 30.0 31.0 31.5 Stage (ft) 0.0 1.00 2.0 KIM Retention Area (sf) 1,861 4,802 0 0 Site Pervious Area (sf) 0 0 9,638 10,752 Total Area (sf) 1,861 4,802 9,638 10,752 Total Area (ac) 0.043 0.110 0.221 0.247 Inc. Vol. (cf) 0 3,331 7,220 5,098 Volume (cf) 0 3,331 10,551 15,649 Volume (ac -ft) 0.00 0.08 0.24 0.36 7. 100 -year Site Stage = 31.5 ; Proposed Finish Floor Elevation = 31.5 CSl File No. 9598.01 4 Treatment Volume Drawdown Analysis: Treatment Volume Recovered in 24 hrs 1,135 cf Pond Equivalent Length and Width: Length 259.0 ft Width 7.2 ft 9.0 SFWMD 100 -YR, 72 -HR STORM ZERO DISCHARGE RUNOFF VOLUME Per the Basis of Review, by definition the minimum building floor elevation shall be at least as high as the 100 -year, 72 -hour storm zero discharge runoff. Below is the calculation computing the 100 -year, 72 -hour zero discharge runoff volume. 1. Total rainfall (P) is 10.0 inches per the 3 -Day Isohyetal Map: 100 year return period. 2. Depth to seasonal high water table = 2.5 ft; compacted soil storage = 3.42 in. (Figure E -1) 3. Composite site soil moisture storage (S) = (0.18 ac /0.5 ac) x 3.42 = 1.23 in. 4. Total runoff in inches (QJ = (P - 0.2S)2/ (P + 0.85) = 8.66 in. 5. SCS Runoff Volume for Project Area of 0.50 acres = 0.36 ac -ft 6. Project Storage: 0.36 ac -ft (see table below) Elevation 29.0 30.0 31.0 31.5 Stage (ft) 0.0 1.00 2.0 KIM Retention Area (sf) 1,861 4,802 0 0 Site Pervious Area (sf) 0 0 9,638 10,752 Total Area (sf) 1,861 4,802 9,638 10,752 Total Area (ac) 0.043 0.110 0.221 0.247 Inc. Vol. (cf) 0 3,331 7,220 5,098 Volume (cf) 0 3,331 10,551 15,649 Volume (ac -ft) 0.00 0.08 0.24 0.36 7. 100 -year Site Stage = 31.5 ; Proposed Finish Floor Elevation = 31.5 CSl File No. 9598.01 4 Okeechobee Property Appraiser 10.0 MODEL RESULTS SUMMARY PRE - DEVELOPMENT Stormwater Calculations 25 -Yr, 3 -Day Discharge (cfs) 25 -Yr, 1 -Day Discharge (cfs) Existing 1.99 1.81 POST- DEVELOPMENT 25 -Yr, 3 -Day Stage 25 -Yr, 3 -Day Discharge (cfs) Pond 29.88 1.76 25 -Yr, 1 -Day Stage 25 -Yr, 1 -Day Discharge (cfs) 100 -Yr, 3 -Day Stage CSI File No. 9598.01 5 chastain OKEECHOBEE COUNTY PROPERTY APPRAISER/TAX COLLECTOR/DRIVER'S LICENSE OFFICE PONDS Model (Input /Output) Data Attachment 1 .chastainSKILLMAN. can PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Proiect Data Project Name: 12000 SF BUILDING Simulation Description: 25YR -3 DAY 25YR - 1 DAY TREATMENT RECOVERY Project Number: 9598.01 Engineer : WENDY G. CONTNER, P.E. Supervising Engineer: Date: 10 -30 -2012 Aquifer Data Base Of Aquifer Elevation, [B] (ft datum): 27.40 Water Table Elevation, [WT] (ft datum): 27.50 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 6.00 Fillable Porosity, [n] ( %): 20.00 Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 259.0 Equivalent Pond Width, [W] (ft): 7.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) 29.00 30.00 Area (ft2) 1861.0 4802.0 Discharge Structures Discharge Structure #1 is active as weir Structure Parameters Description: OVERFLOW Weir elevation, (ft datum): 29.45 Weir coefficient: 3.13 Weir length, (ft): 2 Weir exponent: 1.5 12000 SF BUILDING 10 -30 -2012 09:54:09 Page 1 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Discharge Structures (cont'd.) Discharge Structure 1(cont'd) Taiiwater Description: Flow Type: Data Format: Units: Reduction Factor. Elapsed Time (hrs) 0 24 72 Grate El of Curb Inlet Two directional, into /out of pond Elapsed time English Modified Mavis equation Elevation (ft datum) Discharge Structure #2 is inactive Discharge Structure #3 is inactive 29.23 29.23 29.23 12000 SF BUILDING 10 -30 -2012 09 :54:10 Page 2 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: EXISTING (25 yr -3 day) Hydrograph Type: Inline SCS • Modflow Routing: Not routed Repetitions: 1 Basin Area (acres) 0.500 Time Of Concentration (minutes) 10.0 DCIA ( %) 0.0 Curve Number 84 Design Rainfall Depth (inches) 8.5 Design Rainfall Duration (hours) 72.0 Shape Factor UHG 484 Rainfall Distribution South Florida WMD 72 Hour Initial ground water level (ft datum) default, 27.50 No times after storm specified. Scenario 2 :: EXISTING (25 yr -1 day) Hydrograph Type: Inline SCS • Modflow Routing: Not routed Repetitions: 1 Basin Area (acres) 0.500 Time Of Concentration (minutes) 10.0 DCIA ( %) 0.0 Curve Number 84 Design Rainfall Depth (inches) 7.0 Design Rainfall Duration (hours) 24.0 Shape Factor UHG 484 Rainfall Distribution SCS Type II Florida Modified Initial ground water level (ft datum) default, 27.50 No times after storm specified. Scenario 3 :: PROPOSED (25 yr -3 day) Hydrograph Type: Inline SCS Modflow Routing: Routed with infiltration Repetitions: 1 Basin Area (acres) 0.500 Time Of Concentration (minutes) 10.0 DCIA ( %) 0.0 Curve Number 93 Design Rainfall Depth (inches) 8.5 Design Rainfall Duration (hours) 72.0 Shape Factor UHG 484 Rainfall Distribution South Florida WMD 72 Hour Initial ground water level (ft datum) default, 27.50 No times after storm specified. 12000 SF BUILDING 10 -30 -2012 09:54:10 Page 3 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data (cont'd.) Scenario 4 :: PROPOSED (25 yr -1 day) Hydrograph Type: Inline SCS Modflow Routing: Routed with infiltration Repetitions: 1 Basin Area (acres) 0.500 Time Of Concentration (minutes) 10.0 DCIA ( %) 0.0 Curve Number 93 Design Rainfall Depth (inches) 7.0 Design Rainfall Duration (hours) 24.0 Shape Factor UHG 484 Rainfall Distribution SCS Type II Florida Modified Initial ground water level (ft datum) default, 27.50 No times after storm specified. Scenario 5 :: TREATMENT VOLUME Hydrograph Type: Slug Load Modflow Routing: Routed with infiltration Treatment Volume (W) 1135 Initial ground water level (ft datum) default, 27.50 Time After Time After Storm Event Storm Event (days) (days) 0.100 2.000 0.250 2.500 0.500 3.000 1.000 3.500 1.500 4.000 12000 SF BUILDING 10 -30 -2012 09:54:10 Page 4 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 1 :: EXISTING (25 yr -3 day) Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) Stage Minimum Not Available Not Available Maximum Not Available Not Available Inflow Rate - Maximum - Positive 60.000 1.9909 Rate - Maximum - Negative None nT0'ne -_ Cumulative Volume - Maximum Positive 72.511 Cumulative Volume - Maximum Negative None Cumulative Volume - End of Simulation 72.578 11941.5 None 11941.5 Infiltration Rate - Maximum - Positive Not Available Not Available Rate - Maximum - Negative Not Available Not Available Cumulative Volume - Maximum Positive Not Available Not Available Cumulative Volume - Maximum Negative Not Available Not Available Cumulative Volume - End of Simulation Not Available Not Available Combined Discharge Rate - Maximum - Positive 60.000 1.9909 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.511 11941.5 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 11941.5 Discharge Structure 1 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 2 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume N.A. N.A. N.A. N.A. N.A. N.A. 12000 SF BUILDING 10 -30 -2012 09:54:10 Page 5 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 2 :: EXISTING (25 yr -1 day) Time Stage Rate Volume (hours) (ft datum) (ft'Is) (ft') Stage Minimum Not Available Not Available Maximum Not Available Not Available Inflow Rate - Maximum - Positive 12.000 1.8122 ?`e Rate - Maximum - Negative None None � Cumulative Volume - Maximum Positive 24.533 9333.4 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 24.578 9333.4 Infiltration Rate - Maximum - Positive Rate - Maximum - Negative Cumulative Volume - Maximum Positive Cumulative Volume - Maximum Negative Cumulative Volume - End of Simulation Not Available Not Available Not Available Not Available Not Available Not Available Not Available Not Available Not Available Not Available Combined Discharge Rate - Maximum - Positive 12.000 1.8122 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 24.533 9333.4 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 24.578 9333.4 Discharge Structure 1 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 2 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume N.A. N.A. N.A. N.A. N.A. N.A. 12000 SF BUILDING 10 -30 -2012 09:54:11 Page 6 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 3 :: PROPOSED (25 yr -3 day) Time Stage Rate Volume (hours) (ft datum) (ft3ls) (ft') Stage Minimum 7.067 28.42 Maximum 60.067 29.88 Inflow Rate - Maximum - Positive 59.978 2.1070 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.511 13907.7 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 13907.7 Infiltration Rate - Maximum - Positive 59.733 0.0694 Rate - Maximum - Negative 60.222 - 0.0187 Cumulative Volume - Maximum Positive 72.578 2242.7 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 2242.7 Combined Discharge Rate - Maximum - Positive 60.067 1.7609 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.578 10476.2 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 10476.2 Discharge Structure 1 - simple weir Rate - Maximum - Positive 60.067 1.7609 r S� )(jp Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.578 10476.2 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 10476.2 Discharge Structure 2 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume N.A. N.A. N.A. N.A. N.A. N.A. 12000 SF BUILDING 10 -30 -2012 09:54:11 Page 7 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 4 :: PROPOSED (25 yr -1 day) Time Stage Rate Volume (hours) (ft datum) (ft3ls) (ft') Stage Minimum 3.200 28.69 Maximum 12.089 29.87 Inflow Rate - Maximum - Positive 12.000 2.0286 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 24.511 11206.2 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 24.578 11206.2 Infiltration Rate - Maximum - Positive 11.733 0.0783 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 24.578 1322.5 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 24.578 1322.5 Combined Discharge Rate - Maximum - Positive 12.089 Rate - Maximum - Negative None 1.6888 None Cumulative Volume - Maximum Positive 24.578 8703.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 24.578 8703.0 Discharge Structure 1 - simple weir Rate - Maximum - Positive 12.089 1.6888 +,, Rate - Maximum - Negative None Cumulative Volume - Maximum Positive 24.578 8703.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 24.578 8703.0 Discharge Structure 2 - inactive Rate - Maximum - Positive disabled Rate - Maximum - Negative disabled None disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume N.A. N.A. N.A. N.A. N.A. N.A. 12000 SF BUILDING 10 -30 -2012 09:54:11 Page 8 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 5 :: TREATMENT VOLUME Time Stage Rate Volume (hours) (ft datum) (ft3 /s) (ft3) Stage Minimum 96.000 28.38 Maximum 0.002 29.45 Inflow Rate - Maximum - Positive 0.002 189.1667 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 0.002 1135.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 1135.0 Infiltration Rate - Maximum - Positive 2.400 0.0282 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 36.000 1135.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 1135.0 Combined Discharge Rate - Maximum - Positive None None Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive None None Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 0.0 Discharge Structure 1 - simple weir Rate - Maximum - Positive None None Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive None None Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 96.000 0.0 Discharge Structure 2 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 28.86 1135.0 72 Hour Stage and Infiltration Volume 72.000 28.49 1135.0 12000 SF BUILDING 10 -30 -2012 09:54:11 Page 9 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Proiect Data Project Name: 12000 SF BUILDING Simulation Description: 100YR - 3 DAY Project Number: 9598.01 Engineer : WENDY G. CONTNER, P.E. Supervising Engineer: Date: 10 -30 -2012 Aquifer Data Base Of Aquifer Elevation, [B] (ft datum): 27.40 Water Table Elevation, [WT] (ft datum): 27.50 Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 6.00 Fillable Porosity, [n] ( %): 20.00 Vertical infiltration was not considered. Geometry Data Equivalent Pond Length, [L] (ft): 259.0 Equivalent Pond Width, [W] (ft): 7.0 Ground water mound is expected to intersect the pond bottom Stage vs Area Data Stage (ft datum) 29.00 30.00 Area (ft2) 1861.0 4802.0 Discharge Structures Discharge Structure #1 is active as weir Structure Parameters Description: Overflow Weir Weir elevation, (ft datum): 29.4 Weir coefficient: 3.13 Weir length, (ft): 2 Weir exponent: 1.5 12000 SF BUILDING 10-30 -2012 09:56:10 Page 1 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Discharge Structures tcont'd.l Discharge Structure 1(cont'd) Tailwater Description: Flow Type: Data Format: Units: Reduction Factor: Elapsed Time (hrs) 0 24 72 Grate El of Curb Inlet Two directional, into /out of pond Elapsed time English Modified Mavis equation Elevation (ft datum) 29.23 29.23 29.23 Discharge Structure #2 is inactive Discharge Structure #3 is inactive 12000 SF BUILDING 10 -30 -2012 09:56:11 Page 2 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Scenario Input Data Scenario 1 :: PROPOSED (100 yr -3 day) Hydrograph Type: Inline SCS Modflow Routing: Routed with infiltration Repetitions: 1 Basin Area (acres) 0.500 Time Of Concentration (minutes) 10.0 DCIA ( %) 0.0 Curve Number 93 Design Rainfall Depth (inches) 10.0 Design Rainfall Duration (hours) 72.0 Shape Factor UHG 484 Rainfall Distribution South Florida WMD 72 Hour Initial ground water level (ft datum) default, 27.50 No times after storm specified. 12000 SF BUILDING 10 -30 -2012 09:56:11 Page 3 PONDS Version 3.3.0229 Retention Pond Recovery - Refined Method Copyright 2008 Devo Seereeram, Ph.D., P.E. Summary of Results :: Scenario 1 :: PROPOSED (100 yr -3 day) Time Stage Rate Volume (hours) (ft datum) (ft3 /s) kft'). Stage Minimum 6.022 28.46 Maximum 60.067 29.89 Inflow Rate - Maximum - Positive 59.978 2.4881 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.511 16615.4 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 16615.4 Infiltration Rate - Maximum - Positive 59.733 0.0818 Rate - Maximum - Negative 60.222 - 0.0278 Cumulative Volume - Maximum Positive 72.578 2262.1 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 2262.1 Combined Discharge Rate - Maximum - Positive 60.067 2.1205 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.578 13316.5 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 13316.5 Discharge Structure 1 - simple weir Rate - Maximum - Positive 60.067 2.1205 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 72.578 13316.5 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 72.578 13316.5 Discharge Structure 2 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Discharge Structure 3 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled Pollution Abatement: 36 Hour Stage and Infiltration Volume 72 Hour Stage and Infiltration Volume N.A. N.A. N.A. N.A. N.A. N.A. 12000 SF BUILDING 10 -30 -2012 09:56:12 Page 4 quit -Maim ItId Jacksonville. FI. Witte ROOK 35 x493 This Deed, Executed this ' day of July , A. D. 1939 , by J. L. Chandler and Katherine Chandler,s wife, of the County of Okeechobee and State of Florida parties of the first part, and Okeechobee County of the County of and State of Florida party of the second part, itnesseth, That the said parties of the first part, for and in consideration of the sum of One Dollar and other valuable .consi'derations Dollars, in hand paid by the said party of the second part, the receipt whereof is hereby acknowl- edged, ha ve remised, released and quit- claimed, and by these presents do remise, re- I; it lease and quit - claim unto;:the said part y of the second' part, and it8g suc- cessors and assigns forever, the following described lot , piece or parcel of land, situate, lying and being in the County of Okeechobee , State of Florida , to -wit: Lots 1, 2, 3, 4,; 5, 6 and 8, Block 127, City of-Okeechobee To Mane and to Mold the same together with all and singular the appurtenances there- unto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of the said part ie 8 of the first part, either in law or equity, to the only proper use, benefit and behoof of the said party of the second part; it s ketiatc successors and assigns forever. In Russ hereof, The said parties of the first part liege hereunto set their hand 8 and seals the day and year first above written: Signed, sealed and delivered i presence of I,y I a ee BOCK 35 X494 .State of FLORIDA County of OKEECHOBE 1 hereby Certify, That on this day before me, an officer duly authorized to take acknowl- edgments, personally appeared J. L. Chandler and. Katherine his wife Chandler, to me well known to be the individual a described in and who executed the foregoing instrument and they acknowledged before me that they executed the same. And 1 further Certify, That the-said Katherine Chandler known to me to be the wife of the said J. L. Chandler on a separate and private examination, taken and made by and before me, separately and apart from her said husband, did acknowledge that she executed said instrument freely and voluntarily •.and-uiithout.any compulsion, constraint, apprehension or fear of or from her said husband. .r i;i; ?,0y,jiand and official seal at Okeechobee Cot'IFitg'$f \ 0� eechobee ' (' this.. t, as ,' ‘., a�i day of , and State of Florida July A co 0' - ct , A. D. 19 39 o 0 a to Vi ti r. K z oful w 0 i WARRANTY. DUD PR!W'! FORM R. L 4 Molufaaurel . amt ror .ae o, me n. a W. u. urn, cmupav) aar*ronrtlle, Florida Ibis E tnrt, Made this Fetwttn Joe Bongiovanni 17th 0. R:( 77 PACE 529 BOOR day of _ December of the County of Okeechobee and State of Florida part y of the first part, and ' OKEECHOBEE COUNTY whose mailing address is P. O. Box 698, Okeechobee, Florida of the County of Okeechobee and State'of Florida part ies of the second part, (tn.sstth, that the said part y of the first part, for and in consideration of the sum of Ten Dollars, and other good and valuable considerations to him in hand paid. the receipt whereof is hereby acknowl- edged, ha s granted, bargained, sold and conveyed, and by these presents do es grant, bar- gain, sell, convey and confirm unto the said part ies of the second part and their heirs and assigns forever, all that certain parcel of land lying and being in the County of Okeechobee and State of Florida , more particularly described as folloids: Lots 7 and 9,=Block 127, Okeechobee, according to the plat thereof recorded in Plat Book 2, Page 17, public:records of St. Lucie County, Florida. 7'5 .3aF with all the terieinents, heteditame, 1 and estate, dower and right of do belonging or in angle e appertaining: 1Q [ jug And the said part y of the first part do es second part that he has •tau >fulty seized of all encumbrances ..whatsoever !authority to sell the same; and the said part y the title to said land, and will defend the same agains 3n - itntss hcreli� the td rJ pl�urtenances, with .every pr(iilege, right, rsion, eernainder `and 'osemenl thereto the same in fee simple forester. covenant with the said part iea of the the said premises, that they are free from and that he has goad right and law- of the first part do es hereby fully warrOnt the Lawful claims of all persons whomsoever. the first part has hereunto set his he deg curd year above r:?rette ed and'detiuered in our presence INDEXED & VERIFIED DIRECT INDIRECT JOH ilON ZQVANNI me known to he the 1n=rson d €.scribed i he a knoreledged before nre'that reey hand anti official seal in zl Y of December , .4. I). 1963 Q CI u N Cc 0>- O So .> La G K= J� CD O V, w t.tJ co LA- 0 Do W �� -J O ZY W a. QW la `9 :..1 . a 2 C personall :Yon. Public " My commission expires Notary Public, State of Florida My Commission Expires Feb aa.;; - 9,nd.a By nmin e,l, a C.l .ay tt`ti 1 -1 : au COUNTY OF Douglas) I HEREBY CERTIFY, that on this day personally appeared before me, an officer duly authorized to administer oaths and take acknowledgments, Kate Brueggen, Widow, to me well known to be the person who described in and who executed the foregoing Warranty Deed and acknowledged before me that she executed the same freely and voluntarily for the uses and purposr,s therein expressed. WITNESS, My hand and official seal at Eudora in the County of Douglas and State of Kansas this 23d day of September A.D. 1919 (Notarial Seal) My Commission Expires January 29th 1923 Adolph Lotz Jr Notary Public Filed for record October 22, A.D. 1919, and duly recorded. Clerk Circuit Court., OhEECHOBEE COMPANY To ,7,a0 /6 SS WARRANTY DEED THIS INDENTURE, made this Tenth day of October in the year A. D. nineteen hundred and nineteen between OKEECHOBEE COMPANY, a corporation duly established, and existing under the laws of the State of Florida, party of the first part, and Okeechobee Corm' a political division of the State of Florida party of the second part. WITNESSETH, that the said party of the first part, for and in consideration of the sum of Five Hundred Dollars, to it in hand paid by the said party of the second part, at and before the sealing and delivery of these presents, the receipt whereof is hereby acknowledged, hath granted, bargained, sold, released, conveyed and confirmed, and by these presents doth grant, bargain, sell, release, convey and confirm unto the said party of the second part its successors and assigns, ALL those tracts, lots, or parcels of land, situate, lying and being in the County of Okeechobee and State of Florida, known and described as follows: OK'EECHOBEE COUNTY My commission expires Dec 7, 1919. (Notarial Seal) STATE OF FLORIDA ) St. Johns County ) Be it known, that on this day, before me, a Notary Public for the State of Florida, duly commissioned and sworn, personally appeared Chas. S. Brumley, Assistant - Secretary of the OKEECHOBEE COMPANY, to me known to be such Assistant - Secretary and to be the individual' described in and who as such Assistant - Secretary subscribed the foregoing deed, and declared and acknowledged that the seal affixed thereto is the corporate seal of the said OKEECHOBEE' COMPANY; that the same was by him affixed to said deed by order of the Board of Directors of said corporation, and that he subscribed his name thereto as Assistant - Secretary of said Company by a like order. In Witness Whereof, I have hereunto set my hand and affixed my seal of office this 10th day of October A.D. 1919. (Notary Seal) My commission expires July, 19, 1921. Thos B Bennett Notary Public. Filed for record October 20th, A.D. 1919, and duly recorded. Clerk Circuit Court. 1 OUTHERN COLONIZATION COMPANY TO A. FOX SPECIAL WARRANTY DEED. ontract No.36.30 Deed No.736 SOUTHERN COLONIZATION COMPANY THIS INDENTURE, made the Tenth day of November in the year of our Lord one thousand' ine hundred and Sixteen between SOUTHERN COLONIZATION COMPANY, a corporation organized and Listing under the laws of Florida, grantor and M. Fox of Orlando County of Orange and State ° Florida, grantee: WITITESSETH: That the said grantor for and in consideration of the sum of Two hundred .fty & 00/100 (U50/00) Dollars, to it paid by the said grantee, the receipt whereof is ae- iowledged, grants, bargains, sells and conveys unto the said grantee, his heirs and assigns, e following tract, lot, piece or parcel of land situate, lying and being in the County of Iceola and State of Florida, known and described as follows: The West half (W) Tract Twenty seven (27) of Section Number Twelve (12) in Town - :ip Number Thirty four (34) South, of Range Number Thirty two (32) East of the Tallahassee ridian, containing Ten (10) acres, more or less, according to the SOUTHERN COLONIZATION NPANY plat of said Township and Range on file and of record in the office of the Clerk of e Circuit Court in and for said County. SUBJECT, however, to the following reservations and conditions which shall run with e land, that is to say: That the grantor, for itself and its successors, reserves the right d privilege to construct and maintain upon. throu¢h nna nnrnq' tro cniA Lots Ten (10), Eleven (11) and Twelve (12) of Block One Hundred and Twenty Seven (127) of the Town of Okeechobee, according to plat made of said Town and filed in the office of the Clerk of the Circuit Court, in and for St. Lucie County. (One fifty cent revenue stamp affixed, cancelled) Together with all and singular, the rights, members, hereditaments and appurtenances to the said premises belonging, or in anywise appertaining. And further saving, excepting and reserving Unto the said Board of Education of the State of Florida, and their successors, an undivided three - fourths interest in and title in and to an undivided three - fourths interest in all the phosphate, minerals, and metals that are or may be in, on or under the said above described land, with the privilege a nd right to mine and develhp'the same. And further saving, excepting and reserving Unto the said Board of Education of the State of Florida, and their successors, an undivided one -half interest in and title in and to an undivided one -half interest in all the petroleum that is or may be in, on or under the said above described land, with the privilege to mine and develop the same. TO HAVE AND TO HOLD all and singular the premises and appurtenances, and every part thereof, unto the said party of the second part its successors and assigns, forever subject to the exceptions and reservations above said. And, subject to said exceptions and reservations, the said party of the first part, and its successors, the said premises and every part thereof, unto the said party of the second part its successors and assigns, against it, the said party of the first part, and its 1 successors, and all and every other person or persons, claiming under or through it, will warrant and forever defend all these presents. IN WITNESS WHEREOF, the said party of the first part has caused these presents to be sealed with its corporate seal and signed by its President and attested by its Assistant - Secretary as the act and deed of the corporation, the day and year first above written. OKEECHOBEE COMPANY (Corporate Seal) by J. E. Ingraham ATTEST: President. Chas S Brumley Assistant- Secretary. Signed, sealed and delivered in presence of F. G. Spellineyse) as to John Acfe ) J. E. Ingraham Samuel C. McDaniel) as to Thos B Bennett ) Chas. S. Brumley STATE OF North Carolina) County of Buncombe Be it known, that on this day, before me, a Notary Public for the State of North Carolina duly commissioned and sworn, personally appeared J. E. Ingraham President oqt he OKEECHOBEE COMPANY, to me known to be such President and to be the individual described in and wlv as such President subscribed the name of said Company and his own name to the foregoing deed, and declared and acknowledged that he subscribed thereto the name of said corporation and his own name as its President, as and for the act and deed of said OKEE- CHOBEE COMPANY, and that he did the same by order of the Board of Directors of said corpora- In Witness Whereof, I have hereunto set my hand and affixed my seal of office this 13th day of October A.D. 1919 John Acee Notary Public for Buncombe County, N. C. OKEECHOBEE COUNTY BOARD OF COUNTY COMMISSIONERS PROPERTY APPRAISER/TAX COLLECTOR/DRIVER'S LICENSE BUILDING PARKING STUDY By: Chastain - Skillman, Inc. 363 US 27 South Sebring, Florida 33870 October, 2012 CSI No. 9598.01 Chastain ■ TABLE OF CONTENTS SECTION TITLE 1.0 Introduction 2.0 Purpose 3.0 Existing Conditions 4.0 Proposed Future Condition 5.0 Parking for Undeveloped Area 6.0 Conclusions and Recommendations c ,astainSKILLMAN EXHIBIT A City of Okeechobee Zoning Map EXHIBIT B Existing Occupied Parking Spaces EXHIBIT C City of Okeechobee Code of Ordinances EXHIBIT D Master Plan L chastain PARKING STUDY 1.0 Introduction: This parking study is being conducted as a result of plans by the Okeechobee Board of County Commissioners (BOCC) to construct a new 12,000 s.f. government office building on a 2.17 acre parcel they own, Block 127 of the plat of Okeechobee, which is bounded by NW. 5th Avenue on the east, NW 6th Avenue on the west, NW 3rd Street on the south and NW 4th street on the north. This Study Area includes Block 127 (the subject parcel) and those parcels having direct frontage on the above referenced streets (Blocks 104, 126, 128, and 136). According to the City of Okeechobee Zoning Map, Exhibit A, Blocks 104, 127 and 128 are zoned PUB (Public Facilities) and Blocks 126 and 136 are zoned CPO (Commercial Professional Office). There are currently 55 parking spaces which front on the subject parcel and 66 existing parking spaces fronting on the outside of this block for a total of 121 parking spaces within the study area. 2.0 Purpose: The purpose of this study is to determine how much of the existing on- street parking is being utilized by the existing development, how much parking will be required by future County development and remaining open space, and evaluate this future parking need in comparison to the number of on- street parking spaces available. It is expected that the results from this study can be utilized to determine the number of future parking spaces to be provided and incorporated into the County's Master Plan for Block 127. 3.0 Existing Condition: Existing development on the subject parcel includes a 10,000 s.f. government office building which houses the Tax Collector and the Property Appraiser. Parking for this facility is currently being met by either on -site or existing on- street parking. The property to the north of the subject property is owned by Okeechobee County and is fully developed and occupied by the County Jail. There is no space available for future development at this location and all parking requirements are currently being met by on- site parking and the existing on- street parking. The plat of the property to the west of the block has been vacated and is currently in use as a baseball field. The parking requirement for the baseball field is being met by the existing on- street parking on N.W. 6th Avenue but it is important to note that this parking is generally required after business hours and does not conflict with the government office use. The property to the east of the block is fully developed and occupied with commercial offices. The parking required for this development is being met by existing on -site parking and on- street parking. The property to the south of the subject property (North '/2 of Block 136) is approximately 83 % vacant. Two 2,800 s.f. apartment buildings are located on the north half of this block and their parking needs are being met by the on- street parking immediately in front of these buildings. They are using none of the 121 parking spaces in the study area. For a two week period from June 6th to June 22nd, the existing parking spaces being utilized were counted twice a day, at 10:00 AM and 3:00 PM. Exhibit B, Existing Occupied Parking Spaces and the accompanying map show the number of spaces being utilized and their locations. An average of 70 parking spaces or 58% of the existing spaces are being utilized. 4.0 Proposed Future Condition: The BOCC proposes to construct a new 12,000 s.f. Government Office building for the Property Appraiser, Tax Collector and the Drivers License Bureau (New County Building). In addition, the BOCC proposes a 12,800 s.f. future Government Office Building on this block (Future County Building). The existing 10,000 s.f. government office building will become part of the Sheriffs Office. In accordance with Division 3 — Off-Street Parking and Loading, Section 90 -512, parking for government office shall be provided at a rate of 1 space /400 s.f. of floor area (See Exhibit C, City of Okeechobee — Code of Ordinances). It is important to note that while the existing building on the subject parcel will be turned over to the sheriffs office for use, there will be no new parking required by this change in use since the existing employees are presently located on the existing jail site and will simply be relocating their offices. They are currently using existing on- street parking and are included in the count of Existing Occupied Parking Spaces. Additionally, the parking requirement for 10,000 s.£ of the proposed 12,000 s.f. New County Building is currently being met at this site and is also included in the existing 70 occupied spaces. Therefore, the remaining 2,000 square feet of the New County Building will only require an additional 5 parking spaces. Even considering the parking for the additional 2,000 s.f. floor area (New County Building) and the proposed 12,800 s.f. (Future County Building) only requires 37 parking spaces in addition to the 70 spaces currently occupied. After the complete development of the subject parcel by the BOCC, 14 parking spaces will remain for all future development of any unoccupied and undeveloped area. 5.0 Parking for Undeveloped Area: As described in Section 3.0 Existing Conditions, in the block to the south of NW 3rd Street, there are four undeveloped lots having frontage on this street within the Study Area, with a dimension of 50 ft. wide by 150 ft. deep (30,000 s.f.). Section 90 -375 of the City of Okeechobee Code or Ordinances lists a maximum floor area in the Commercial Professional Office District (CPO) at 50 %. Therefore, a maximum of 15,000 s.f. of floor area can be constructed on this presently undeveloped area. The parking requirement for this building use is 1 space /300 sf. This building area will require an additional 50 parking spaces. 6.0 Conclusions and Recommendations: Since 14 on- street parking spaces are calculated to remain in the Study Area after complete development of the County parcel and the undeveloped area above requires a maximum of 50 additional parking spaces, the County may be required to construct 36 parking spaces within the subject property (Block 127) as part of the Master Plan. However; since only 2,000 s.f. of the 12,000 s.f. (New County Building) will generate new parking requiring only 5 spaces, no additional parking spaces are proposed to be provided for the New County Building. At the time of development of the Future County Building and build -out of Block 127, the parking situation will be re- evaluated and if necessary, the additional 36 on -site parking spaces will be provided. chastain OKEECHOBEE BOARD OF COUNTY COMMISSIONERS City of Okeechobee Zoning Map EXHIBIT A www.chastainSKILLMAN.ccm ZONING r1 UNINCORPORATED CBI) - COMM BUSINESS DISTRICT CHV- HEAVY COMMERCIAL 013 - LIGHT COMMERCIAL CPO • COMM PROFESSIONAL OFFICE V/7,-/; 11 - HOLDING IND - INDUSTRIAL J PUB - PUBLIC FACILITIES PUD.MIXED 1 '' P200 t"':;l PINE • RESIDENTIAL MULTIPLE FAMILY 4l� RMH • RESIDENTIAL MOBILE HOME RSFI - RESIDENTIAL SINGLE FAMILY R5F2 - RESIDENTIAL SINGLE FAMILY (2) eiplom City of Okeechobee Zoning Map unuentsm1 oanittcttctticct & ON JAN J, 2012AND JAN 17, 2012 CHANGES WERE MADE TO THE OFFICIAL ZONING MAP THROUGH ORD NO 1078, H-001 -R AND ORD NO 1080 11-002 -R CITY OF OKEECHOBEE, FL CITY CLERK LANE GAMIOTEA ZONING ADMINISTRATOR BRIAN WHITEHALL 0 0.25 0.5 1 Miles General Notes Alleys shown hereon are 15 or 20 feet in width See appropriate subdivision plat for specific alley widths This map has been compiled from the most current data available. The City of Okeechobee is not responsible for any errors or omissions contained herein. Liii."-::4 chastain OKEECHOBEE BOARD OF COUNTY COMMISSIONERS Existing Occupied Parking Spaces EXHIBIT B v,'wv'.chastainSKILLMAN.com L.r'1`;16. '• Chastain OKEECHOBEE COUNTY PARKING COUNTS By CHASTAIN SKILLMAN, INC., 363 US 27 S, SEBRING, FL 33870, (863) 382 -4160 SCALE: N.T.S. DATE: 06/06/2012 PROJECT: 1 EXISTING OCCUPIED PARKING SPACES ON NW 5TH AND 6TH AVENUES AND 3RD AND 4TH STREETS 1 Date Time Number of Vehicles in Each Designated Location Total Existing Spaces % Currently A B C D E F G H 1 Occupied Spaces Remaining Used 6/6/2012 10:00 AM 2 3:00 PM 5 1 2 0 8 8 6 4 32 66 121 55 0.55 3 6/7/2012 10:00 AM 7 5 2 0 8 9 5 4 30 70 121 51 0.58 4 3:00 PM 3 2 2 0 9 9 6 7 33 71 121 50 0.59 5 6/8/2012 10:00 AM 7 2 1 0 10 11 6 7 31 75 121 46 0.62 6 3:00 PM 2 0 1 0 9 7 5 9 32 65 121 56 0.54 7 6/11/2012 10:00 AM 7 3 2 0 10 7 6 6 40 81 121 40 0.67 8 3:00 PM 2 0 1 0 7 5 6 12 33 66 121 55 0.55 9 6/12/2012 10:00 AM 1 0 2 0 11 9 6 5 33 67 121 54 0.55 10 3:00 PM 2 0 1 0 , 9 7 5 11 35 70 121 51 0.58 11 6/13/2012 10:00 AM 1 0 3 0 11 11 6 4 35 71 121 50 0.59 12 3:00 PM 2 1 2 0 10 11 4 4 33 67 121 54 0.55 13 6/14/2012 10:00 AM 2 3 2 0 7 12 6 5 34 71 121 50 0.59 14 3:00 PM 2 0 2 0 9 11 6 13 34 77 121 44 0.64 15 6/15/2012 10:00 AM 2 1 2 0 8 10 6 2 30 61 121 60 0.50 I 16 3:00 PM 5 4 1 0 4 9 8 5 9 32 73 121 48 0.60 17 6/18/2012 10:00 AM 1 3 1 0 10 10 6 4 33 68 121 53 0.56 18 3:00 PM 1 1 1 0 9 7 6 11 28 64 121 57 0.53 19 6/19/2012 10:00 AM 5 1 2 0 11 10 6 7 36 78 121 43 0.64 20 3:00 PM 2 0 2 0 9 11 5 9 31 69 121 52 0.57 21 6/20/2012 10:00 AM 5 2 2 0 11 5 5 11 37 78 121 43 0.64 22 3:00 PM 4 2 2 0 7 8 5 13 33 74 121 47 0.61 23 6/21/2012 10:00 AM 2 3 2 0 8 8 6 4 33 66 121 55 0.55 24 3:00 PM 1 1 2 0 7 8 6 5 31 61 121 60 0.50 25 6/22/2012 10:00 AM 6 2 2 0 6 9 6 6 30 67 121 54 0.55 26 3:00 PM 6 3 2 0 6 9 5 11 27 69 121 52 0.57 Section 90 -512; Space Regulations: Government Office; Courthouse - 1 space /400 sf Spaces Required by Code: (Block 127 Fully Developd) Exist. Prop. Apprais.Office: 10,000 sf /400 (To be turned back over to Sheriff) = Property Appraiser /Tax Collector /Drivers Liscense: 12,000 sf /400 = Future Building and Zoning: 12,800 sf /400 = Total = 25 spaces 30 spaces 32 spaces 87 Spaces Total = Average = 1745 70 Spaces Existing: Note: 55 Existing Parking Spaces inside block, 66 outside block, total = 121 spaces Spaces Occupied by Current Dev. (Incl. Exist. 10,000 S.F. Prop. Apprais.) Additional Dev. (2,000 SF Additional Prop. App) + 12,800 s.f. /400: Total = Spaces Remaining After Co. Devel.: 121 Spaces - 107 Spaces = 70 Spaces 37 Spaces 107 Spaces 14 Spaces Spaces Req'd. for Future Commercial: 15,000 S.F. /300 = 50 Spaces - 14 Sapces Remaining After Co. Dev. 36 Spaces IMO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 chastain OKEECHOBEE BOARD OF COUNTY COMMISSIONERS City of Okeechobee Code of Ordinances EXHIBIT C www.chastainSKILLMAN.cor Ul V1J1U1N L. - Y1-kK1111VU A1VU LUAVIINU Kt,l1U1Kt;1V1t;1N 1 rage 1 01 s Okeechobee, Florida, Code of Ordinances » PART II - CODE OF ORDINANCES » Chapter 90 - ZONING » ARTICLE IV. - SUPPLEMENTARY DISTRICT REGULATIONS » DIVISION 2. - PARKING AND LOADING REQUIREMENTS » DIVISION 2. - PARKING AND LOADING REQUIREMENTS Sec. 90 -481. - Generally. Sec. 90 -482. - Computation of required off - street parking and loading spaces. Sec. 90 -483. - Modification of parking and loading space requirements. Sec. 90 -484. - Reduction of paved parking space requirements. Sec. 90 -485. - Reduction of parking space requirements in commercial districts. Secs. 90- 486 -90 -510. - Reserved. 1571 Sec. 90 -481. - Generally. Off - street parking and loading facilities shall be indicated on a site plan and provided in accord with the regulations of this division. (LDR 1998, § 450) Sec. 90 -482. - Computation of required off - street parking and loading spaces. Computation of required off - street parking and loading spaces shall be as follows: (1) Computation of parking spaces shall be rounded up or down to the nearest whole number. (2) Computation of parking spaces based on floor area requirements shall be gross floor area. (3) Computation of parking spaces in places of public assembly shall be based on the maximum occupancy rating given the building by the fire marshal. (4) Computation of parking spaces based on number of employees shall be at the maximum work shift. (5) Spaces for the handicapped are included in the computations of total parking spaces. (6) Parking spaces for two or more businesses may be combined, provided that the total number or spaces shall not be less than the sum of required spaces computed separately. Where it can be demonstrated that the need for parking spaces from specific uses do not overlap in time, the number of spaces may be reduced by the number required by the lesser use. (7) Loading spaces for two or more businesses may be combined, provided that the total number of loading spaces shall not be less than the sum of required spaces computed separately. (8) When a building or use is changed, or enlarged in floor area, the off - street parking and loading spaces as required in this division shall be provided for those changed or enlarged uses. (LDR 1998, § 451) Sec. 90 -483. - Modification of parking and loading space requirements. http : / /library.municode.com /HTML/ 11366/ level4 /PTIICOOR_CH9OZO_ARTIVSUDIRE... 4/24/2012 IMO 1 r 1 1 1 1 1J1 V 1311J1N L. - rt11V1\11N∎J t11V1J LlJ!-11J11VU A.cy Uli«1VIJZ1N 1 J Modification of parking and loading space requirements shall be as follows: rage L of i (1) The number of spaces may be increased, decreased, or deferred by the city council when: a. A parking study demonstrates that the proposed use would have a demand in excess or, or less than, the requirements of these Regulations. b. A parking study demonstrates that the hours of need for maximum parking for two or more joint uses do not normally overlap. C. A building is in an historic district or is of historic interest. d. A building is in a Commercial, Central Business District, or Public Use Zoning Categories. (2) The city council may require the applicant to provide a parking study when the technical review committee presents data indicating that an increase or decrease in the number of parking spaces may be warranted. (3) An applicant may submit a parking study to demonstrate that either the parking or loading space regulations are excessive for the use proposed, or there is not a current need for all spaces. (4) A parking study requesting deferral of parking spaces shall contain: a. A site plan locating the total required parking spaces and designating the deferred spaces, and a landscaping plan of the deferred parking area. b. A written agreement with the city that the developer will pay for a study to determine the need to provide the full parking requirement and that the deferred spaces will be converted to parking spaces at the developer's expense should the city determine that additional spaces are needed. (5) The number of parking spaces shall not be reduced below these requirements where there is insufficient parking. (LDR 1998, § 452; Ord. No. 815, § 1, 2 -4 -2003) Sec. 90 -484. - Reduction of paved parking space requirements. (a) The number of paved spaces may be reduced by the city council when a parking study demonstrates that the proposed use normally would have a demand for the total required parking spaces only on one or two days a week. (b) Paved parking spaces shall not be reduced by more than 75 percent. (LDR 1998, § 453) Sec. 90 -485. - Reduction of parking space requirements in commercial districts. (a) In commercial, central business, and public use zoning districts, city council may reduce the number of parking spaces if the technical review committee finds that there is a surplus of on- street parking in the immediate vicinity of the proposed use that is not required by other uses, or that the applicant has provided sufficient off- street parking by alternative means, such as but not limited to a parking garage, or adequate parking lots adjacent to the proposed use. (b) City council may require the applicant to provide a parking study, or evidence of ownership or lease of alternative off- street parking, and may attach conditions to an approved or alternative parking space reduction. http : / /library.municode.com /HTML/ 11366/ level4 /PTIICOOR_CH9OZO_ARTIVSUDIRE... 4/24/2012 1/1 V 1J1UIN Z. - Y!- 1K1111NU AMU LUAU11Ntj KLyuttct,1V1t,IN 1 J rages or s (c) In the CBD the number of parking spaces shall not be reduced by more than 80 percent from that otherwise required in these regulations. (d) In commercial zoning districts the number of parking spaces shall not be reduced by more than 20 percent from that otherwise required in these regulations. (e) In public use zoning districts, the number of parking spaces shall not be reduced by more than 50 percent from that otherwise required in these regulations. (LDR 1998, § 454; Ord. No. 815, § 1, 2 -4 -2003) Secs. 90- 486 -90 -510. - Reserved. FOOTNOTE(S): (57) Cross reference— Parking. slopping and standing, § 54 -41 et seq. (Back) http://library.municode.com/HTML/11366/leve14/PTIICOOR_CH9OZO ARTI V SUDIRE... 4/24/2012 ;1 1 1 1 1 1 1 1 1 1 1 1 1 U1V1a1U1N J. - vrr- a11(2r,1 rik/WiNU AN) LUA )11NU rage 1 of 4 Okeechobee, Florida, Code of Ordinances » PART II - CODE OF ORDINANCES » Chapter 90 - ZONING » ARTICLE IV. - SUPPLEMENTARY DISTRICT REGULATIONS » DIVISION 3. - OFF - STREET PARKING AND LOADING » DIVISION 3. - OFF - STREET PARKING AND LOADING 4911ink to clipboard Sec. 90 -511. - Design standards. Sec. 90 -512. - Space regulations. Sec. 90 -513. - Off- street loading space requirement regulations. Secs. 90- 514 -90 -530. - Reserved. Sec. 90 -511. - Design standards. (a) Parking and loading space location. (1) Except as provided in this section, required off - street parking and loading spaces shall be located on the same parcel as the primary use. (2) The city council may approve off -site parking facilities if the technical review committee finds that the location of the off -site facility will adequately serve the use for which it is intended, and if the applicant submits a written agreement to the city ensuring the continued availability of the off-site facility for parking use. (b) Parking space size. The minimum parking space shall be nine feet wide by 20 feet long; handicapped shall be as defined by state handicap code accessibility. (c) Loading space size. The minimum loading space shall be ten feet wide by 30 feet long, with 14 feet vertical clearance. (d) Parking access driveway width. (1) The single - family residence minimum driveway width shall be at least eight feet. (2) For all other uses, the minimum driveway width shall be: a. Parking spaces between 75 degrees and 90 degrees angles to the driveway, 24 feet. b. Parking spaces angled from 60 degrees up to but not including 75 degrees to the driveway, 20 feet. c. Parking spaces any other angle to the driveway 16 feet. (e) Parking and loading space layout. (1) Except for single - family dwellings and places of public assembly or worship, each parking and loading space shall be paved. (2) Except for single - family dwellings, each parking or loading space shall open directly onto a driveway that is not a public street, and each parking space shall be designed to permit access without moving another vehicle. (3) Buildings, parking and loading areas, landscaping and open spaces shall be designed so that pedestrians moving between parking areas and buildings are not unreasonably exposed to vehicular traffic hazards. (4) Paved pedestrian walks shall be provided along the lines of the most intense use, particularly between building entrances to streets, parking areas, and adjacent buildings. (5) Loading facilities shall be identified as to purpose and location when not clearly evident. (LDR 1998, § 460; Ord. No. 1010, § 2, 2 -19 -2008) Sec. 90 -512. - Space regulations. Off - street parking spaces are required as follows: (1) Residential Uses: Single or two - family dwelling 2 per dwelling Multiple - family 1 bedroom 1.75 per dwelling Multiple - family 2 bedrooms 2 per dwelling Multiple- family 3 -4 bedrooms 2.25 per dwelling http: / /library.municode.com /HTML/ 11366 /level4 /PTIICOOR_CH9OZO_ARTIV SUDIRE... 2/20/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V1 VISION .i. - Ut't' -S 1 KLL 1 YAK1t1NU AND LUAUINU Page 2 of 4 http : / /library.municode.com /HTML/ 11366 /level4 /PTIICOOR_CH9OZO_ARTI VSUDIRE... 2/20/2012 Adult /assisted living facilities 1 per unit or bedroom (2) Commercial Uses: Shopping center, Retail store or 1 per 300 square feet of floor area service Furniture or appliance store 1 per 500 square feet of floor area Professional office, business 1 per 300 square feet of floor area service Medical office 1 per 180 square feet of floor area Nursery, lumberyard 1 per 250 square feet of floor area Restaurant, nightclub 1 per 75 square feet of floor area Barbershop, beauty shop 2 per service chair Hotel, motel 1 per bedroom, plus 5 spaces, plus accessory uses Auto service, repair or wash 1 per 150 square feet of floor area Automobile sales 1 per 400 square feet of floor area (3) Entertainment and Recreational Uses: Private club 1 per 300 square feet of floor area Health club 1 per 150 square feet of floor area, include pool Tennis, racquet or handball 2 per court, plus accessory uses Theater 1 per 3 seats, plus 5 spaces Indoor recreation 1 per 200 square feet of floor area, plus accessory uses Golf driving range 1 per tee, plus accessory uses Golf course 6 per hole, plus accessory uses Marina 2 per 3 boat slips, plus storage for trailers and boats (4) Institutional Uses: Government office, Courthouse 1 per 400 square feet of floor area or other public facilities Place or public assembly or 1 per 3 persons in main auditorium worship Hospital 1 per bed Nursing home 1 per 4 beds, plus 1 for each employee at maximum shift Junior high school 3 per classroom Senior high school 1 per 6 students, plus 1 space per staff member College 1 per 3 students, plus 1 space per staff member Day care, preschool, nursery 1 per 5 students, plus 1 space per staff member In lieu of student parking, daycare, preschool and nurseries may provide off - street drop -off and pick -up area. Required parking for commercial uses, government office, courthouse or other public facilities shall be calculated using net usable floor space. Such net space shall be calculated by excluding from square footage computation such space as mechanical, service, atrium, lobby and storage spaces. The areas used or covered by furnishings, office equipment, partitions, or other items used within usable floor area shall not be excluded from such computation. Usable floor area shall be considered net space, and would include those areas such as offices, waiting and http : / /library.municode.com /HTML/ 11366 /level4 /PTIICOOR_CH9OZO_ARTI VSUDIRE... 2/20/2012 �i. 1 1 1 1 11 DIVISION 3. - OFF - STREET PARKING AND LOADING Page 3 of 4 (LDR 1998, § 470; Ord. No. 815, § 1. 2 -4 -2003; Ord. No. 962, § 2, 12 -5 -2006) Sec. 90 -513. - Off - street loading space requirement regulations. Off- street loading spaces are required as follows: (1) assembly areas, courtrooms, conference rooms, jury rooms, restrooms, holding cells, and generally all space wherein people may meet or assemble to conduct the regular business of the facility. (5) Industrial Uses: Multiple- family, adult /assisted living facilities 1 for 20 to 50 dwelling units, plus 1 for each additional 50 dwelling units Industrial, Warehouse 1 per 1,000 square feet of floor area up to 20,000 square feet plus 1 per 2,000 square feet of floor area to 40,000 square feet, plus 1 per 4,000 square feet of floor area over 40,000 square feet (6) Use Not Specifically Listed: Parking spaces shall be the same as required for the most similar listed use. (LDR 1998, § 470; Ord. No. 815, § 1. 2 -4 -2003; Ord. No. 962, § 2, 12 -5 -2006) Sec. 90 -513. - Off - street loading space requirement regulations. Off- street loading spaces are required as follows: (1) Residential Uses: Multiple- family, adult /assisted living facilities 1 for 20 to 50 dwelling units, plus 1 for each additional 50 dwelling units (2) Commercial and Industrial Uses: Commercial, industrial 1 for 5,000 to 25,000 square feet floor area, plus 1 for 25,000 to 60,000 square feet floor area, plus 1 for 60,000 to 120,000 square feet floor area, plus 1 for 120,000 to 200,000 square feet floor area, plus 1 for each additional 90,000 square feet floor area. Except that each restaurant, convenience store, and foodstore shall have at least one loading space. (3) Entertainment and Recreation Uses: Entertainment, recreation 1 for 10,000 to 40,000 square feet floor area, plus 1 for each additional 60,000 square feet floor area (4) Institutional and Other Specified Uses: Institution, government office, place of public assembly, hospital, hotel, motel 1 for 10,000 to 40,000 square feet floor area, plus 1 for each additional 60,000 square feet floor area (5) Use Not Specifically Listed: Loading spaces shall be the same as required or the most similar listed use. (LDR 1998, § 480) Secs. 90-514-90-530. - Reserved. http : / /library.municode.com /HTML / 11366/ level4 /PTIICOOR_CH9OZO_ARTIVSUDIRE... 2/20/2012 ASV ar DIVISION 3. - OFF - STREET PARKING AND LOADING Page 4 of 4 FOOTNOTE(S): (58) Cross reference— Parking, stopping and standing, § 54 -41 et seq. ,(Back) http:/ /library.municode.com /HTML/ 11366/ level4 /PTIICOOR_CH9OZO_ARTIVSUDIRE... 2/20/2012 WIN 1 1 11 ,y 1 1 1 1 1 1 1 1 1 U1 V nIV1N b. - l,Ulvllvlr,t(.AJ'kL H AU orrll,t (u1'U) 1J1J 1 KIL l rage 1 of 3 Okeechobee, Florida, Code of Ordinances » PART II - CODE OF ORDINANCES » Chapter 90 - ZONING » ARTICLE III. - DISTRICTS AND DISTRICT REGULATIONS » DIVISION 6. - COMMERCIAL PROFESSIONAL AND OFFICE (CPO) DISTRICT » DIVISION 6. - COMMERCIAL PROFESSIONAL AND OFFICE (CPO) DISTRICT Sec. 90 -221. - Generally. Sec. 90 -222. - Permitted uses. Sec. 90 -223. - Special exception uses. Sec. 90 -224. - Customary accessory uses. Sec. 90 -225. - Lot and structure requirements. Sec. 90 -226. - Additional regulations. Secs. 90- 227 -90 -250. - Reserved. Sec. 90 -221. - Generally. (a) Commercial professional and office (CPO) zoning districts shall be permitted only on land designated as future land use category commercial in the comprehensive plan. (b) Uses in commercial professional and office (CPO) zoning districts shall be subject to the regulations of this division. (LDR 1998, § 360) Sec. 90 -222. - Permitted uses. Subject to the limitations that no retail sales, or display or storage of merchandise, and no manufacture or mechanical repair work shall be permitted, and no trucks larger than three - quarters ton capacity shall be used, the following principal uses and structures are permitted in the CPO district: (1) (2) (3) Professional office, business office, medical office. Funeral home. Storefront church located in a unit in a multi -use building or shopping center. (LDR 1998, § 361; Ord. No. 1070, § 2, 1 -18 -2011) Sec. 90 -223. - Special exception uses. The following uses and structures are permitted in the CPO district after issuance of a special exception use petition and may have additional conditions imposed at the time of approval: (1) (2) (3) (4) (5) (6) (7) (8) Day care center. Barbershop, beauty shop. Cafe. Business school. Private club. House of worship. Public facility and use. Public utility. http : / /library.municode.com /HTML / 11366/ level4/ PTIICOOR _CH9OZO_ARTIIIDIDIRE_... 7/17/2012 U1 V 1J1UN b. - UVN11VICKLIAL YKUP t S1UNAL AND 01-'1-'1Lt✓ (I;YU) 1)1J 1 KlL 1 ?age 2ot3 oridPa rmmott d o s Os d ip excess o f P55 R i- n h Din ht Qkeechob C CIF F ORDINANCES » Chapte9 j - ZONING >> ARTICL . - +I lA As46T 6K CS�� Iggiles:1nCF0i> RI „5 . PROF(€ /§§ l l§ MpS(F FA)P 90-g- rM) >> •■ Sec. 90 -224. - Customary accessory uses. 1 1 arr Each permitted principal use and special exception use in the CPO district is also permitted to have the customary accessory uses for that use. (LDR 1998, § 363) Sec. 90 -225. - Lot and structure requirements. Except where further restricted by these regulations for a particular use, the minimum lot and structure requirements in the CPO district shall be as follows: (1) Minimum lot area. All uses: Area 6,250 square feet Width 50 feet (2) Minimum yard requirements. Except where a greater distance is required by these regulations for a particular use, minimum yard setbacks shall be as follows: a. All uses: Front 20 feet to buildings; ten feet to parking and driveway Side Eight feet; 20 feet abutting residential zoning district Rear Ten feet; 20 feet abutting a residential zoning district b. The width of an adjacent street or alley may be applied to the increased setback required when abutting a residential district (3) Maximum lot coverage by all buildings. Maximum Coverage Maximum Impervious Surface All uses: 50 percent 60 percent (4) Maximum height of structures. Except where further restricted by these regulations for a particular use, the maximum height shall be as follows: All uses shall be 45 feet, unless a special exception is granted. (LDR 1998, § 364) http: // library. municode. com /HTML/ 11366/ level 4/ PTIICOOR _CH9OZO_ARTIIIDIDIRE_... 7/17/2012 DI VISION O. - UUMMI✓K(.AAL YKUt'LSS!UNAL ANL) UF1'1C;t. (CPU) DIS 1 K1C 1 Page 3 of 3 Oat'Ph0ro'e,208r'icaF181APC3 braMACVPOPART II - CODE OF ORDINANCES » Chapter 90 - ZONING » ARTICLEAladttOUNF§WAPAUNPSIIR491446IIIIMeWRIVVRI 8iStrWMUIWIffit are not PROFIAL AND OFFICE (CPO) DISTRICT » (1) (2) (3) (4) (5) (6) (7) (8) Concurrency regulations. Parking and loading regulations. Landscaping regulations. Sign regulations. Accessory use regulations. Supplementary use regulations. Environmental and stormwater regulations. Utilities regulations. (LDR 1998, § 365) Secs. 90- 227 -90 -250. - Reserved. _. FOOTNOTE(S): (51) Cross reference— Businesses, ch. 14. (Back) http: / /library.municode.com/HTML /11366 /level4 /PTIICOOR CH9OZO ARTIIIDIDIRE ... 7/17/2012 IDS 1 1 1 1 1 1 DIVISION 11. - PUBLIC USE (PUB) DISTRICT Page 1 of 2 Okeechobee, Florida, Code of Ordinances » PART II - CODE OF ORDINANCES » Chapter 90 - ZONING » ARTICLE III. - DISTRICTS AND DISTRICT REGULATIONS » DIVISION 11. - PUBLIC USE (PUB) DISTRICT » DIVISION 11. - PUBLIC USE (PUB) DISTRICT Sec. 90 -371. - Generally. Sec. 90 -372. - Permitted uses. Sec. 90 -373. - Special exception uses. Sec. 90 -374. - Customary accessory uses. Sec. 90 -375. - Lot and structure requirements. Sec. 90 -376. - Additional regulations. Secs. 90- 377 -90 -400. - Reserved. Sec. 90 -371. - Generally. (a) Public use (PUB) zoning districts shall be permitted only on land designated as future land use category public facilities in the comprehensive plan. (b) Uses in public use (PUB) zoning districts shall be subject to the regulations of this division. (LDR 1998, § 410) Sec. 90 -372. - Permitted uses. The following principal uses and structures are permitted in the PUB district: public facility or use. (LDR 1998, § 411) Sec. 90 -373. - Special exception uses. Special exception uses in the PUB district are as follows: (1) Public utility. (2) Permitted uses in excess of 45 feet in height. (3) Group home. (LDR 1998, § 412) Sec. 90 -374. - Customary accessory uses. Each permitted principal use and special exception use in the PUB district is also permitted accessory uses for that use. (LDR 1998, § 413) Sec. 90 -375. - Lot and structure requirements. Except where further restricted by these regulations for a particular use, the minimum lot and structure reauirements in the PUB district shall be as follows: 'Co Zink to clipboard (1) Minimum lot area. All uses: Area As needed to comply with requirements set out in this division Width None (2) Minimum yard requirements. http : / /library.municode.com /HTML/ 11366/ level4/ PTIICOOR _CH9OZO_ARTIIIDIDIRE_... 2/20/2012 DIVISION 11. - PUBLIC USE (PUB) DISTRICT Page 2 of 2 (LDR 1998, § 414) Sec. 90 -376. - Additional regulations. Additional regulations which shall apply to all uses in the PUB district include, but are not limited to: (1) Concurrency regulations. (2) Parking and loading regulations. (3) Landscaping regulations. (4) Sign regulations. (5) Accessory use regulations. (6) Supplementary use regulations. (7) Environmental and stormwater regulations. (8) Utilities regulations. (LDR 1998, § 415) Secs. 90- 377 -90 -400. - Reserved. http : / /library.municode.com /HTML/ 11366/ level4/ PTIICOOR _CH9OZO_ARTIIIDIDIRE_... 2/20/2012 Side 15 feet; 40 feet in or abutting residential zoning district Rear 20 feet, 40 feet in or abutting residential zoning district (3) Maximum lot coverage by all buildings. Maximum Coverage Maximum Impervious Surface All uses: 50 percent 85 percent (4) Maximum height of structures. Except where further restricted by these regulations for a particular use, the maximum height shall be as follows: All uses shall be 45 feet, unless a special exception is granted. (LDR 1998, § 414) Sec. 90 -376. - Additional regulations. Additional regulations which shall apply to all uses in the PUB district include, but are not limited to: (1) Concurrency regulations. (2) Parking and loading regulations. (3) Landscaping regulations. (4) Sign regulations. (5) Accessory use regulations. (6) Supplementary use regulations. (7) Environmental and stormwater regulations. (8) Utilities regulations. (LDR 1998, § 415) Secs. 90- 377 -90 -400. - Reserved. http : / /library.municode.com /HTML/ 11366/ level4/ PTIICOOR _CH9OZO_ARTIIIDIDIRE_... 2/20/2012 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Chastain - ...SKILLMAN OKEECHOBEE BOARD OF COUNTY COMMISSIONERS Master Plan EXHIBIT D www.chastainSKILLMAN.com Ice ( 128 t, 1 !, BLACK OUT EXIST STRIPES (TIP.) 6" IS liTE STRIPE (TYP.) 1.1115' 41: Sil NAG NAL & 8 UV LS 4820* IN LWOW( NNLIL (18171' POLE TIZI.OVE PEOLVA, Iu " cavoverr ars e 81788 &SAVA( r OBLII* POLE SION SKIN 11 11 11 11 11 FOUND 5/11. NON 100 (1.8 (0) 81' S & 02' vosr PROP. APPRAISER AND TAX COLLECTOR P.F.E. oa000 — 3111 — .rzu- p.P) I CM :T —I- aizt 4 cl; *I4 1.3 a a a 1„ etAa. our EXI STRIPES (TYP.) 1 1 CONST. 6" SANITARY CLEAN-OUT INV. 28.80 1 CONST" S NI EANI-OUT I PROPOSED 5' EASEMENT avvowww, FOUND SA. PON NO0 (1.8 (0) ELI 1141. P(G* IS) 8"Xl IsAPPING 1 1 N.W. 3R0 STREET 019.14(7 NOLO) 112' 0/1I CaVa*If Piles aT8811- ov & ,8*X241J RE CONNECT TO EXISTING 2" VC WATERMAN 1CON ram ve NON :rr:4-12 WYE SAN