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1144 #16-003-SSA SF to CORDINANCE NO. 1144 AN ORDINANCE OF THE CITY OF OKEECHOBEE, FLORIDA; AMENDING THE CITY OF OKEECHOBEE COMPREHENSIVE PLAN, ORDINANCE NO. 635 AS AMENDED, BY REVISING THE FUTURE LAND USE MAP ON A CERTAIN TRACT OF LAND MORE PARTICULARLY DESCRIBED HEREIN FROM SINGLE FAMILY RESIDENTIAL TO COMMERCIAL (APPLICATION NO. 16- 003 -SSA); PROVIDING FOR INCLUSION OF ORDINANCE AND REVISED FUTURE LAND USE MAP IN THE COMPREHENSIVE PLAN; PROVIDING FOR CONFLICT; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Okeechobee recognizes the need to plan for orderly growth and development; and WHEREAS, Chapter 163, Florida Statues provides for amendment to Adopted Comprehensive Plans; and WHEREAS, the City has received and reviewed certain application(s) (No. 16 -003 -SSA), submitted by Carrol Word, Registered Agent for the property owner, 441 Palms, LLC for a small -scale amendment to the Future Land Use Map of the City's Comprehensive Plan, and said application being reviewed by the City's Planning Board, acting as the Local Planning Agency, at a duly advertised Public Hearing held on July 21, 2016, and postponed until September 15, 2016, which determined such application to be consistent with the Comprehensive Plan and appropriate to the future land uses within the City; and WHEREAS, the City has agreed with the recommendation of the Planning Board that the proposed application complies with the requirements of Florida Statutes 163, Part II, and that the proposed application is consistent with the Comprehensive Plan and appropriate to the future land uses within the City. NOW, THEREFORE, it is ordained before the City Council for the City of Okeechobee, Florida; presented at a duly advertised public meeting; and passed by majority vote of the City Council; and properly executed by the Mayor or designee, as Chief Presiding Officer for the City: SECTION 1: SHORT TITLE. THIS ORDINANCE shall be known as the "City of Okeechobee Small Scale Development Activities Comprehensive Plan Amendment," pursuant to F.S. 163.3187, and shall be effective within the City limits of the City of Okeechobee, Florida. SECTION 2: AUTHORITY. This City of Okeechobee Small Scale Development Activities Comprehensive Plan Amendment is adopted pursuant to the provisions of Chapter 163.3187, Part II, Florida Statutes. SECTION 3: REVISIONS TO THE FUTURE LAND USE MAP. 1. The following described land consisting of approximately 3.3 acres is hereby re- designated for purposes of the Future Land Use Map of the City of Okeechobee Comprehensive Plan: a. Application No. 16- 003 -SSA, from Single Family Residential to Commercial. The Legal Description of Subject Property is as follows: LOTS 1, 2, 3, AND 4, OF BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND Ordinance No. 1144 Page 1 of 2 LOTS 5, 6, 7, AND 8, OF BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 1, 2, 3, 4, AND 5, OF BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 21 AND 22, OF BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 23, 24, 25, AND 26, OF BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SECTION 4: INCLUSION OF ORDINANCE AND REVISED FUTURE LAND USE MAP IN THE COMPREHENSIVE PLAN. It is the intention of the City Council of the City of Okeechobee, Florida and it is hereby provided, that the provision of the Ordinance, and the revisions to the Future Land Use Map more particularly described as "Future Land Use: 2000 City of Okeechobee, March 19, 1991, as amended March 3, 2009 ", which is incorporated herein by reference, shall become and be made a part of the City of Okeechobee Comprehensive Plan (City of Okeechobee Ordinance No. 635, as amended). SECTION 5: CONFLICT. All ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 6: SEVERABILITY. If any provision or portion of this ordinance is declared by any court of competent jurisdiction to be void, unconstitutional, or unenforceable, then all remaining provisions and portions of this ordinance shall remain in full force and effect. SECTION 7: EFFECTIVE DATE. The effective date of this plan amendment shall be thirty -one (31) days after the adoption of this Ordinance, if not timely challenged. If timely challenged, this amendment shall become effective on the date the State Land Planning Agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. INTRODUCED AND ADOPTED at First Reading and Final Public Hearing on this 4th day of October, 2016, pursuant to F.S. 163.3187(2). ATTEST: Lane Gamiote., CMC, City Clerk REVIEWED FOR L GAL UFFICIENCY: tiNI John R. Cook, City Attorney Ordinance No. 1144 Page 2 of 2 James E. Kirk, Mayor - 1 1 pooec-- q!1s11(4 PaM 1Q -4 -►c0, City of Okeechobee General Service Department 55 S.I.3`d Avenue, Room 101 Okeechobee, Florida 39974 -2903 Phone: (863) 763 -3372, ext. 214 Fax: (863) 763 -1686 Date: Petition No. Ito — (,03 —SS C ♦ , 3 ' Fee Paid ©Q C)I( ` Jurisdiction: Pg, / CC', 1 }� Hearing: p� ? ticarin �d,i �;: ep �n Publication Dates: -a 'lip 4' 4tls ,M ---et-a5 °. , .7 S Notices Mailed: iY/4. APPLICATION FOR COMPREHENSIVE PLAN AMENDMENT To BE COMPLETED BY CITY STAFF: Verified FLUM Designation: SF j Verified Zoning Designation: 14o i )i 1. Plan Amendment Type: � Lar b e Scale (LSA) involvi ng ov er 10 acres or text xt amendment V'Small Scale (SSA) 10 acres or less Ej Small Scale (SSA) More than 10 but less than 20 acres if the proposed amendment will have a positive effect in addressing the problems of low per capita incomes, low average wages, high unemployment, instability of employment, and /or other indices of economically distressed communities. APPLICANT PLEASE NOTE: Answer all questions completely and accurately. Please print or type responses. If additional space is needed, number and attach additional sheets. The total number of sheets in your application is: 2-9 . Submit I (one) copy of the complete application and amendment support documentation, including maps, to the General Services Department. Fifteen (15) copies of any documents over 11 X 17 are required to be submitted by the applicant. 1, the undersigned owner or authorized representative, hereby submit this application and the attached amendment support documentation. The information and documents provided are complete and accurate to the best of my knowledge. 2 - 2 o Date Signature of Owner or Authorized Representative* *Attach Notarized Letter of Owner's Authorization For questions relating to this application packet, call the General Services Dept. at (863) -763 -3372, Ext. 218 Page 1 of 7 Applicaton for Comprehensive Plan Amendment (6/09) (. APPLICANT /AGENT /OWNER INFORMATION 441 Palms, LLC Applicant 1080 SE 23rd Street Address Okeechobee FL 34974 Cty (8i63) 610 -5913 Telephone Number Steven L. Dobbs State Fax Number csoword90 Tmail.com E -Mail Agent* 1062 Jakes Way Address Okeechobee FL 34974 City (863) 824 -7644 State Zip sdobbs @stevedobbsengineering.com Telephone Number Same as above Fax Number E -Mail Owner(s) of Record Address City State Zip Telephone Number Fax Number E -Mail Name, address and qualification of additional planners, architects, engineers, environmental consultants, and other professionals providing information contained in this application. This will be the person contacted for all business relative to the application. For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Page 2 of 7 Applicaton for Comprehensive Plan Amendment (6/09) 11. REQUESTED CHANGE (Please see Section V. Fee Schedule) A. TYPE: (Check appropriate type) ❑ Text Amendment ® Future Land Use Map (PLUM) Amendment B. SUMMARY OF REQUEST (Brief explanation): This request is in support of changing the parcels identified from Single Family Residential to Commercial. 111. PROPERTY SIZE AND LOCATION OF AFFECTED PROPERTY (for amendments affecting development potential of property) A. PROPERTY LOCATION: 1. Site Address: 150 NE 13th Street, Okeechobee, FL 34972 f. 3- 15- 37 -35- 0010 - 00020 -0010 3- 15 -37 -35 -0010- 00010 -0010 2. Property ID #(s) :3- 15- 37 -35- 0010 -00020 -0210 3- 15 -37 -35 -0010 -00020 -0230 3- 15- 37 -35- 0010 - 00010 -0050 B. PROPERTY INFORMATION (Note: Property area should be to the nearest tenth of an acre. For properties of less than one acre, area should be in square feet.) 1. Total Area of Property: 3.3 Acres 2. Total Area included in Request: 3.3 Acres a. In each Future Land Use (FLU) Category: (1) Single Family 3.3 Acres (2) (3) (4) b. Total Uplands: 3.3 Acres c. Total Wetlands: 0.00 Acres For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Page 3 of 7 rilliC;1111[1 1). ii I:i,iv 11.111 11II) urtcnt /min: Holding 4, 'fllR'ilt 1:1,1 Single Family 1.xi;tnni kind u. Undeveloped 1:equested FI .1 (':itc!,01-,, Commercial 1 1)1:1,11,()11\11::\ I ) I NH \l cft I )eisclopment 1 yrL 1)eni;ity 'Acre) . of 111111:i ,'oniniercial (sq. IL) Indui;trial (i•;q. 3.3 0 6 0 19 0 0 0 71,220 sf 0 II1111111111111, the 1,Ip1'rit.'iltIoll -1h1111 111Chlde data and arI!'i. t11 h;l1;(.'d (}1I tlie submittal rki(pitreinern'i 1,1 the Siiite of Florida. I )cpartinctit H frirt,i for a comprehensive plan amendment, and contained in he rift' 01 ( )1,etichohci (ompri:hen:aye Plan. Staff will evalicite thk r. it hased kw the iatimini doutimentatiot. pro\ 1(1t.'d h\ iIc 111111I(.1i1111. (;iii \ 1\HW) IA HON \ NI) :\ I \ otheti‘vie specified, the \ ppliemit must provide the follosN int; inateriAs for itm 1)1'(11)0st-11 that ‘% ill affect 11u de\ chIPIllcul 1101(111H, IIfIll'ulicrtic-• maps arc sithinitted, the .\pplicant Ina \ bt1 I'Cl1llirt.1(1 III )l'OS ide N.5" NI 11" !nips for inclusion in piddle lienrini,!., packets:. A twin lvin the hoinidat stihr.,c1 properly. iintrinin(lini.i. !'et net \\oil,. :Ind Future Land I 'iiiiH iunurnInn propel :.'11("\ 1:111d (not ot ihe ind proi tic 1. \\Hucn le,eriltin thk: ,t111!' Mid 111,1\ tliC pi' j11 1 •:' ef Ltrl Ctil HI 1.1 Mil L' 1 ;.1.11t1 1 'SC \ lap iii die .11111,..iet )mp.'rt\ :iiid iiriti1iipri >. Certified property hound:it iitirvcv: date of :on \ I stir\ evor'i; phone number: And dewrip1itin( s) for the property iathjeet to the relptiiiited Iffir questions to this application pacKet. call the ( iencral ice,, Dept. at C(0) -76.3-337.7, UAL 218 4\11)14caltm lkly )44)ffrlit.44,,)%t: I41;44) ,Anic41414114..411 .h , 4 1 1 1 \ ( ) I \ \ I \ .111,,tiry propos.oloiticilditteitt •01111,1 j)l.ttltiitty I olt,! otprnit 111,Rle this Aletitrtte (ht .! mid Th .itrgL.s S et t i e \ inet he ( S: S t I I Se; \ nIldIflLffl \ •\!licthlincnt 'Mg rtfc Carrol Word ti ).4 It) 1) I ; ) rcr ottlt) ',:(1.1)11 eettilv (11-,11 I nitt tht: ov, her or htithori/cd repres,•uhii\ (11 the properly (le,;erilIctl tireiu. 111(1 11):11 ;ill ii ur o the titiction:: 'hi ; ;IpplicaticHi inJ .,th\ klltd. or other !;tippleitienttit hrttler mid tlidde pm( 01 tlik Arpheiti'on. htiliet tine to the bc:-:t olittv 1LJ, u1 keliel. 1 -,11:11 Alilltori/c the t1.1 ()Idle td' )1,.,:eehol)ee 'iron pro!)::it% lwin irini! luin, ti purposc e\ die rc,lue,r,t 1le 1111.w-11 !hi Carrol Word sHialuic ()ft )%,,itcl- ,\tithori/ekl "cid' I Ted or Primo! Name Az 641 it(J - 2 2 - 2 0 /. , — ---cl I he lott—oiii(! liv.trtititen1 %,.,t . , , ItIllcd til,1 ill),eitl,etl l,, ttlf'' me Hit _,Z,--5 1,1' of ir 14 )( ) i („ 1 . 0 \ /) /-1-g-,ei::L_ ,."-AS:' ti tz. L . mu, i rc,,111, , 1,,,\\1, \,..._ Kiciltilic 1c,,,,, / ,----' dii, ‘,.. tkA ,,k_ if_C,,-)■ '',,--__,-- (._ i(,.:_i 7{." t '"/ -..,<,. WillwarsdhAllwamal.A16001/1161111101164, ;<(11.11% , l'etT.:1, SHANNON T CONRAD 1 / I = V i Commission # FF 213951 Notary Public - State of Florida • --....-- My Comm. Expires May 6, 2019 I?' or ,.\11() 1L ptotlhek,(I 1011”111,■■■■•••••••11VNIMW.411 4 c„, P1.11)1i;,' ,---, „ , 11 I ' \HI” tilt: (-s• I a4- (:/.\ 1% 1 l'l* ;tpplicatilm 11:telsct. (;cuci.:11 -t-r\ let-. 1)(1)1. :It ti(,i) 1 \ I. !IN 411 Palms, LLC City of Okeechobee Comp Plan Amendment Support Documentation A. General Information and Maps Unless otherwise specified, the Applicant must provide the following materials for any proposed amendment that will affect the development potential of properties. If large maps are submitted, the Applicant may be required to provide 8.5" x 11" maps for inclusion in public hearing packets. 1. Wording of any proposed text changes. None proposed. 2. A map showing the boundaries of the subject property, surrounding street network, and Future Land Use designations of surrounding properties. Attached 3. A map showing existing land uses (not designations) of the subject property and surrounding properties. Attached 4. Written descriptions of the existing land uses and how the proposed Future Land Use designation is consistent with current uses and current Future Land Use designations. To the north is a parcel that has a Future Land Use (FLU) of commercial and is being used at a nursing home. To the east of this parcel is vacant land and Taylor Creek. The vacant land has a FLU of Residential Single Family. To the south the parcel is undeveloped and has a FLU of Residential Single Family. To the southwest one of the parcels was developed as a Doctor's Office, but is currently vacant and the other parcel was a single family residence that has been partially demolished. To the west is a parcel that is undeveloped and has a future land use of Commercial. The proposed Future Land Use designation is consistent with the current major developed uses in the area and to the largest extent the surrounding parcels are vacant or undeveloped. 5. Map showing existing zoning of the subject property and surrounding properties. Attached 6. Certified property boundary survey; date of survey; surveyor's name, address and phone number; and legal description(s) for the property subject to the requested change. Attached 7. A copy of the deed(s) for the property subject to the requested change. Attached 8. An aerial map showing the subject property and surrounding properties. Attached 9. If applicant is not the owner, a notarized letter from the owner of the property authorizing the applicant to represent the owner. N/A B. Public Facilities Impacts Note: The applicant must calculate public facilities impacts based on a maximum development scenario. 1. Traffic Analysis a. For Small Scale Amendments (SSA) (1) The Applicant shall estimate of traffic volumes associated with the proposed change using the most recent edition of Trip Generation prepared by the Institute of Traffic Engineers and assuming maximum development potential of the property. The existing FLU for the proposed property is 3.27 acres of Single Family. The maximum density of the FLU Single family has a maximum density of 6 units per acre, which would yield a total of 19 units. For a total traffic count of 191 daily trips and 20 peak hour trips. The proposed FLU Commercial for these parcels would have a maximum buildout of 50% according to the City's Comprehensive Plan, which would yield a total of 2,565 daily trips with a peak hour of 260 trips. This represents an increase of 2,374 daily trips and 240 peak hour trips. (2) If the proposed Future Land Use change will result in an increase of 100 or more peak hour vehicle trip ends in excess of that which would result under the current Future Land Use Designation, the applicant shall attach a Traffic Impact Study Prepared by a professional transportation planner or transportation engineer. Please see the attached traffic statement. b. For Large Scale Amendments (LSA) All LSAs shall be accompanied by a Traffic Impact Study prepare by a professional transportation planner or transportation engineer. c. N/A Traffic Impact Studies are intended to determine the effect of the proposed land use change on the city's roadway network and the city's ability to accommodate traffic associated with the proposed change over a ten -year planning period. Acknowledged. d. An inability to accommodate the necessary modifications within the financially feasible limits of the city's plan will be a basis for denial of the requested land use change. Acknowledged. 2. Provide estimates of demand associated with maximum potential development of the subject property under the current and proposed Future Land Use designations for provision potable water, sanitary sewer, and recreation /open space as follows: a. Potable water and Sanitary Sewer demand based on: (1) 114 gallons per person per day (gppd) for residential uses Current 19 * 114 = 2,166 gpd Future = 0 gpd (2) 0.15 gallons per day per square foot of floor area for nonresidential uses Current 0 Ogpd Future 71,220 *0.15 = 10,683 gpd Current total = 2,166 gpd Future total = 10,683 gpd b. Recreation, and Open Space demand for residential uses of 3 acres per thousand peak season population. N /A, Proposed Commercial FLU. 3. Provide a letter from the appropriate agency substantiating the adequacy of the existing and proposed facilities, to support development resulting from the proposed change, including: a. Solid Waste; With no change in use and no increase to the generation of solid waste, the currently facility will not be impacted. b. Water and Sewer: The impact of the potential FLU change is addressed in the letter provided by OUA. c. Schools. N /A, no additional capacity to schools for a commercial project. C. Environmental Impacts Proposed plan amendments shall be accompanied by evidence that the following studies have been completed for another permitting agency or are not relevant to the property. There shall be inventories of: 1. Wetlands and aquifer recharge areas. Please see the attached wetland map from the US Fish and Wildlife Service. From this map, there appear to be no wetlands on the subject parcel. 2. Soils posing severe limitations to development There are two soils present at this site from the attached NRCS Websoil Survey, they are Immokalee Fine Sand and Manatee loamy Fine Sand, Depressional, which should cause no developments limitations. 3. Unique habitat. This parcel is undeveloped, but provides no unique habitat. 4. Endangered species of wildlife and plants. Since this property has been partially developed for many years and with all the development around it, it does not provide the conducive habitat for endangered species. 5. Floodprone areas. According to the attached FEMA map 12093C0415C, the subject parcels are outside all structures have been built outside flood zone A, but are within Zone X, which are areas determined to be outside the 0.2% annual chance floodplain. D. Internal Consistency with the City of Okeechobee Comprehensive Plan 1. Discuss how the proposal affects established City of Okeechobee population projections. These parcels are currently developed with no anticipation of further development, there will be no impact to the established population projections. 2. List all goals and objectives of the City of Okeechobee Comprehensive Plan that are affected by the proposed amendment. This analysis should include an evaluation of all relevant policies under each goal and objective. There is no effect to the Comprehensive Plan Amendment's Policies and Objectives from this request. The minimal increase in density will not change the ability of the city or any other utilities to provide available water, sewer, or roads. 3. Describe how the proposal affects the County's Comprehensive Plan as it relates to adjacent unincorporated areas. This project is adjacent to unincorporated areas but will have no impact to the County's Comprehensive plan. 4. List State Policy Plan and Regional Policy Plan goals and policies that are relevant to this plan amendment. Since the City's Comprehensive Plan has been found to be consistent with all state requirements, this application is also consistent with the State Policy Plan and Regional Policy Plan Goals. Since the major concern as stated in Chapter 163.006(5)(I) is to discourage Urban Sprawl, this application can hardly be classified as Urban Sprawl since it is simply undeveloped land inside the City Limits for development or infill, which is the preferred development pattern. E. Justification of Proposed Amendment Justify the proposed amendment based upon sound planning principles. Be sure to support all conclusions made in this justification with adequate data and analysis. Proposed Conditions For the proposed Commercial Future Land Use designation, the maximum development is approximately 45% maximum lot coverage or 55,000 sf. L 1.2.d. Use Measure Rate Gallons per Da Single Family (Existing) 19 Units 114 gpd 2,166 gpd — water /sewer Commercial (Proposed) 71,220 sf 15 gpd / 100 sq. ft. 10,683 gpd — water /sewer Net Impact 8,517 gpd — water /sewer Water and Wastewater Treatment Plants Based on the information obtained from Okeechobee Utility Authority, the permitted capacity of the surface water treatment plant is 5.0 mgd with the ground water treatment plant rated at 1.0 mgd. The wastewater treatment plant permitted capacity is currently 3.0 mgd. The maximum daily flow of the combined water treatment plant finished water production is 3.1 mgd for the period of March 2015 through February 2016. The average daily flow of the wastewater treatment plant is 0.859 mgd of the 3 mgd plant for the same time period. Police The nearest City Police station is located at 50 SE 2nd Avenue. No additional Police stations are scheduled. The existing Police station should be able to maintain its level of service standard with the proposed amendment given that the project is immediately adjacent to an existing area already designated for commercial uses. Service availability from the Police Department will be determined by the local government review. Fire The nearest fire station is located at 55 SE 3rd Avenue. No additional fire stations are scheduled. The existing fire station should be able to maintain its level of service standard with the proposed amendment given that the project is immediately adjacent to an existing area already designated for commercial uses. Service availability from the Fire Department will be determined by the local government review. Solid Waste Waste Management operates the regional solid waste landfill. Waste Management has previously indicated they have a 100 year capacity left in their facility. Stormwater Management The project is located in the City of Okeechobee and according to the attached FIRM panel 12093C0415C, this parcel is in Flood Zone C. There are wellfields within 1,000 feet of the parcel, however, Taylor Creek lies between the well fields and this parcel providing a hydraulic and physical barrier to any potential adverse impacts. Potential adverse impacts to ground and surface waters will be minimized by implementation of appropriate erosion control measures during construction in accordance with the NPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities. Erosion control measures that may be implemented include stabilization practices such as temporary seeding, permanent seeding, mulching, geotextiles, or sod stabilization; structural practices such as silt fences, earth dikes, diversions, swales, sediment traps, check dams, or storm drain inlet protection; and sediment basins. Stormwater runoff quantity and quality are strictly regulated by the City and the SFWMD to ensure that pre - development drainage conditions are maintained. The proposed rate of discharge from the site will be Tess than or equal to the existing discharge rate from the site. The discharges off -site will be minimized by on -site detention within the stormwater management system. The drainage system will be owned, operated and maintained by the owner, who's past record of compliance has beens shown to be a responsible property owner and should be acceptable to the City and the SFWMD. The Stormwater Management System will employ, wherever practical, a variety of Best Management Practices (BMP). The following are a list of potential BMP that could be integrated into the Water Management System during the final design and permitting stage: • Oil and grease skimmers; • Environmental swales; • Minimize "short- circuiting" of pond flow patterns; • Raised storm inlets in grassed swales; • Utilize stormwater retention where feasible; and • Street cleaning and general site maintenance. Parks and Recreation As a self- contained Industrial facility, no impact to the parks and recreation needs of the City is anticipated. Hurricane Preparedness According to information in the Treasure Coast Transportation Analysis Hurricane Evacuation Study Update 2003, dated November 2003, the property is not located in any storm surge zone. The property is not within the Category 3 Hurricane Evacuation Area. Miscellaneous Data Parcel Control Numbers Subject to this Application 3- 15- 37 -35- 0010 - 00020 -0060, 3- 15- 37 -35- 0010 - 00020 -0010, 3- 15- 37 -35- 0010 - 00010 -0010, 3- 15- 37 -35- 0010 - 00020 -0210, 3- 15- 37 -35- 0010 - 00020 -0230, and 3- 15- 37 -35- 0010 -00010 -0050 Legal Description Please refer to the attached legal and sketches that comprise this application for future land use amendment. prepared by and return to: JOHN D. CASSELS, JR. Partner CASSELS & MCCALL 400 NW 2nd Street Okeechobee, FL 34972 863- 7634131 File No.: 16 -8946 1111111 111111111111 ! 111111111111111111 FILE MUM 0 6003918 OR BK 774 PG 274 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FLORIDA RECORDED 04/28/2016 03:54:20 PM AMT $3001000.00 RECORDING FEES $18.50 DEED DOC $2,100.00 RECORDED BY M Pinon Pss 274 - 275+ (2 pss) Parcel Identification No. 3- 15 -37 -36 -0010 -00020-0060; 3 -15- 3746-0010-00010. 0010;3- 16 -37- 35-0010 -00010 -0050; 3- 15-37- 36 -0010 -00020. 00230; 3 -15 -37-36 - 0010 -00020 -0210; and 3- 15- 37 -35- 0010-00020 -0010 [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 27th day of April, 2016 Between SURAIYA HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE SURAIYA HUSAIN REVOCABLE TRUST DATED MAY 8, 1996 AND MUZAFFAR HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE MUZAFFAR HUSAIN REVOCABLE TRUST DATED MAY 8, 1996 whose post office address is 12138 Diedra Court, Orlando, FL. 32825 of the County of Orange, State of Florida, grantor*, and 441 PALMS, LLC, a Florida limited liability company whose post office address is 1080 SE 23rd Street, Okeechobee, FL 34974 of the County of Okeechobee, State of Florida, grantee *, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, Tying and being in Okeechobee County Florida, to -wit: Lots 1 to 8, inclusive, Block 1; Lots 1 to 10, inclusive, Block 2; and Lots 21 to 26, Inclusive, Block 2, CITY OF OKEECHOBEE, according to the plat thereof recorded in Plat Book 5, Page 6, Public Records of Okeechobee County, Florida. THIS PROPERTY DOES NOT CONSTITUTE THE HOMESTEAD OF SURAIYA HUSAIN OR MUZAFFAR HUSAIN, Subject to restrictions, reservations and easements of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. • "Grantor" and "Grantee" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: S. Imo) Witn- -s N- e. Ae00LrtAHMAry ZE1Nt SURAIYA HUSAIN, Individually and as Trustee Witness Name: Wifeess e: AdOELRANHAn, YEffI MUZAFFAR HUSAIN, Individually and as Trustee Witness Name: Book774 /Page274 CFN #2016003918 Page 1 of 2 1314 1 j o �-$ AO. Lo[s+. VI° r 41,P P c State of Florida County of 0 ya. The foregoing instrument was acknowledged before me this 27th day of April, 2016 by SURAIYA HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE SURAIYA HUSAIN REVOCABLE TRUST DATED MAY 8, 1996 AND MUZAFFAR HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE MUZAFFAR HUSAIN REVOCABLE TRUST DATED MAY 8, 1996, who [j is personally known or Kj has produced f(, as identification. [Notary Seal] Notary Public kieNE£ TOPN *� 3 s tFf 912517 Printed Name: My Commission Expires: Si ZS/ 11 Book774 /Page275 CFN #2016003918 Page 2 of 2 441 Palms, LLC Comprehensive Plan and Rezoning Legal Description LOTS 1, 2, 3 AND 4, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AN D LOTS 5, 6, 7 AND 8, BLOCK 1. CITY OF OKEECHOBEE. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AN D LOTS 1, 2, 3, 4 AND 5, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AN D LOTS 6, 7, 8, 9 AND 10, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AN D LOTS 21 AND 22, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 23, 24, 25 AND 26, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (NOTE: BLOCK 1, CITY OF OKEECHOBEE IS ALSO DESCRIBED AS BLOCK 1, OKEECHOBEE FLA. SURVEY OF RIVERSIDE DRIVE AND ADJOINING PROPERTY WEST OF TAYLOR CREEK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 22, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. n 0 (D rb 0 cr. (D rt, f- Q) 0- (1) 3 4t. z a_ 70 32L 3 5 (T. 0 (D r- rri 3 n 0 0 (D 0 m m -n C rt r w Q C m D 3 m 3 °' N ` N C r -s r O f'1 C Q 7 Oti 'Q O r-+ 0 7 m N 0 Z. 7 W m a r+' May 19, 2016 Marcos Montes De Oca, City Administrator City of Okeechobee 55 NE 3rd Street Okeechobee, FL 34974 Subject: 441 Palms, LLC Traffic Statement Dear Mr. Montes De Oca: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to support a Comprehensive Plan Amendment from a FLU of Single Family Residential to Commercial for 3.27 acres of land in parcels 3- 15- 37 -35- 0010- 00020 -0010, 3- 15-37-35- 0010- 00010 -0010, 3- 15- 37 -35- 0010- 00020 -0210, 3- 15 -37 -35 -0010- 00020 -0230, and 3- 15- 37 -35- 0010- 00010 -0050. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (ITE) Trim Generation Manual (6th Edition). The results indicate the existing FLU of Single Family Residential has a maximum density of 6 units per acre or 19 single family units (ITE code 210), would generate 191 daily trips with 20 peak PM trips with 13 being in and 7 being out. The proposed FLU of Commercial with a maximum development rate according to the City LDRs is 50 %, which would yield 71,200 sf of commercial development. For this analysis, Medical Dental Office (ITE code 720) was used due to the historic development in the area which yield 2,565 daily trips with 260 peak PM trips with 70 being in and 190 being out. This expansion will only generate an additional 2,374 daily trips with 240 PM peak trips with 57 being in and 17 being out. NE 13th Street is a dead end street with no median opening on Highway 441N, so all traffic would be right in and right out off Highway 441 for NE 13th Street. The requirement from the City's LDR is for all arterial road to function at a Level of Service (LOS) C and all other road LOS D. According to FDOT, the LOS for roads 35 mph or less and LOS D the two way traffic is 13,300 Annual Average Daily Trips (AADT), which is the requirement for NW 13th Street. This segment would meet a LOS D. For the segment on Highway 441 where the LOS for 4 lane roads over 40 mph the LOS is 34,000 AADT. According to the FDOT's Florida Traffic Online which is updated every April, the AADT is 20,500, so even with the additional 2,374 daily trips this segment would meet a LOS C. `,rrrrr�iaiirr�`� Should you have any questions or comments, please do not hesitate to call. ,,s' . L. QQ �i�° Sincerely, `��"\. •� \G SF•.;5� °o Steven No 45134 L DobbP.E � STATE OF • Steven L. Dobbs Engineering •• CJ •• 48134 °°''1 °Nsc�rrrrre .441,6 Steven L. Dobbs, P. E. President CC: Carrol Word File 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824 -7644 Cell: (863) 634 -0194 Email: sdobbs @stevedobbsengineering.com Website: www.SteveDobbsEngineering.com m 0 0 3 0 v a. co co o D) N T 0 A O C) O 3 3 co 0 v' 0 0 3 m 0 W 2 0 :A 0 0 Zit m m M lD C 03. 41 V Drive -In Bank 912 Furniture Store 890 Walk -In Bank 911 Discount Club 861 Pharmacy /Drugstore w/ Drive -thru Convenien. Mkt (Open 16 Hrs) 852 Convenien. Mkt w/ Gas Pumps 853 Supermarket 850 Convenien. Mkt (Open 24 hrs) 851 erv.Station w/ Conven.Mkt 845 Tire Store 848 Drive Thru Only' 835 Service Station 844 Fast Food w/o Drive Thru 833 Fast Food with Drive Thru 834 Quality Restaurant 831 High Turnover /Sit Down Rest. 832 Shopping Center 820 (Equation) Shopping Center 820 (Rate) Hardware /Paint Store 816 �I Nursery (Garden Center) 817 Medical Dental Office 720 Building Materials /Lumber 812 General Office 710 (Equation) General Office 710 (Rate) Church 560 Daycare Center 565 Manna 420 Health Club 493 All Suites Hotel 311 Motel 320 Mobile Home Park 240 Retirement Community 250 Single Family Homes 210 Apartments 220 General Light Industrial 110 Mini Warehouse 151 Description /tTE Code Drive -In Window TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross Fuel Position Service Bays TSF Gross Fuel. Position TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross Berths TSF Gross 0 0 O O A X O O 33 DU DU DU DU TSF Gross TSF Gross C 3 co Expected Units Not Available Not Available Not Available Not Available Not Available co Expected iv 0 O PM Peak Trips - Total Z 0 D) EY Q F _ W v C 3 v v v v v V v Z 0 2 0 w ' r 0- E. ,(g.„ _n lD N 0 o 0 -i O ow 0 Lunch Hour Traffic o00 5 O 0 0 c — 0 Calculations using the most Used Trip Generation Rates from the 6th Edition ITE Trip Generation Report 0 n 0 3 v co v 3. 0 f%) 6 F O O 0) N m 0 0 0 0 0 3 3 (D 0 of 0 O 3 m x 0 W 2 0 0 nG G 0 (D m m E. o 0 m x_ ( V O (0 O Walk -In Bank 911 Drive -In Bank 912 Pharmacy /Drugstore w1 Drive -thru Furniture Store 890 Convenien. Mkt w/ Gas Pumps 853 Discount Club 861 Convenien. Mkt (Open 24 hrs) 851 Convenien. Mkt (Open 16 Hrs) 852 Tire Store 848 Supermarket 850 Service Station 844 Serv.Station w/ Conven.Mkt 845 Fast Food with Drive Thru 834 Drive Thru Only 835 High Turnover /Sit Down Rest. 832 Fast Food w/o Drive Thru 833 Quality Restaurant 831 Shopping Center 820 (Equation) Shopping Center 820 (Rate) Hardware /Paint Store 816 Nursery (Garden Center) 817 Medical Dental Office 720 Building Materials /Lumber 812 General Office 710 (Equation) General Office 710 (Rate) Church 560 Daycare Center 565 Marina 420 Health Club 493 All Suites Hotel 311 Motel 320 [Mobile Home Park 240 Retirement Community 250 Single Family Homes 210 Apartments 220 General Light Industrial 110 - Mini Warehouse 151 Description /ITE Code Truck Terminal 030 TSF Gross Drive -In Windows TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross Service Bays TSF Gross Fuel. Position Fuel Position TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross Berths TSF Gross 0000 08 00 0 0 0 0 3 3 cc DU DU TSF Gross TSF Gross Units Acres Expected Units z o_ D m. v Not Available Not Available 2,565 z O D d a o' Not Available 0 ca D D N Expected 260 PM Peak Trips - Total Not Available) V O To 3 3 » » »> No c 0 0 O 6) Lunch Hour Traffic O o 5 O O 0 c r c 0 0 m A 0) W 0) 7A 0 S. tn 0 Calculations using the most Used Trip Generation Rates from the 6th Edition ITE Trip Generation Report ✓ s N C7 >x (n .3 3H"1t7 • T1 "3 CC11 .3 NJ r r H K o > > 0'v r G) 0 72 CM N Cn CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-, r r r 0 O O O O 0 0 0 O 0 0 0 11 hl 4 0 0 0 N N r I-, 1-' 0 0 0 0 0 0 11 H (n a W a W (D 01 a N (D co -3 01 W N r' .. .. . • • • CO Cn Cn (17 Z Cn (n Cn (/7 N Cn 0 Cn V) (o I Cr. -3 X1 X X 73 ('7 X 70 XI X 7G 70 X1 70 70 77 } 7' >c)00 O II II VI r '-' I-• J r N J J I--' N J I-' r J -J J i I-, (,,,1 .17 3y _n 0' I-+ Ui N 0 0 U1 (T' 0 (n Cn 0 0 0 i 0t • y'(3)'Z o a o - . . . 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N r 11 "7 "7 '7 "7 "7 "'1 '1 "7 "7 `7 "71 "7 'T1 "7 "7 'T1 H «7 : X1 r 00 H s 70 N N N N G) r N r r r II rn Co m 0 J O W (D O• ON 0 (D a 412' W CO jl y H J 4--' (D N J H O J (.1 (D 0 ON a 0 O't -3 0 01 s NO n7 to a' ro >1 b 3N 0 ro "C n0 11 ro n1 ro 11 C1 M .SE b4 .08 - 090STOE 0£OSTOE 000ST0£ OL64TO£ OT64T0£ 0884[0£ 1 M .Lb 64 .08 090STOE O£OSTO£ 000ST0£ 0[641 Of 01764T OE OT WOE 0884TOf (0 CO MSE.6b.09 O O N r a) 01 (n (0 — h 0 - R T N 7 CO N O 1 CO 3 a> — (O 0 o ,,ii U a U N C R N • ti O cn i' co p Z z ti o tfl ad x a a Q 0 1 2 8 csi 0 Z M bb .08 8 N 1 0� MAP INFORMATION MAP LEGEND The soil surveys that comprise your AOI were mapped at 1:24,000. N a. Area of Interest (AOI) a) c co c N a) N N U ° C O 0y C � U (0 �( ( U U CO o y °) 0 (0 a) C U 0) 4) d CO W a a) L) p 07 co E co 7, N co o 0) E O a) u) E n IT; m (0 m y E 3 ro c0 N O C > .0 O L CI) = 0 O 4 ' 'YO L C o 0 aa)) ° o a) > oa a) (0 N L.., u) 1] E o.'�' a a) a (0 0 (0 > m E 0)E a) O 'O r -o C H op ° C O O) N a) 0 f0 C rn2 E Y E (6 o (Oj n a) C. (0= 55 N W E ao Area of Interest (AOI) Very Stony Spot Soil Map Unit Polygons CD o 0 rn a) N O C o o m .L-. ] ,o O > 0 N co 0 @ a) -O N coio a )r mm (0 r (n > c a Z� 2OV� a atp�i o �`,� co E C N 5 N r 0 Ci � N to 4) L N (0 (0 u) Q O a `° C� au a0 E w L a) a) (! O L a) a) 'O Q' 0 0 L 5 a 0 C u) -0 V) L a) Z LL N N .. V E w 7 d 0 -0 U "O O CO ° u! W w C N a . 0) a) L E U. m °� °� p C o L 3y @� L (q N L C 0..0 U) O> t0 N C u' a) 0 ° o ° ° U Z° ° a �_ aa)) N c0 (0 t _c C (0 O a) O a > 3 o L ° m n° O. ° aa)) o2 °v.3 cu af2i E o o c uu)) n. a)-2 E-0 ° t v O 'o co ° a) ,o a) m m m 5 m a) cna)a)ao a° a)L a a) °a�iE m . Z °' a) a n cn L Z L a 03 N —_ O N p. it- _ .65 m a) ° a m m a) 0 ° y co o 2 (1) ° w >• -- S -8 0)) 0) - 5 .,-,-a-, O A E T C C Ui Z >+ a) L c0 cl ..... u) 0) E Q co a io N O O "0- -° 19 L C aL to co 0 C co !n i0 > • E 2� E c m g. ,S ' S a)� ° a) o mv'c 13 N lic 's- tOi) u U E N U C P 0 a a) CO N E 27 O O "Q a) co CO m °.n o a.� a) ° n> _ _ m a)N (21)EE a. E V) -....,W 5 0 2 a'6 Q CO H Y (n 0) (/)) 'CO `o N H° ._ o Soil Map Unit Lines Soil Map Unit Points Special) Point Features Transportation Interstate Highways Closed Depression Local Roads O a a > o LL > > v (0 (0 (0 c > C? C9 CO -J MI -J Marsh or swamp Mine or Quarry Miscellaneous Water Rock Outcrop Severely Eroded Spot Soil Map — Okeechobee County, Florida 441 Palms, LLC Map Unit Legend Okeechobee County, Florida (FL093) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 6 11 Totals for Area of Interest Manatee loamy fine sand, depressional Immokalee fine sand, 0 to 2 percent slopes 5.4 2.0 7.4 72.9% 27.1% 100.0% Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 5/17/2016 Page 3 of 3 2 z; >1; I \ \ § 2 E 4 (/ 2 ? / $) 2 ¢ k ■ �& z Q 2 ® R c k �$ o C w 0 zw � O i.4 $ � e °° 8� \\ w( §a 11; 11 k� �� � § ) \` k � � � 1:1 m - ° o Q k w jE2 � 7 K� & ��k ���� -f!* r §| / �2zr' & _ \lf�z / w S� ;E2% kk /I§ ®�® � i�4 ... . . . = . /O1 /3 . f FITS NI . / 1 . /m 0. 5 08 A z 00 Ali 1 $4 Ep if if P I I Av 1 %I 0 I ca a. 1--J---1---L--1— 15' ALLEY (NOT IN USE) 50 0090'00' N 150.00' J m 0 N O0 °00'00" E 1 50.00' 8 to N 8 Eqs s .a asS i ! ?Or 2 1 N 5 0090'00' N 150.00' 00 8. IH E 0 s 00°00'00' w 1 50.00' N 00 °00'00" W 1 50.00' O P 5 009000' E 150.00' N A 0(0 m P N D8 m0 m8 — N p•1 NE 3R0 AVENUE (UNI R ]1E BP, ACRES N 00 °00'00" E 1 50.00' N m a s 00°00'00" w 1 50.00' s 00 °00'00" W 1 50.00' 8 8 R; 8 (■1\ 0 ❑ v N 00 °00'00' E 1 50.00' A N S 00 °00'00" W 1 50.00 RIVERSIDE DRIVE AS SNONH ON PEAT 00 RIVERSIDE DRIVE AND ADJOINING PROPERTY NEST OF TAYLOR GREEN (PLAT Bop( 1. PAGE 22) N33M0 00' 50 is latt 4■4 g ?R,N ?R q :s ax9R ix 251 RA Staff Report Small Scale Comprehensive Plan Amendment Prepared for: City of Okeechobee Applicant: 441 Palms, LLC Petition No.: 16- 003 -SSA Dk1,'-i s.!i &Planning & Management Services, Inc. i137i Jackson Street, Suite 20( Fort Myers, Florida 239-334-3366 Serving Florida Local Governments Since 1988 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA General Information Owner /Applicant Site Address Contact Person Contact Phone Number Contact Email Address 441 Palms, LLC 1080 SE 23rd Street Okeechobee, FL 34974 150 NE 13th Street Okeechobee, FL 34972 Stephen L. Dobbs, Agent 863 - 824 -7644 sdobbs @stevedobbsengineering.com Le • al Description of Sub'ect Pro • ert Parcel Identification Numbers: 3- 15- 37 -35- 0010 - 00010 -0010, 3- 15- 37 -35- 0010 - 00010 -0050, 3- 15- 37 -35- 0010 - 00020 -0010, 3- 15- 37 -35- 0010 - 00020 -0210, 3- 15- 37 -35- 0010- 00020 -0230 Legal Description: LOTS 1, 2, 3 AND 4, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 5, 6, 7 AND 8, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 1, 2, 3, 4 AND 5, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 21 AND 22, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 23, 24, 25 AND 26, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA Request The matter before the Local Planning Agency and City Council is an application for an amendment to the Future Land Use Map (FLUM) for the above five properties encompassing 3.3 acres currently designated Single - Family. The Applicant proposes to change the Future Land Use designation from Single - Family to Commercial. The property is zoned H- Holding and is also the subject of concurrent rezoning petition (16- 003-R) to change the zoning of the property to CLT, Light Commercial. The current and proposed Future Land Use designations, zoning, existing use, and acreage of the subject property and surrounding properties are shown in the following tables and on the maps on pages 8 through 10 Current Future Land Use, Zonin • and Existin • Land Use Characteristics Future Land Use Category Zoning District Use of Property Acreage Existing Single- Family Residential H, Holding Vacant 3.3 acres Proposed Commercial CLT, Light Commercial Medical offices 3.3 acres Future Land Use, Zonin • , and Existin • Uses on Surroundin • Properties Future Land Use Map Classification North Zoning District Existing Land Use Future Land Use Map Classification Zoning District East Existing Land Use Future Land Use Map Classification South Zoning District Existing Land Use Future Land Use Map Classification West Zoning District Existing Land Use Commercial CHV- Heavy Commercial Okeechobee Health Care Facility Single Family RSF1- Residential Single Family Large Single Family Residence Property Single Family H- Holding Vacant Single Family & Commercial CHV- Heavy Commercial Medical office & Vacant 0551 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA General Anal sis and Staff Comments A Qualification for Amendment Based on the size of the property (3.30 acres) this application qualifies under Chapter 163, F.S. as a Small Scale Development Activity Plan Amendment (SSA) to the Comprehensive Plan. B. Current Situation 1. Practical Maximum Likely Development Potential The maximum development potential in the Single - Family Future Land Use Category is four units per acre (five if used for affordable housing) which would allow for between 13 and 16 single - family homes. 2. Current Use The subject property is currently vacant. C. Future Development Potential as Commercial 1. Maximum Likely Future Development Potential The maximum development potential in the Commercial Future Land Use Category is a floor- area -ratio of 3.0 and a maximum of 85% impervious surface area. This equates to approximately 431,240 square feet of maximum allowable building area. Of course, in Okeechobee, a 0.25 FAR has proven the most likely maximum development potential. This translates to about 108,000 square feet. 2. Proposed Use The Application states the intended use of the subject property is for a 71,200 square foot medical /dental office facility. Comprehensive Plan Anal sis A. Consistency with the Comprehensive Plan and Compatibility with Adjacent Uses. Policy 2.2 of the Future Land Use Element recommends that the City protect the use and value of private property from adverse impacts of incompatible land uses, activities and hazards. Objective 12 states that the City of Okeechobee shall encourage compatibility with adja- cent uses, and curtailment of uses inconsistent with the character and land uses of surrounding areas, and shall discourage urban sprawl. . l ink Iloiida 1 al Gu'ti rtn t91+s Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA This parcel is adjacent to a nursing home. We believe that a Commercial designation for this property is an appropriate use. B. Adequacy of Public Facilities Potable Water and Wastewater The Applicant has computed the likely demand for water and sewer services at 0.15 gallon /day /square foot of nonresidential uses as set forth in the City's Application. The resultant demand is estimated at 10,683 gallons per day. Given OUA's current capacity and recent level of average daily flow as provided by the Applicant, it would appear that there is adequate capacity to address water and sewer needs. However, the Applicant has not provided the required letters from Okeechobee Utility Authority confirming the Authority's ability to provide water and sewer service to the proposed development. Roadways Based the traffic generation factor for Medical - Dental Offices contained in the most recent edition of the Trip Generation prepared by the Institute of Transportation Engineers (ITE), the proposed Future Land Use change will result in an increase in more than 100 peak hour vehicle trip ends over that associated with development under the current Future Land Use designation of Single - Family Residential. As a result, the Applicant was required to have a professional Traffic Impact Analysis (TIA) prepared. Following is our summary of the findings and their implications with regard to consistency with the City's Comprehensive Plan. The roadway segment studied is the stretch of US 441 from SR 70 to NW 16th Street and the signalized intersection involved is that of US 441 and SR 70. The estimated increase in traffic is 221 and 279 trips in the AM and PM peak hours, respectively. The greatest increase in traffic is during the PM peak when 177 vehicles will exit the property northbound on US 441 and 137 of these will make U -turns at NW 16th Street heading southbound on US 441 and enter the intersection of US 441 and SR 70. The Applicant's TIA stated that both the study segment and the study intersection are currently operating below the accepted LOS C standard prescribed by the Florida Department of Transportation and the Okeechobee County Comprehensive Plan. That is, the City's Level of Service (LOS) Standard for the study roadway segment is "C ", but is currently operating at "D ". Further, both the northbound and southbound portions of US 441 at its intersection with SR 70 are operating at LOS "F" (80 seconds delay or more), which is essentially a failing situation with existing northbound delays of 110.4 seconds and the critical situation of southbound delays of 79.6 seconds. svi vin Iloi Ida I.0L 11t'fnll ?t'nl`. tilFl Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA When traffic from the proposed 71,200 square foot medical /dental complex is added, the roadway segment of US 441 from SR 70 to NW 16th Street will continue to operate below standard with the PM Peak traffic increasing from 2,030 to 2,248, an increase of 10.7 %. Moreover, the southbound delay on US 441 at its intersection with SR 70 will increase from 94.5 to 128.4 seconds, an increase of almost 40% which will be instrumental in reducing the overall LOS of the intersection during the PM Peak from "E" to "F" The TIA includes an analysis of the storage provided by the existing northbound left turn lane to accommodate the traffic demand when the proposed medical /dental complex is operational. The conclusion was that it will be able to accommodate the anticipated traffic demand. We do, however, have concerns over the traffic impacts of the proposed development. that lead us to question whether or not the proposed project is consistent with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, which reads as follows: "The City shall not permit new development to occur in locations where the existing traffic circulation network is insufficient to accommodate the impacts of the development, unless definite provisions are made to provide the necessary capacity prior to or concurrent with the development.'" Specifically: 1. There is a bike lane on the southbound side of US 441. Further information is needed to determine the extent and time of use of the bike lane in the vicinity of NW 16th Street. The increased volume of U -turns during the PM Peak hour, added to the left -hand turns from the main hospital entrance, could increase the likelihood of potential conflicts between bike riders and mid -to -large -size SUVs and similar sized vehicles making U -turns and encroaching into to the bike lane. 2. The increase in traffic from the proposed development is expected to significantly increase the delay for southbound traffic at the intersection of SR 70 and US 441 and further diminish the level of service at the intersection from an overall "E" to "F ". It was the recommendation in the TIA that discussions be initiated with the City of Okeechobee staff to explore opportunities for encouraging multimodal travel and transit use to reduce the existing and future operational deficiencies identified within the study area. tit'r V11114 Florida c111 11 Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA While this would represent a good approach to improving the overall traffic situation in the City, with regard to the impacts of the proposed medical /dental complex, we suggest it would be more appropriate for the City to attach the following condition to any approval of the requested Small Plan Amendment and attendant rezoning: In accordance with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, it is recognized that the existing traffic circulation network may be insufficient to accommodate the impacts of the proposed development. Therefore, any future development may be subject to participation in the City's Proportionate Fair Share Transportation Impact Fee for roadway improvements. These improvements may include, but not be limited to; a traffic signal at NW 16th Street and US 441, if and when warranted; or, an extension of NE 3rd Avenue from NE 13th Street southward to NE 8th Street forming a continuous roadway connecting to SR 70, thereby enhancing the City's grid system and alleviating southbound congestion at the SR70 /US 441 intersection. Solid Waste The County has recently confirmed a considerable level of excess capacity in the landfill available to serve the solid waste disposal needs of other major developments in the City. It appears reasonable to expect that even the volume of solid waste associated with a development of 71,220 square feet of commercial use could be accommodated by the County's solid waste disposal capacity. Drainage The proposed development will be required to meet all standards required by the City of Okeechobee and the South Florida Water Management District. C. Environmental Impacts We agree with the Applicant that the site appears to have no unique characteristics with regard to environmental sensitivity, wildlife habitat, soil conditions or susceptibility to flooding. tiv vifl!„' Ilur icl:l I." .LI <itr1 11,11 S l it Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA Recommendation Based on the foregoing analysis, we find that the requested Commercial Future Land Use Designation for the subject property can be considered consistent with the City's Comprehensive Plan, with the following stipulations. 1. The Applicant submits the required letter from Okeechobee Utility Authority confirming the Authority's ability to provide potable water and waste water treatment services to the proposed development. 2. In accordance with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, it is recognized that existing traffic circulation network may be insufficient to accommodate the impacts of the development. Therefore, any future development may be subject to participation in the City's Proportionate Fair Share Transportation Impact Fee for roadway improvements. These improvements may include, but not be limited to; a traffic signal at NW 16th Street and US 441, if warranted; or, an extension of NE 3rd Avenue from NE 13th Street to NE 8th Street form a continuous roadway connecting to SR 70, thereby enhancing the City's grid system and alleviating southbound congestion at the SR70 /US 441 intersection. Alternatively, the scale of any future development may be required to be reduced to a level that will be consistent with the ability of the traffic circulation network to accommodate the impacts of the development. Submitted by: �.� / _ Wm. F. Brisson, AICP Sr. Planner September 7, 2016 Planning Board /LPA Public Hearing: September 15, 2016 City Council Public Hearing: October 4, 2016 Attachments: Future Land Use, Subject Site & Environs Zoning, Subject Site & Environs Existing Land Use, Subject Site & Environs in;; FI,,,k1. l.n .fl Gucetnirt rm, `,ina• t9R5 Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA INVV 1 11 OtL, FUTURE LAND USE SUBJECT SITE AND ENVIRONS NE MO City Limits Line 11 COMPREHENSIVE PLAN LAND USE NGLE - FAMILY am MULTI - FAMILY - COMMERCIAL - INDUSTRIAL 3 PUBLIC FACILITIES RESIDENTIAL MIXED USE 1 1 Serving Florida Local Governments Since 1988 Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA ZONING SUBJECT SITE AND ENVIRONS 1 1 1 1 1 ___ City Limits Line r ZONING . CBD - COMM BUSINESS DISTRICT . CHV - HEAVY COMMERCIAL CLT - LIGHT COMMERC iP CPO - COMM PROFESSIONAL H • HOLDING 'N7 - INDUSTRIAL E - PUBLIC FACLLIT1E_ POD-MIXED PUD-R ■ RMF RESIDENTIAL MULTiFAMIL'Y RMH - RESIDENTAL MOBILE HOME RSFI • RESIDENTIAL SINGLE FAMILY RSF2 - RESIDENTIAL SINGLE FAMILY (2 Serving Florida Local Governments Since 1988 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA EXISTING LAND USE SUBJECT SITE AND ENVIRONS Serving Florida Local Governments Since 1988 10 OKEECHOBEE UTILITY AUTHORITY 100 SW 5th Avenue Okeechobee, Florida 34974 -4221 May 24, 2016 Mr, Steven L. Dobbs P.E. Steven L. Dobbs Engineering, LLC 1062 Jakes Way Okeechobee, Florida 34974 Ref: Wastewater Capacity Request Project: 441 Palms LLC Parcel ID No.: 3- 15- 37 -35- 0010- 00010 -0010 3- 15- 37 -35- 0010 -00010 -0050 3- 15- 37 -35- 0010 -00020 -0010 3- 15- 37 -35- 0010- 00020 -0060 3- 15- 37 -35- 0010- 00020 -0210 3- 15- 37 -35- 0010- 00020 -0230 Site Address: NE 13th Street Okeechobee, FL 34972 (863) 763 -9460 FAX: (863) 467 -4335 Dear Mr, Dobbs: In reference to a request of the availability of wastewater capacity to the subject property, I submit the following information for your use in the permitting for the above referenced project. The Okeechobee Utility Authority owns and operates one regional wastewater treatment plant with a FDEP permitted capacity of 3.0 MGD. During the twelve month period from May 2015 to April 2016, the annual average daily demand was 0.860 MGD, or about 29% of the current 3.0 MGD treatment capacity. The OUA does not have wastewater collection lines in the immediate vicinity of your project. Any upgrade requirements to the wastewater system due to the demands of the proposed project will be at the project owners' expense. Should you have any other questions, comments or concerns with regards to the wastewater system capacity, please contact the OUA at 863.763.9460. Sincerely, Jahn F. Hayfor Executive Director Okeechobee Utility Authority DEPENDENT NEWSMEDIA INC. USA Okeechobee!]ws ,.F•; 107 SW 17th Str et,S Lute 'l'5 �r Okeechobee, Flo l'a�, 34974 863 - 763 -31 44�;,,, STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a ��k :(/l^ fJ 4/1-4-6,c---) 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 qb- 31ao16 Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to a d sT�b�clribed befo ,3 r w day of Katrina Elsken me this _ a0'(p _P1 � AD Notary Public, State of Florida at Large '/j11 C` r PUBLIC NOTICE FUTURE LAND USE CHANGE PROPOSED CITY ORDINANCE NOTICE IS HEREBY GIVEN that the Gty Council of the Gty of Okeecho- bee, will conduct a Public Hearing on Tues, Oct 4, 2016, at 6 PM, or as soon thereafter possible, at Gty Hall, 55 SE 3rd Ave, Okeechobee, FL, to consider final reading for adoption of the following Ordinance into law: No. 1144: AN ORDINANCE OF THE CITY OF OKEECHOBEE, FLORIDA; AMENDING THE CITY OF OKEECHOBEE COMPREHENSIVE PLAN, ORDINANCE NO. 635 AS AMENDED, BY REVISSING THE FUTURE LAND USE MAP ON A CERTAIN TRACT OF LAND MORE PARTICU- LARLY DESCRIBED HEREIN FROM SINGLE FAMILY RESIDENTIAL TO COMMERCIAL (APPLICATION NO. '.16-003-SSA); PROVIDING FOR INCLUSION OF ORDINANCE AND REVISED FUTURE LAND USE MAP IN THE COMPREHENSIVE PLAN; PROVIDING FOR CONFLICT; PROVIDING FOR SEVERABILITY; PROVIDING FOR AN EFFECTIVE DATE. - The Ordinance is regarding Small Scale Comprehensive Plan Future Land Use Map Amendment Application No. 16- 003 -55A, submitted by Mr. Carrot Word (Register Agent) for the property owner, 441 Palms, LLC, on approxi- mately 3.3 acres, located at 150 NE 13th Street Legal: Lots 1 to 8 of Block 1, Lots 1 to 5, and 21 to 26 of Block 2, CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, Florida. All members of the pubic are encouraged to attend and participate in said Hearing. The proposed ordinance may be inspected in its entirety by mem- bers of the public at the Office of the Gty Clerk during normal business hours, Mon -Fri, 8:00 AM -4:30 PM, except for holidays. ANY PERSON DECIDING TO APPEAL any decision made by the Gty Council with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and the record Includes I the testimony and evidence upon which the appeal will be based. n accor- dance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to par - Udpate in this proceeding, contact the City Clerk's Office no later than two business days prior to proceeding, 863- 763 -3372. BE ADVISED that should you intend to show any document, picture, video or items to the Coundl in support or opposition to any item on the agenda, a copy of the document, picture, video, or Item MUST be provided to the City Clerk for the Gty3 records. By: Gty Clerk Lane Gamiotea, CMC 477675 ON 9/23/2016 INDEPENDENT NEWSMEDIA INC. USA Okeechob ew3Ep 1 4 2015 107 SW 17th St a Suite D Okeechobee, Fl • ida. 34974 863 - 763- 3 \t'j••. STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, orida, that the attached copy of advertisement being a i�� > L -11(.7.11 LC t– in the matter of Ca ; ?, -70)-0,-;-, 0,-;' 0 1)"—fe �.�� 5 �: I s 'DC 1 Lt in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of ci / /an a, Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn tp and subscribed before me this Katrina Elsken E;) .tom day of S= :1013t1 Notary Public, State of Florida at Large 11-(-2 tamtAD ANGIE BRIDGES r� • : MY COMMISSION # FF 976149 EXPIRES: ApMU20,2029 Fq . Bardod'Mu Notary Mk Undennfbte . PUBLIC NOTICE. CITY PLANNING BOARD MEETING NOTICE IS HEREBY GIVEN that the Oty of Okeechobee Planning Board (P8) will conduct a regular meeting on Thur., Sep. 15, 2016 at 6 PM, or as soon thereafter as possible, at Oty Hall, 55 SE 3rd Aye, Rm 200, Okee- chobee, FL M the Local Planning Agency, the Planning Board may consider offering a recommendation on any proposed amendments to the current Land Development Regulations submitted by Oty Staff, Board Members; or citizens. - • The public Is Invited and encouraged to attend. The agenda may be ob- tained from www.dtvofokeechobee.com or by calling the General. Services Office, 863- 763 - 3372 x218. ANY PERSON DECIDING TO APPEAL any decision made by the PB.with respect to any matter considered at this meeting will need to ensure a ver- batim record of the proceeding is made and the record Includes the testimo- ny and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as de- fined by the ADA; that needs spedal accommodation to partidpate in this proceeding, contact the General Services Office no later than two business days prior to proceeding, 863- 763 -3372. BE ADVISED that should you Intend to show any document, picture, video or Items to the P8 in support or opposition to any item on the agenda, a copy of the document, picture, video, or Item must be provided to the Board Secretary Hoover tary for the Otys records. n481 a0 r N 9/9/2016 ADEPENDENT NEWSMEDIA INC. USA STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a 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 7/3, 13/a.o /(6 Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to an Katrina Elsken subscribed berpre me this day of 4.Z.t2•t..( -Q /' AD Notary Public, State of Florid'at Large / r ,fir L; - J irk r`Y ?y ANGIE BRIDGES • = MY COMMISSION # FF 976149 EXPIRES: Apd120,2020 %Fa .1e Bonded Thlu Notary Pub lc UndelwrIfB18 IEC / i� to Okeechoie- eat% C 107 SW 17th ` t, Suite D 2016 Okeechobee, ora 34974 0) 863 -763- PUBLIC NOTICE CONSIDERATION OF A PROPOSED FUTURE LAND USE MAP AMENDMENT NOTICE IS HEREBY GIVEN that a PUBLIC HEARING will be held be- fore the City of Okeechobee Planning Board, as the Local Planning Agency, on Thur., July 21, 2016, 6 PM, or as soon thereafter as possible, at Gty Hat, 55 SE 3rd AVE, Council Chambers, Rm 200, Okeechobee, Fl, to con- sider and receive input on Comprehensive Plan Small Scale Future Land Use Map Amendment Application No. 16-003 -SSA, submitted by the property owner, Mr. Carrot word (Registered Agent) for 441 Palms, LLC. The public is encouraged to attend. Application No. 16-003 -SSA requests to change the Future Land Use classifi- cation from Single Family (SF) to Commercial (C) for the property located at 150 NE 13th Street. Legal: Lots 1 to 8 of Block 1; Lots 1 to 5 and 21 to 26 of Block 2, CITY OF OKEECHOBEE, Plat Books 1 and 5 Pages 10 and 5, Public Records of Okeechobee County, Florida, and is approxi- mately 3.3 acres. The application may be inspected at the address above during regular business hours, Mon -Fri, 8 AM -4:30 PM, except for holidays. '.. A recommendation to approve or deny Application No. 16- 003 -SSA will be forwarded to the Oty Council for consideration to adopt at a Final Public Hearing on August 16, 2016, 6 PM (tentative). ANY PERSON DECIDING TO APPEAL any decision made by the Planning Board with respect to any matter considered at this meeting will need to en- sure a verbatim record of the proceeding.6 made and the record indudes the testimony and evidence upon which the appeal will be based. In accor- dance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs speaal accommodation to par- ticipate in this proceeding, contact the General Services Office no later than two business days prior to proceeding, 863 - 763 -3372. BE ADVISED that should you intend to show any document, picture, video or items to the Planning Board in support or opposition to any item on the agenda, a copy of the document, picture, video, or item must be provided W the Board Secretary for the Oty's records. By: Zoning Administrator Marcos MontesDeOca, No. 16- 003 -5SA 476740 ON 7/3,13/2016 Classified Proof Client Address 161381 - CITY OF OKEECHOBEE 55 SE 3RD AVE, Attn: Bobbie Jenkins OKEECHOBEE, FL, 34974 Order# 476740 Classification 5005 - Public Notice Start Date ' 07/03/2016 End Date 07/13/2016 Run Dates 10 Publication(s) newszap.com - Florida, Okeechobee News Sales Rep 4205 - Janet Levy Phone (863) 763 -3372 Ext: 0000 E -Mail bjenkins @cityofokeechobee.com Fax (863) 763 -1686 Ext: 0000 Requested By Order Price PO # 4075 Tax I Created By JLEVY Tax 2 Creation Date 06/30/2016, 02:06:31 pm Total Net Payment Dimensions 2.4067 " X 3.2333 " Phone E -Mail Fax (302) 741-8297 jlevy @newszap.com (302) 741 -8215 PUBLIC NOTICE CONSIDERATION OF A PROPOSED FUTURE LAND USE MAP AMENDMENT NOTICE IS HEREBY GIVEN that a PUBLIC HEARING will be held be- fore the aty of Okeechobee Flaming Boat!, as the Local Panning Agency, on Thur., 21, 2016, 6 PM, or as soon thereafto as posstle, at City Hat, 55 �E 3rd AVE, Goundl Chambers, Rim 200, Okeechobee FL, In con- sider and receive input on Comprehensive Flan Scroll Scale Futue Land Use Map Amentimert Application No. 16-003 -SS\, submitted by the property owner, Mr. Cant Word (Registered Agent) for 441 Pains, LLC The public is encouraged to attend. Application Na 16- t03-SSA requests to den the Futue Lard Use classifi- cation from Smile Family (SF) to Commercial ( for the property looted at 150 NE 13th Street Laval: tats 1 to 8 of Sloth. 1; Lots 1 to 5 and 21 to 26 of Block 2, CITY OF OKEECHOBEE, Plat Books 1 and 5, Pages 10 and 5, Pkbtk: Records of Okeechobee County, Florida, and is approxi- mately 3.3 acres. The application may be inspected at the address above during recular business hours, hbn -Fri, 8 PM -4:30 PM, except for holidays. A recommendation to approve or der5 Application No. 16 -003 -SSA will be forwarded In the Oty Council for consideration to adopt at a Final Public Hearing on August 16, 2016, 6 PM (tentative). ANY PERSON DECIDING TO APPEAL any decision made by the Flaming Board With respect man matter considered at this meeting will reed to en- sure a verbatim record of the proceeding is oracle and the record includes the testimony and evidence won which the apyffll suit be based. In accor- dance with the Americans with Disabilities Act (ADA), any person with a cisablity as defirn d by the ADA, that needs oaf accommodation in par- ticipate in this prooeding, contact the General Services Office no later than two business days prior to proceeding, 863- 763 -3372. BE ADVISED that should you intend to stew any rlocunert, picture, video or items to the Flaming Board in support or opposition in any inn on the agenda, a Boat S 01 the e 0oaonGN' picture, erne, video, or item must be provided to the B/: Zoning Administrator Mains McntesteCxa, No. 16- 003 -55A 476740 ON 7/3,13/2016 $186.03 $0.00 $0.00 $186.03 $0.00 Proofed by Janet Levy, 06/30/2016 02:10:22 pm Page: 1 b) Vote on motion to read by title only. > 0 Z" • °'- z c co 0 m co -o '"OD0 C ac 0 to 3 2- 3 a r- CD 0 0 0 o c7'o 0�N to to r-- z• o = . ) n ° c - oa(7 m = O x o < CD a O= W Z n 5-- CD = n 9) v O , 0 o o 0 ya x N o N m Su?&3 a0 fi n) p� ° D ° Z T1 n v 0 m z 13 2. 3 -n 2 Ci a) < C m • xi 0 C Z n 3 o to < v -0 = O. oo • v cT0 S a) w CD S, o M rn m t1) ° .< = O o rn o >.< o n a co CD 3 O a v O ya 3 a n O. .A = 0 a o m 5, 3 q m c N c- o N � O N o 70 CD (0 0 C • < CD S C 5 co = 3 a 'T1 K a) O D "0 0 O-nr < o 33-I CD 5- N co N CD a 0 o ° o m m c o Z fl . 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WHEREAS, the City Council of the City of Okeechobee recognizes the need to plan for orderly growth and development; and WHEREAS, Chapter 163, Florida Statues provides for amendment to Adopted Comprehensive Plans; and WHEREAS, the City has received and reviewed certain application(s) (No. 16- 003 -SSA), submitted by Carrol Word, Registered Agent for the property owner, 441 Palms, LLC for a small -scale amendment to the Future Land Use Map of the City's Comprehensive Plan, and said application being reviewed by the City's Planning Board, acting as the Local Planning Agency, at a duly advertised Public Hearing held on July 21, 2016, and postponed until September 15, 2016, which determined such application to be consistent with the Comprehensive Plan and appropriate to the future land uses within the City; and WHEREAS, the City has agreed with the recommendation of the Planning Board that the proposed application complies with the requirements of Florida Statutes 163, Part II, and that the proposed application is consistent with the Comprehensive Plan and appropriate to the future land uses within the City. NOW, THEREFORE, it is ordained before the City Council for the City of Okeechobee, Florida; presented at a duly advertised public meeting; and passed by majority vote of the City Council; and properly executed by the Mayor or designee, as Chief Presiding Officer for the City: SECTION 1: SHORT TITLE. THIS ORDINANCE shall be known as the "City of Okeechobee Small Scale Development Activities Comprehensive Plan Amendment," pursuant to F.S. 163.3187, and shall be effective within the City limits of the City of Okeechobee, Florida. SECTION 2: AUTHORITY. This City of Okeechobee Small Scale Development Activities Comprehensive Plan Amendment is adopted pursuant to the provisions of Chapter 163.3187, Part II, Florida Statutes. SECTION 3: REVISIONS TO THE FUTURE LAND USE MAP. 1. The following described land consisting of approximately 3.3 acres is hereby re- designated for purposes of the Future Land Use Map of the City of Okeechobee Comprehensive Plan: a. Application No. 16- 003 -SSA, from Single Family Residential to Commercial. The Legal Description of Subject Property is as follows: LOTS 1, 2, 3, AND 4, OF BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND Ordinance No. 1144 Page 1 of 2 LOTS 5, 6, 7, AND 8, OF BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 1, 2, 3, 4, AND 5, OF BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 21 AND 22, OF BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 23, 24, 25, AND 26, OF BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SECTION 4: INCLUSION OF ORDINANCE AND REVISED FUTURE LAND USE MAP IN THE COMPREHENSIVE PLAN. It is the intention of the City Council of the City of Okeechobee, Florida and it is hereby provided, that the provision of the Ordinance, and the revisions to the Future Land Use Map more particularly described as "Future Land Use: 2000 City of Okeechobee, March 19, 1991, as amended March 3, 2009 ", which is incorporated herein by reference, shall become and be made a part of the City of Okeechobee Comprehensive Plan (City of Okeechobee Ordinance No. 635, as amended). SECTION 5: CONFLICT. All ordinances or parts of ordinances in conflict herewith are hereby repealed. SECTION 6: SEVERABILITY. If any provision or portion of this ordinance is declared by any court of competent jurisdiction to be void, unconstitutional, or unenforceable, then all remaining provisions and portions of this ordinance shall remain in full force and effect. SECTION 7: EFFECTIVE DATE. The effective date of this plan amendment shall be thirty -one (31) days after the adoption of this Ordinance, if not timely challenged. If timely challenged, this amendment shall become effective on the date the State Land Planning Agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. INTRODUCED AND ADOPTED at First Reading and Final Public Hearing on this 4th day of October, 2016, pursuant to F.S. 163.3187(2). ATTEST: Lane Gamiotea, CMC, City Clerk REVIEWED FOR LEGAL SUFFICIENCY: John R. Cook, City Attorney Ordinance No. 1144 Page 2 of 2 James E. Kirk, Mayor City of Okeechobee j General Services Department 55 S.E. 3" Avenue, Room 101 Okeechobee, Florida 39974 -2903 I'hane: (863) 763 -3372, eNt. 213 Rae: (363) 763-1686 I)ate: (j Petition No. I c 3 Pee Paid:t C(Lg. t.1,O (?Kt MX Jurisdiction: ep '( 1'r Hearing: f -=1"/' PP) 2" (fearing: ♦ /- -7-0 CC (Ot'd -1l Publication Oates: - (3 '113 0- `1/13 - (10_16 Ord:, 8/5 Notices Mailed: VA.1- TO BE Co111'1.4:'rED IIl' (2I'I'1' S'1'AFR: Verified ROM Designation: 31-- Verified Zoning Designation: I-1-oidth Plan Amendment Type: 1 1 Large Scale (LSf \) involving over 10 acres or text amendment VSivaIl Seale (SSA) 10 acres or less 11 Small Scale (SSA) More than 10 but less than 20 acres the proposed amendment will have a positive clTcct in addressing the problems or low per capita incomes, low average wages, high unemployment, instability of employment, and /or other indices oleconomically distressed communities. AI'I'LICAiN'I' PLEASE, NOTE: Answer all questions completely and accurately. Please print or type response's. IC additional space is needed. number and attach additional sheets. The total number ofshccts in your application is: '19 . Submit I (one) copy oCthe complete application and amendment support documentation, including neaps. to the General Services Department. fifteen (15) copies or any documents over I 1 X 17 ,u•e required to be submitted by the applicant. the undersigned owner or authorized representative, hereby submit this application and the attached amendment support documentation. The information and documents provided are complete and accurate to the best or my knowledge. -r, 2 2 — 2 aL1 rr_ Date Si mature of Owner or Authorized Representative' ht►r *Attach Notarized Letter o1Owner's Authorization questions relating to this application packet, call the General Services Dept. at (863) -763 -3372, hat. 218 Page 1 of 7 Applicaton for Comprehensive Plan Amendment (6/09) I. APPLICANT /AGENT /OWNER INFORMATION 441 Palms, LLC Applicant 1080 SE 23rd Street Address Okeechobee FL 34974 City (863) 610 -5913 Telephone Number Steven L. Dobbs State Fax Number csoword90 @gmail.com E -Mail Agent* 1062 Jakes Way Address Okeechobee FL 34974 City State Zip (863) 824 -7644 sdobbs @stevedobbsengineering.com Telephone Number Same as above Fax Number E -Mail Owner(s) of Record Address City State Zip Telephone Number Fax Number E -Mail Name, address and qualification of additional planners, architects, engineers, environmental consultants, and other professionals providing information contained in this application. *This will be the person contacted for all business relative to the application. For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Page 2 of 7 Applicaton for Comprehensive Plan Amendment (6/09) 11. REQUESTED CHANGE (Please see Section V. Fee Schedule) A. TYPE: (Check appropriate type) ❑ Text Amendment ® Future Land Use Map (FLUM) Amendment B. SUMMARY OF REQUEST (Brief explanation): This request is in support of changing the parcels identified from Single Family -- R- esidential to Commercial. 111. PROPERTY SIZE AND LOCATION OF AFFECTED PROPERTY (for amendments affecting development potential of property) A. PROPERTY LOCATION: 1. Site Address: 150 NE 13th Street, Okeechobee, FL 34972 3- 15 -37 -35- 0010 - 00020 - 0010 3- 15 -37- 35-0010- 00010 -0010 2. Property ID #(s } :3- 15-37- 35-0010- 00020 -0210 3- 15 -37- 35-0010 -00020 -0230 3- 15- 37- 35-0010- 00010 -0050 B. PROPERTY INFORMATION (Note: Property area should be to the nearest tenth of an acre. For properties of less than one acre, area should be in square feet.) 1. Total Area of Property: 3.3 Acres 2. Total Area included in Request: 3.3 Acres a. In each Future Land Use (FLU) Category: (l) Single Family 3.3 Acres (2) (3) (4) b. Total Uplands: 3.3 Acres c. Total Wetlands: 0.00 Acres For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Page 3 of 7 App1icaton for Comprehensive Plan Amendment (6/09) 3. Current Zoning: Holding 4. Current FLU Categorv: Single Family 5. Existing Land Use: Undeveloped 6. Requested FLU Category Commercial 1). j\'1, x11IU \t lEVELOP \1 ENT POTENTIAL OI' THE SUBJECT PROPERTY Development "hype Existing FLU Category Proposed FIJI Category 0 Residential 3.3 Density (DU /Acre) 6 0 0 Number of Units 19 Commercial (sq. It.) 0 71,220 sf Industrial (sq. ft.) 0 0 At a minimum, the application shall include the following support data and analysis. These items are based on the submittal requirements of the State or Florida, Department of Community Affairs for a comprehensive plan amendment, and policies contained in the City of Okeechobee Comprehensive Plan. Staff will evaluate this request based on the support documentation provided by the applicant. A. GP.NERAI. INFORMATION AND MAPS Unless otherwise specified, the Applicant must provide the following materials For any proposed amendment that will affect the development potential of properties. 11' large maps are submitted, the :lpplicanl may be required to provide 8.5" x 11" maps for inclusion in public hearing packets. I . Wording of-any proposed text changes. A map showing the boundaries of the subject property. surrounding street network. and Future Land Use designations of surrounding properties. 3. A nap showing existing land uses (not designations) of the subject property and surrounding properties. 1. Written descriptions ()I' the existing land uses and bow the proposed Future Land Use designation is consistent with current uses and current Future Land Use designations. 5. tiiap showing existing zoning oltlie subject property and surrounding properties. 6. Certified property boundary survey: date of survey; surveyor's name. address and phone number; and legal description(s) for the property subject to the requested change. For questions relating to this application packet, call the General Services Dept. at (863) -763 -3372, Ext. 218 Page .1 of") i \pplicaton for Comprehensive Plan Amendment 0109) E. ,IL!S FIFi(:ATION OF PROPOSED .\\i ENI) ll {NT .lustily the proposal amendment based upon sound planning principles. Re sure to support all c )ncltlsions made in this justification with adequate data and analysis. Large Scale Amendment (LSD\) Small Scale Amendment (SSA) Text Amendment Flat Ice $-1.000.00 plus 530.00 per acre 5550.O(1 plus 530.00 per acre 5-2,000.00 each Carrot Word , an -lily that 1 ain the owner or authorized representative of. the property described herein, and that all answers to the questions in this application and any sketches, data, or other supplementary matter attached to and made a part ofthis application. are honest and true to the best of my knowledge and belief. I also authorize the mirror the City of Okeechobee to enter upon the property during normal \vorkine hours for the purpose of investigating and evaluating the request Blade through this application. Carrot Word z3 --La/‘- Signature of Owner or Authorized Agent Date CAR- 1212"—__IAD___ 'typed or Printed Name Sr:\ Ii or —r X06./ X14 COUN iv 0,: keedi__ e rek The lore`goine instrument was ccrlilied and subscribed below Inc this �-3 c t1f '� \% ? () / (� , by _%'}}�__� (� R� , who i. personally known or who 1{as produced as identification. SHANNON T CONRAD Notary Public - State of Florida Commission # FF 213951 My Comm. Expires May 6, 2019 otary Public Printed Name of Notary Public Commission Expires on: (-‘2 ( (1)1 9 tome For questions relating to this application packet, call the General Services Dept. at (363) -763 -3372, I ■xt. 218 Page 7 01•7 411 Palms, LLC City of Okeechobee Comp Plan Amendment Support Documentation A. General Information and Maps Unless otherwise specified, the Applicant must provide the following materials for any proposed amendment that will affect the development potential of properties. If large maps are submitted, the Applicant may be required to provide 8.5" x 11" maps for inclusion in public hearing packets. 1. Wording of any proposed text changes. None proposed. 2. A map showing the boundaries of the subject property, surrounding street network, and Future Land Use designations of surrounding properties. Attached 3. A map showing existing land uses (not designations) of the subject property and surrounding properties. Attached 4. Written descriptions of the existing land uses and how the proposed Future Land Use designation is consistent with current uses and current Future Land Use designations. To the north is a parcel that has a Future Land Use (FLU) of commercial and is being used at a nursing home. To the east of this parcel is vacant land and Taylor Creek. The vacant land has a FLU of Residential Single Family. To the south the parcel is undeveloped and has a FLU of Residential Single Family. To the southwest one of the parcels was developed as a Doctor's Office, but is currently vacant and the other parcel was a single family residence that has been partially demolished. To the west is a parcel that is undeveloped and has a future land use of Commercial. The proposed Future Land Use designation is consistent with the current major developed uses in the area and to the largest extent the surrounding parcels are vacant or undeveloped. 5. Map showing existing zoning of the subject property and surrounding properties. Attached 6. Certified property boundary survey; date of survey; surveyor's name, address and phone number; and legal description(s) for the property subject to the requested change. Attached 7. A copy of the deed(s) for the property subject to the requested change. Attached 8. An aerial map showing the subject property and surrounding properties. Attached 9. If applicant is not the owner, a notarized letter from the owner of the property authorizing the applicant to represent the owner. N/A B. Public Facilities Impacts Note: The applicant must calculate public facilities impacts based on a maximum development scenario. 1. Traffic Analysis a. For Small Scale Amendments (SSA) (1) The Applicant shall estimate of traffic volumes associated with the proposed change using the most recent edition of Trip Generation prepared by the Institute of Traffic Engineers and assuming maximum development potential of the property. The existing FLU for the proposed property is 3.27 acres of Single Family. The maximum density of the FLU Single family has a maximum density of 6 units per acre, which would yield a total of 19 units. For a total traffic count of 191 daily trips and 20 peak hour trips. The proposed FLU Commercial for these parcels would have a maximum buildout of 50% according to the City's Comprehensive Plan, which would yield a total of 2,565 daily trips with a peak hour of 260 trips. This represents an increase of 2,374 daily trips and 240 peak hour trips. (2) If the proposed Future Land Use change will result in an increase of 100 or more peak hour vehicle trip ends in excess of that which would result under the current Future Land Use Designation, the applicant shall attach a Traffic Impact Study Prepared by a professional transportation planner or transportation engineer. Please see the attached traffic statement. b. For Large Scale Amendments (LSA) All LSAs shall be accompanied by a Traffic Impact Study prepare by a professional transportation planner or transportation engineer. N/A c. Traffic Impact Studies are intended to determine the effect of the proposed land use change on the city's roadway network and the city's ability to accommodate traffic associated with the proposed change over a ten -year planning period. Acknowledged. d. An inability to accommodate the necessary modifications within the financially feasible limits of the city's plan will be a basis for denial of the requested land use change. Acknowledged. 2. Provide estimates of demand associated with maximum potential development of the subject property under the current and proposed Future Land Use designations for provision potable water, sanitary sewer, and recreation /open space as follows: a. Potable water and Sanitary Sewer demand based on: (1) 114 gallons per person per day (gppd) for residential uses Current 19 * 114 = 2,166 gpd Future = 0 gpd (2) 0.15 gallons per day per square foot of floor area for nonresidential uses Current 0 Ogpd Future 71,220 *0.15 = 10,683 gpd Current total = 2,166 gpd Future total = 10,683 gpd b. Recreation, and Open Space demand for residential uses of 3 acres per thousand peak season population. N /A, Proposed Commercial FLU. 3. Provide a letter from the appropriate agency substantiating the adequacy of the existing and proposed facilities, to support development resulting from the proposed change, including: a. Solid Waste; With no change in use and no increase to the generation of solid waste, the currently facility will not be impacted. b. Water and Sewer: The impact of the potential FLU change is addressed in the letter provided by OUA. c. Schools. N /A, no additional capacity to schools for a commercial project. C. Environmental Impacts Proposed plan amendments shall be accompanied by evidence that the following studies have been completed for another permitting agency or are not relevant to the property. There shall be inventories of: 1. Wetlands and aquifer recharge areas. Please see the attached wetland map from the US Fish and Wildlife Service. From this map, there appear to be no wetlands on the subject parcel. 2. Soils posing severe limitations to development There are two soils present at this site from the attached NRCS Websoil Survey, they are Immokalee Fine Sand and Manatee loamy Fine Sand, Depressional, which should cause no developments limitations. 3. Unique habitat. This parcel is undeveloped, but provides no unique habitat. 4. Endangered species of wildlife and plants. Since this property has been partially developed for many years and with all the development around it, it does not provide the conducive habitat for endangered species. 5. Floodprone areas. According to the attached FEMA map 12093C0415C, the subject parcels are outside all structures have been built outside flood zone A, but are within Zone X, which are areas determined to be outside the 0.2% annual chance floodplain. D. Internal Consistency with the City of Okeechobee Comprehensive Plan 1. Discuss how the proposal affects established City of Okeechobee population projections. These parcels are currently developed with no anticipation of further development, there will be no impact to the established population projections. 2. List all goals and objectives of the City of Okeechobee Comprehensive Plan that are affected by the proposed amendment. This analysis should include an evaluation of all relevant policies under each goal and objective. There is no effect to the Comprehensive Plan Amendment's Policies and Objectives from this request. The minimal increase in density will not change the ability of the city or any other utilities to provide available water, sewer, or roads. 3. Describe how the proposal affects the County's Comprehensive Plan as it relates to adjacent unincorporated areas. This project is adjacent to unincorporated areas but will have no impact to the County's Comprehensive plan. 4. List State Policy Plan and Regional Policy Plan goals and policies that are relevant to this plan amendment. Since the City's Comprehensive Plan has been found to be consistent with all state requirements, this application is also consistent with the State Policy Plan and Regional Policy Plan Goals. Since the major concern as stated in Chapter 163.006(5)(I) is to discourage Urban Sprawl, this application can hardly be classified as Urban Sprawl since it is simply undeveloped land inside the City Limits for development or infill, which is the preferred development pattern. E. Justification of Proposed Amendment Justify the proposed amendment based upon sound planning principles. Be sure to support all conclusions made in this justification with adequate data and analysis. Proposed Conditions For the proposed Commercial Future Land Use designation, the maximum development is approximately 45% maximum lot coverage or 55,000 sf. L 1.2.d. Use Measure Rate Gallons per Day Single Family (Existing) 19 Units 114 gpd 2,166 gpd — water /sewer Commercial (Proposed) 71,220 sf 15 gpd / 100 sq. ft. 10,683 gpd — water /sewer Net Impact 8,517 gpd — water /sewer Water and Wastewater Treatment Plants Based on the information obtained from Okeechobee Utility Authority, the permitted capacity of the surface water treatment plant is 5.0 mgd with the ground water treatment plant rated at 1.0 mgd. The wastewater treatment plant permitted capacity is currently 3.0 mgd. The maximum daily flow of the combined water treatment plant finished water production is 3.1 mgd for the period of March 2015 through February 2016. The average daily flow of the wastewater treatment plant is 0.859 mgd of the 3 mgd plant for the same time period. Police The nearest City Police station is located at 50 SE 2nd Avenue. No additional Police stations are scheduled. The existing Police station should be able to maintain its level of service standard with the proposed amendment given that the project is immediately adjacent to an existing area already designated for commercial uses. Service availability from the Police Department will be determined by the local government review. Fire The nearest fire station is located at 55 SE 3rd Avenue. No additional fire stations are scheduled. The existing fire station should be able to maintain its level of service standard with the proposed amendment given that the project is immediately adjacent to an existing area already designated for commercial uses. Service availability from the Fire Department will be determined by the local government review. Solid Waste Waste Management operates the regional solid waste landfill. Waste Management has previously indicated they have a 100 year capacity left in their facility. Stormwater Management The project is located in the City of Okeechobee and according to the attached FIRM panel 12093C0415C, this parcel is in Flood Zone C. There are wellfields within 1,000 feet of the parcel, however, Taylor Creek lies between the well fields and this parcel providing a hydraulic and physical barrier to any potential adverse impacts. Potential adverse impacts to ground and surface waters will be minimized by implementation of appropriate erosion control measures during construction in accordance with the NPDES Generic Permit for Stormwater Discharge from Large and Small Construction Activities. Erosion control measures that may be implemented include stabilization practices such as temporary seeding, permanent seeding, mulching, geotextiles, or sod stabilization; structural practices such as silt fences, earth dikes, diversions, swales, sediment traps, check dams, or storm drain inlet protection; and sediment basins. Stormwater runoff quantity and quality are strictly regulated by the City and the SFWMD to ensure that pre - development drainage conditions are maintained. The proposed rate of discharge from the site will be Tess than or equal to the existing discharge rate from the site. The discharges off -site will be minimized by on -site detention within the stormwater management system. The drainage system will be owned, operated and maintained by the owner, who's past record of compliance has beens shown to be a responsible property owner and should be acceptable to the City and the SFWMD. The Stormwater Management System will employ, wherever practical, a variety of Best Management Practices (BMP). The following are a list of potential BMP that could be integrated into the Water Management System during the final design and permitting stage: • Oil and grease skimmers; • Environmental swales; • Minimize "short- circuiting" of pond flow patterns; • Raised storm inlets in grassed swales; • Utilize stormwater retention where feasible; and • Street cleaning and general site maintenance. Parks and Recreation As a self- contained Industrial facility, no impact to the parks and recreation needs of the City is anticipated. Hurricane Preparedness According to information in the Treasure Coast Transportation Analysis Hurricane Evacuation Study Update 2003, dated November 2003, the property is not located in any storm surge zone. The property is not within the Category 3 Hurricane Evacuation Area. Miscellaneous Data Parcel Control Numbers Subject to this Application 3- 15- 37 -35- 0010- 00020 -0060, 3- 15- 37 -35- 0010- 00020 -0010, 3- 15- 37 -35- 0010 - 00010 -0010, 3- 15- 37 -35- 0010 - 00020 -0210, 3- 15- 37 -35- 0010 - 00020 -0230, and 3- 15- 37 -35- 0010 - 00010 -0050 Legal Description Please refer to the attached legal and sketches that comprise this application for future land use amendment. Prepared by and return to: JOHN D. CASSELS, JR. Partner CASSELS & MCCALL 400 NW 2nd Street Okeechobee, FL 34972 863- 763 -3131 File No.: 16 -8946 11111111111111111111111111111111111111 FILE NUM 2016003918 OR BK 774 PG 274 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FLORIDA RECORDED 04/28/2016 03:59:20 Ph AMT $300,000.00 RECORDING FEES $18.50 DEED DOC $2,100.00 RECORDED BY h Pinon Pas 274 - 275$ (2 oss) Parcel Identification No. 3- 16-37 -36 -0010 -00020 -0060; 3- 16- 37-35-0010-00010 -0010;3 -16 -37-35 -0010.00010 -0050; 3.16 -37 - 36 -0010 -00020. 00230; 3- 16 -37 -36 -0010 -00020 -0210; and 3- 16 -37 -35- 0010 -00020 -0010 [Space Above This Line For Recording Data) Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 27th day of April, 2016 Between SURAIYA HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE SURAIYA HUSAIN REVOCABLE TRUST DATED MAY 8, 1996 AND MUZAFFAR HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE MUZAFFAR HUSAIN REVOCABLE TRUST DATED MAY 8, 1996 whose post office address is 12138 Diedra Court, Orlando, FL 32825 of the County of Orange, State of Florida, grantor*, and 441 PALMS, LLC, a Florida limited liability company whose post office address is 1080 SE 23rd Street, Okeechobee, FL 34974 of the County of Okeechobee, State of Florida, grantee *, Witnesseth that said grantor, for and In consideration of the sum of TEN AND NO /100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Okeechobee County Florida, to-wit: Lots 1 to 8, Inclusive, Block 1; Lots 1 to 10, inclusive, Block 2; and Lots 21 to 26, Inclusive, Block 2, CITY OF OKEECHOBEE, according to the plat thereof recorded in Plat Book 6, Page 5, Public Records of Okeechobee County, Florida. THIS PROPERTY DOES NOT CONSTITUTE THE HOMESTEAD OF SURAIYA HUSAIN OR MUZAFFAR HUSAIN. Subject to restrictions, reservations and easements of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. "Grantor and "Grantee' are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witn6s% Ndrne: A405& -, P MMAN zElNt SURAIYA HUSAIN, Individually and as Trustee Witness Name: ss e: AA0E-1- RA41IIRN lee 'PI Witness Name: MUZAFFAR HUSAIN, Individually and as Trustee Book774 /Page274 CFN #2016003918 Page 1 of 2 State of Florida County of O wk. The foregoing instrument was acknowledged before me this 27th day of April, 2016 by SURAIYA HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE SURAIYA HUSAIN REVOCABLE TRUST DATED MAY 8, 1996 AND MUZAFFAR HUSAIN, INDIVIDUALLY AND AS TRUSTEE OF THE MUZAFFAR HUSAIN REVOCABLE TRUST DATED MAY 8, 1996, who [ j is personally known or 6�1 has produced i, T) L as identification. C [Notary Seal) Notary Public Printed Name: (✓jP,lisse. /}^owty My Commission Expires: Si i6 /11 Book774 /Page275 CFN #2016003918 Page 2 of 2 441 Palms, LLC Comprehensive Plan and Rezoning Legal Description LOTS 1, 2, 3 AND 4, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 5, 6, 7 AND 8, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 1, 2, 3, 4 AND 5, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 6, 7, 8, 9 AND 10, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 21 AND 22, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 23, 24, 25 AND 26, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. (NOTE: BLOCK 1, CITY OF OKEECHOBEE IS ALSO DESCRIBED AS BLOCK 1, OKEECHOBEE FLA. SURVEY OF RIVERSIDE DRIVE AND ADJOINING PROPERTY WEST OF TAYLOR CREEK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 22, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. May 19, 2016 Marcos Montes De Oca, City Administrator City of Okeechobee 55 NE 3`d Street Okeechobee, FL 34974 Subject: 441 Palms, LLC Traffic Statement Dear Mr. Montes De Oca: Steven L. Dobbs Engineering, LLC, has completed an analysis of the traffic generation statement for the above referenced facility. The project is to support a Comprehensive Plan Amendment from a FLU of Single Family Residential to Commercial for 3.27 acres of land in parcels 3- 15- 37 -35- 0010- 00020 -0010, 3- 15-37-35- 0010- 00010 -0010, 3- 15- 37 -35- 0010- 00020 -0210, 3- 15- 37 -35- 0010- 00020 -0230, and 3- 15- 37 -35- 0010- 00010 -0050. This analysis was based on a spreadsheet distributed by the Florida Department of Transportation, which is based on the Institute of Transportation Engineers (ITE) Trim Generation Manual (6th Edition). The results indicate the existing FLU of Single Family Residential has a maximum density of 6 units per acre or 19 single family units (ITE code 210), would generate 191 daily trips with 20 peak PM trips with 13 being in and 7 being out. The proposed FLU of Commercial with a maximum development rate according to the City LDRs is 50 %, which would yield 71,200 sf of commercial development. For this analysis, Medical Dental Office (ITE code 720) was used due to the historic development in the area which yield 2,565 daily trips with 260 peak PM trips with 70 being in and 190 being out. This expansion will only generate an additional 2,374 daily trips with 240 PM peak trips with 57 being in and 17 being out. NE 13th Street is a dead end street with no median opening on Highway 441N, so all traffic would be right in and right out off Highway 441 for NE 13th Street. The requirement from the City's LDR is for all arterial road to function at a Level of Service (LOS) C and all other road LOS D. According to FDOT, the LOS for roads 35 mph or less and LOS D the two way traffic is 13,300 Annual Average Daily Trips (AADT), which is the requirement for NW 13th Street. This segment would meet a LOS D. For the segment on Highway 441 where the LOS for 4 lane roads over 40 mph the LOS is 34,000 AADT. According to the FDOT's Florida Traffic Online which is updated every April, the AADT is 20,500, so even with the additional 2,374 daily trips this segment would meet a LOS C. Should you have any questions or comments, please do not hesitate to call. Sincerely, Steven L. Dobbs Engineering Steven L. Dobbs, P. E. President CC: Carrot Word File `t t wi vi s d A B 8a3 w% CIF , DO lee , ° � �i ° E N • ' ;� ® o° • " %, . ° • ■ s ° cs Jmo • • No 48134 Steven L Dobb.E •N STATE 0 F MAY 2 0 201 °1; 48134 J�. } ` , r ` '' 1062 Jakes Way, Okeechobee, FL 34974 Phone: (863) 824 -7644 Cell: (863) 634 -0194 Email: sdobbs @stevedobbsengineering.com Website: www.SteveDobbsEngineering.com Drive -In Bank 912 7 1Furniture Store 890 Walk -In Bank 911 Discount Club 861 - -- - - - - - -- Pharmacy /Drugstore w/ Drive -thru 1Convenien. Mkt (Open 16 Hrs) 852 Convenien. Mkt w/ Gas Pumps 853 1Supermarket 850 Convenien. Mkt (Open 24 hrs) 851 1Serv.Station w/ Conven.Mkt 845 Tire Store 848 Drive Thru Onl • 835 Service Station 844 Fast Food with Drive Thru 834 1High Turnover /Sit Down Rest. 832 Fast Food w/o Drive Thru 833 Quality Restaurant 831 1Shopping Center 820 (Equation) Nursery (Garden Center) 817 Buildin Materials /Lumber 812 Hardware /Paint Store 816 Medical Dental Office 720 Daycare Center 565 General Office 710 (Equation) Health Club 493 Church 560 Motel 320 Manna 420 Retirement Community 250 All Suites Hotel 311 !Apartments 220 Mobile Home Park 240 1Mini Warehouse 151 Single Family Homes 210 Truck Terminal 030 General Li ht Industrial 110 Description /ITE Code O < (D 5 5 a 0 5 o TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross Fuel Position Service Bays TSF Gross Fuel. Position TSF Gross TSF Gross TSF Gross ITSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross FTSF Gross TSF Gross Occ. Room Berths O O o c MI O 3 DU DU TSF Gross DU Acres TSF Gross Units Expected Units Not Available Not Available Not Available Z O_ D w v a m Not Available co Daily Trips Expected N co PM Peak Trips - Total Not Available W PM In V V V V V V V Z O n C 0) O N Q C_ (. C [D CO ? O O O O H O y Lunch Hour Traffic O O O _ 3 O O O 0 c 6 C) 0 3 (D SU O W 0) 0 O 5 w a r Calculations using the most Used Trip Generation Rates from the 6th Edition ITE Trip Generation Report 0 0 0 3 a 0 0 co 0 w m tU N W 0 O 0. c 0 0 3 3 co 0 d 0 0 3 0 m x 0 CO 2 O ZJ 0 0 m 0 NC N (D M m 0 X_ N V O Drive -In Bank 912 Furniture Store 890 Walk -In Bank 911 Discount Club 861 Pharmacy /Drugstore w/ Drive -thru Convenien. Mkt (Open 16 Hrs) 852 Convenien. Mkt w/ Gas Pumps 853 Supermarket 850 Convenien. Mkt (Open 24 hrs) 851 Serv.Station w/ Conven.Mkt 845 Tire Store 848 Drive Thru Only 835 Service Station 844 Fast Food with Drive Thru 834 High Turnover /Sit Down Rest. 832 Fast Food w/o Drive Thru 833 Quality Restaurant 831 Shopping Center 820 (Equation) Hardware /Paint Store 816 Nursery (Garden Center) 817 Medical Dental Office 720 Building Materials /Lumber 812 General Office 710 (Equation) Marina 420 Health Club 493 All Suites Hotel 311 Motel 320 Mobile Home Park 240 Retirement Community 250 Single Family Homes 210 Apartments 220 General Light Industrial 110 Mini Warehouse 151 Description /ITE Code Truck Terminal 030 Drive -In Windows TSF Gross 'TSF Gross TSF Gross ,TSF Gross TSF Gross TSF Gross TSF Gross TSF Gross Fuel Position Service Bays TSF Gross Fuel. 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Area of Interest (AOI) Area of Interest (AOI) Very Stony Spot $ Soil Map Unit Polygons Soil Map Unit Lines / Special Line Features Soil Map Unit Points O ;k co \ e / co )c \ \ d7� co 0. »7 2£r 73 7 — q§ƒ co ±7 SUE k __ §q/ \2 §\ ) =DE ) _E o2 %= 2 \Za CO j/\ 0(G= § \2 -_ ac co co a � \ \ .0 0.. /> \ .0 CO )3] eE —«` D // k /$�� $e 55 / \( °`7 /«® »mace �¥ .0 co \ 23Eo o J/{ =0' =o m E% T2 k \j� \{ kj �� \ a// > ° cn co a) Z\[ �( \k) �� / — ..> ƒ5220 \\ CO e E / / \\ �& ±E°?® `Q ƒ\ .0 — — �\ 2 / \j \\ \\ (� J: \r /\�� m¥ )z) {tomm &§ /( E ±G {y{a 2$ :I2 �k) /7 e =¢ =o fR e -2E EE 740 /\37) /{ $/ 7\ 3& / \ft Special Point Features Water Features Streams and Canals Transportation J Interstate Highways Closed Depression J g Local Roads Aerial Photography Marsh or swamp Mine or Quarry Miscellaneous Water ± Rock Outcrop Severely Eroded Spot $ 0o Sodic Spot Soil Map — Okeechobee County, Florida 441 Palms, LLC Map Unit Legend Okeechobee County, Florida (FL093) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 6 Manatee loamy fine sand, depressional 5.4 72.9% 11 Immokalee fine sand, 0 to 2 percent slopes 2.0 27.1% Totals for Area of Interest 7.4 100.0% USDA Natural Resources Web Soil Survey 5/17/2016 mom Conservation Service National Cooperative Soil Survey Page 3 of 3 l_ � �...� a a S m 0 6608 'ON 111 (0060 8sa) OaoM loaV3 PREPARED FOR THE EXCLUSIVE USE OF: 0 In b m X P 0 N kP g� ;NONO�sm umgPZm ,.8 00I AV ,f8.k 15' ALLEY (NOT IN USE) N 00'00'00" W 150.00' O1 R F kg0-1 � xm �smm- O 4fl9g �Ego8 N 00000'0❑" E 1 50.00' z m 0 rl O 0 C3 7C v ❑ N I - Orr— N 00000'00" W 1 50.00' 0 8 9 F N S 10 U1 m N 0 UI N in ❑ UI y m pm �Dm N ZO C13 �< Dm Eno m❑ V 0g 0- S 00.00 00" W 150.00 N W 1 N 1+7 A 0w 01 In I CD 1 1 81_ — — — — 8 _ r---- - 9 0° I �1 O =a mN 1O UI N O 1 RZO o 4 qg N1rrS N 01 s ❑0°00'00" w 1 s❑.00' ❑ N 0 J15.00 ID J m S 00'00'00" E 150.00' UI — _" 0%. m N of 1 lil S Do n mo 8 O N Z S ID N 0 0+ N m UI N N NE 3RD AVENUE (UNIMPROVED) 70' R/W ±0.51 ACRES N 00 °00'001 E 1 50.00' U1 CO OZ,95o68 m N ❑ 0 5.00' S 00000'00" W 1 50.00' OZ,95o68 Eq S 00 °00'00" W 150.00' .00'04 3 .OZ,9S.69 N N 00 °00'00" E 150.0D ��'� rN V l': v �� Mr zNi1 N 20 • z# �2 tic ��cz �o -1 ~m �. r,, ' , 44 44 ° � ,Q uQ 1^ l''.. . 1). Z3 !; N Q Q 4 7 , ,c, it „ 2 ,,J d g d� igi IA 1 1 0 �� r>, n N I I 1 I I I I I Z I m i ^c I 0 -ii I , 1 4 ti r.. ...`��� V o-1 1 ajjq A �A m 1 I �� I ti O� W i °$c b 1 1 I • e I N e � 0 4�'y 1 % 4WD~ Z �� I i4 IP I ''' S 1 i , !! 1 R,: g I 5 — mAa 0 S 0❑ °❑0'00" W 150.00' RIVERSIDE DRIVE AS SHOWN ON PLAT OF RIVERSIDE DRIVE AND ADJOINING PROPERTY WEST OF TAYLOR CREEK (PLAT BOOK 1. PAGE 22) )G30 0-V,V1 Staff Report Small Scale Comprehensive Plan Amendment Prepared for: City of Okeechobee Applicant: 441 Palms, LLC Petition No.: 16- 003 -SSA ;Planning {& Management Services, Inc. A1375 J:tcksan Street, Suite 206 Fort Myers, Florida 239 -33,1 -3366 Serving Florida Local Governments Since 1988 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA General Information Owner /Applican Site Address Contact! Person Contact Phone Number Contact Email`Address 1`_ Pp lms, LLC 1080 SE_23`' Street Okeechobee, FL 34974 150 NE 13th Street Okeechobee, FL 34972 Stephen Dobbs, Agent 863 -824 -7644 obbs @"stevedobbsengineeringcom Legal Description of Subject Property Parcel Identification Numbers: 3- 15- 37 -35- 0010 - 00010 -0010, 3- 15 -37 -35 -0010- 00010 -0050, 3- 15- 37 -35- 0010- 00020 -0010, 3- 15 -37 -35 -0010- 00020 -0210, 3- 15- 37 -35- 0010- 00020 -0230 Legal Description: LOTS 1, 2, 3 AND 4, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 5, 6, 7 AND 8, BLOCK 1, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 1, 2, 3, 4 AND 5, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 21 AND 22, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. AND LOTS 23, 24, 25 AND 26, BLOCK 2, CITY OF OKEECHOBEE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 5, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. Serving Florida Local Governments Since 1988 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA Request The matter before the Local Planning Agency and City Council is an application for an amendment to the Future Land Use Map (FLUM) for the above five properties encompassing 3.3 acres currently designated Single - Family. The Applicant proposes to change the Future Land Use designation from Single - Family to Commercial. The property is zoned H- Holding and is also the subject of concurrent rezoning petition (16- 003-R) to change the zoning of the property to CLT, Light Commercial. The current and proposed Future Land Use designations, zoning, existing use, and acreage of the subject property and surrounding properties are shown in the following tables and on the maps on pages 8 through 10 Current Future Land Use, Zoning and Existing Land Use Characteristics Proposed ornmercial CLT, Light Commercial 'Medical. offices 3.3 acres ruture Ld1lll��G Category Single Family Residential ' Zoning District H, Holding Use of Property Vacant Acreage 3.3 acres Future Land Use, Zoning, and Existing Uses on Surrounding Properties East tore Land Use;Nlap Zonings District. Soutf! Exi§ti Land:: Future Land Use Map Classification Zoning District assification. Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use ommerci CHVHeauy'Commercial' 4 Okeechobes'Health Care Facdit Single Family RSF1- Residential Single Family Large Single Family Residence Property Future Land Use Map Classification West Zoning District Existing Land Use Single Family & Commercial CHV- Heavy Commercial Medical office & Vacant Serving Florida Local Governments Since 1988 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA General Analysis and Staff Comments A Qualification for Amendment Based on the size of the property (3.30 acres) this application qualifies under Chapter 163, F.S. as a Small Scale Development Activity Plan Amendment (SSA) to the Comprehensive Plan. B. Current Situation 1. Practical Maximum Likely Development Potential The maximum development potential in the Single - Family Future Land Use Category is four units per acre (five if used for affordable housing) which would allow for between 13 and 16 single - family homes. 2. Current Use The subject property is currently vacant. C. Future Development Potential as Commercial 1. Maximum Likely Future Development Potential The maximum development potential in the Commercial Future Land Use Category is a floor- area -ratio of 3.0 and a maximum of 85% impervious surface area. This equates to approximately 431,240 square feet of maximum allowable building area. Of course, in Okeechobee, a 0.25 FAR has proven the most likely maximum development potential. This translates to about 108,000 square feet. 2. Proposed Use The Application states the intended use of the subject property is for a 71,200 square foot medical /dental office facility. Comprehensive Plan Analysis A. Consistency with the Comprehensive Plan and Compatibility with Adjacent Uses. Policy 2.2 of the Future Land Use Element recommends that the City protect the use and value of private property from adverse impacts of incompatible land uses, activities and hazards. Objective 12 states that the City of Okeechobee shall encourage compatibility with adja- cent uses, and curtailment of uses inconsistent with the character and land uses of surrounding areas, and shall discourage urban sprawl. Serving Florida local Governments Since 1988 Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA This parcel is adjacent to a nursing home. We believe that a Commercial designation for this property is an appropriate use. B. Adequacy of Public Facilities Potable Water and Wastewater The Applicant has computed the likely demand for water and sewer services at 0.15 gallon /day /square foot of nonresidential uses as set forth in the City's Application. The resultant demand is estimated at 10,683 gallons per day. Given OUA's current capacity and recent level of average daily flow as provided by the Applicant, it would appear that there is adequate capacity to address water and sewer needs. However, the Applicant has not provided the required letters from Okeechobee Utility Authority confirming the Authority's ability to provide water and sewer service to the proposed development. Roadways Based the traffic generation factor for Medical - Dental Offices contained in the most recent edition of the Trip Generation prepared by the Institute of Transportation Engineers (ITE), the proposed Future Land Use change will result in an increase in more than 100 peak hour vehicle trip ends over that associated with development under the current Future Land Use designation of Single - Family Residential. As a result, the Applicant was required to have a professional Traffic Impact Analysis (TIA) prepared. Following is our summary of the findings and their implications with regard to consistency with the City's Comprehensive Plan. The roadway segment studied is the stretch of US 441 from SR 70 to NW 16th Street and the signalized intersection involved is that of US 441 and SR 70. The estimated increase in traffic is 221 and 279 trips in the AM and PM peak hours, respectively. The greatest increase in traffic is during the PM peak when 177 vehicles will exit the property northbound on US 441 and 137 of these will make U -turns at NW 16th Street heading southbound on US 441 and enter the intersection of US 441 and SR 70. The Applicant's TIA stated that both the study segment and the study intersection are currently operating below the accepted LOS C standard prescribed by the Florida Department of Transportation and the Okeechobee County Comprehensive Plan. That is, the City's Level of Service (LOS) Standard for the study roadway segment is "C ", but is currently operating at "D ". Further, both the northbound and southbound portions of US 441 at its intersection with SR 70 are operating at LOS "F" (80 seconds delay or more), which is essentially a failing situation with existing northbound delays of 110.4 seconds and the critical situation of southbound delays of 79.6 seconds. Serving Florida Local Governments Since 1985 Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA When traffic from the proposed 71,200 square foot medical /dental complex is added, the roadway segment of US 441 from SR 70 to NW 16th Street will continue to operate below standard with the PM Peak traffic increasing from 2,030 to 2,248, an increase of 10.7 %. Moreover, the southbound delay on US 441 at its intersection with SR 70 will increase from 94.5 to 128.4 seconds, an increase of almost 40% which will be instrumental in reducing the overall LOS of the intersection during the PM Peak from "E" to "F" The TIA includes an analysis of the storage provided by the existing northbound left turn lane to accommodate the traffic demand when the proposed medical /dental complex is operational. The conclusion was that it will be able to accommodate the anticipated traffic demand. We do, however, have concerns over the traffic impacts of the proposed development. that lead us to question whether or not the proposed project is consistent with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, which reads as follows: "The City shall not permit new development to occur in locations where the existing traffic circulation network is insufficient to accommodate the impacts of the development, unless definite provisions are made to provide the necessary capacity prior to or concurrent with the development." Specifically: 1. There is a bike lane on the southbound side of US 441. Further information is needed to determine the extent and time of use of the bike lane in the vicinity of NW 16th Street. The increased volume of U -turns during the PM Peak hour, added to the left-hand turns from the main hospital entrance, could increase the likelihood of potential conflicts between bike riders and mid -to -large -size SUVs and similar sized vehicles making U -turns and encroaching into to the bike lane. 2. The increase in traffic from the proposed development is expected to significantly increase the delay for southbound traffic at the intersection of SR 70 and US 441 and further diminish the level of service at the intersection from an overall "E" to "F ". It was the recommendation in the TIA that discussions be initiated with the City of Okeechobee staff to explore opportunities for encouraging multimodal travel and transit use to reduce the existing and future operational deficiencies identified within the study area. Serving Florida Local Governments Since 1986 Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA While this would represent a good approach to improving the overall traffic situation in the City, with regard to the impacts of the proposed medical /dental complex, we suggest it would be more appropriate for the City to attach the following condition to any approval of the requested Small Plan Amendment and attendant rezoning: In accordance with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, it is recognized that the existing traffic circulation network may be insufficient to accommodate the impacts of the proposed development. Therefore, any future development may be subject to participation in the City's Proportionate Fair Share Transportation Impact Fee for roadway improvements. These improvements may include, but not be limited to; a traffic signal at NW 16th Street and US 441, if and when warranted; or, an extension of NE 31-d Avenue from NE 13th Street southward to NE 8th Street forming a continuous roadway connecting to SR 70, thereby enhancing the City's grid system and alleviating southbound congestion at the SR70 /US 441 intersection. Solid Waste The County has recently confirmed a considerable level of excess capacity in the landfill available to serve the solid waste disposal needs of other major developments in the City. It appears reasonable to expect that even the volume of solid waste associated with a development of 71,220 square feet of commercial use could be accommodated by the County's solid waste disposal capacity. Drainage The proposed development will be required to meet all standards required by the City of Okeechobee and the South Florida Water Management District. C. Environmental Impacts We agree with the Applicant that the site appears to have no unique characteristics with regard to environmental sensitivity, wildlife habitat, soil conditions or susceptibility to flooding. Serving Florida Local Governments Since 198S Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16- 003 -SSA Recommendation Based on the foregoing analysis, we find that the requested Commercial Future Land Use Designation for the subject property can be considered consistent with the City's Comprehensive Plan, with the following stipulations. 1. The Applicant submits the required letter from Okeechobee Utility Authority confirming the Authority's ability to provide potable water and waste water treatment services to the proposed development. 2. In accordance with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, it is recognized that existing traffic circulation network may be insufficient to accommodate the impacts of the development. Therefore, any future development may be subject to participation in the City's Proportionate Fair Share Transportation Impact Fee for roadway improvements. These improvements may include, but not be limited to; a traffic signal at NW 16th Street and US 441, if warranted; or, an extension of NE 3rd Avenue from NE 13th Street to NE 8th Street form a continuous roadway connecting to SR 70, thereby enhancing the City's grid system and alleviating southbound congestion at the SR70 /US 441 intersection. Alternatively, the scale of any future development may be required to be reduced to a level that will be consistent with the ability of the traffic circulation network to accommodate the impacts of the development. Submitted by: /1+ Wm. F. Brisson, AICP Sr. Planner September 7, 2016 Planning Board /LPA Public Hearing: September 15, 2016 City Council Public Hearing: October 4, 2016 Attachments: Future Land Use, Subject Site & Environs Zoning, Subject Site & Environs Existing Land Use, Subject Site & Environs Serving Florida Local Governments Since 1988 Staff Report Applicant's Name: 441 Palms, LLC Small Scale Comprehensive Plan Amendment Petition No. 16-003-SSA FUTURE LAND USE SUBJECT SITE AND ENVIRONS FT-TTT"1 •111111111 =HD City Limits Line ryysie :1;sitti COMPREHENSIVE PLAN LAN:: ISE , RESIDEs11M. €: s, • .0.4 Florida Local Governments Since 198$ Staff Report Small Scale Comprehensive Plan Amendment Applicant's Name: 441 Palms, LLC Petition No. 16-003-SSA ZONING SUBJECT SITE AND ENVIRONS ZONING ccs. CI- -i; - v • Cer : CP0 - CONN • P. zAC • puD- PuD-mixED SIDEPfrukt _° • , = • = EVnAl C*V Serving not t,i Local GOVertIttlenIS *Wit e 9 Staff Report Small Scale Comprehensive Plan Amendment Petition No. 16- 003 -SSA Applicant's Name: 441 Palms, LLC EXISTING LAND USE SUBJECT SITE AND ENVIRONS Cerclnq Florid.% Loral t;mernments Since 1988 10 Traffic Impact Analysis 1.0 Introduction The purpose of this report is to document the results of the Traffic Impact Analysis for the proposed change in land -use for the property referenced as 441 Palms located on the northeast corner of SR- 15/US -441 and NE 13 Street. The proposed project consists of changing the future land -use from 19 Single family homes to 71,200 square feet of Medical - Dental Office. Marlin Engineering, Inc. has completed this traffic impact analysis for submittal to the City of Okeechobee to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. The study's methodology is consistent with the requirements outlined in Section 5.05.01 of the Okeechobee County Code of Ordinances. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. A traffic study methodology was submitted to the City of Okeechobee staff on July 15, 2016 and was approved on July 26, 2016. 1.1.1 Project Description The project has an expected build -out year of 2017 and will be built in one (1) development phase with the following existing and proposed land -uses: Existing • 19 Single Family Homes (ITE Land Use Code 210) Proposed • 71,200 square feet of Medical- Dental Office (ITE Land Use Code 720) MAR IN 4 Page 1.1.2 Traffic Impact Study Area Traffic Impact Analysis The proposed study area is delineated by Taylor Creek to the east, NW 3 Avenue to the west, NW 16 Street to the north and SR- 70/NE -NW Park Street to the south. Consistent with Section 5.05.01 of the Okeechobee County Code of Ordinances, the traffic study will include the analysis of the segment of SR -15 /US -441 between SR- 70/NE -NW Park Street and NW 16 Street and the intersection of SR -15 /US -441 and SR- 70/NE -NW Park Street. The project location and proposed study area are presented in Figure 1. MARLIN 5 Page MARLIN Figure 1: Study Location Map Raulerson Hospital A 6 I Page Traffic Impact Analysis 2.0 Existing Conditions The following sections describe the physical characteristics of the pertinent roadways within the traffic impact area. • NE 13 Street: Two -lane local road, running in the east -west direction. NE 13 Street is a cul -de -sac. • SR -15/US -441: Four -lane divided urban principal arterial, running in the north -south direction immediately west of the proposed site. SR -15/US -441 is a State maintained facility and falls under the jurisdiction of the Florida Department of Transportation. • SR- 70/NE -NW Park Street: Four -lane divided urban principal arterial, running in the east -west direction approximately 4,800 south of the proposed site. SR- 70/NE -NW Park Street is a State maintained facility and falls under the jurisdiction of the Florida Department of Transportation. 2.1.1 Traffic Signal Timing Existing signal timing and phasing was obtained from the City of Okeechobee Public Works Department and is included in Appendix B. 2.1.2 Peak Season Adjustment Factors A seasonal factor obtained from the FDOT Florida Traffic Information Online was used to adjust the raw turning movement counts to peak season turning movement counts. The FDOT peak seasonal factors are included in Appendix A and the data collection date and corresponding peak season conversion factor is shown in Table 1. Table 1— Data Collection Summary Intersection Date Peak Season Factor SR -15/US -441 and SR- 70/NE -NW Park Street 7/19/2016 1.27 MARLIN 7IPage Traffic Impact Analysis 3.0 Data Collection Twenty -four (24) hour approach counts were conducted on Tuesday, July 19, 2016 at the intersection of SR -15 /US -441 and SR- 70/NE -NW Park Street. The traffic count data sheets are provided in Appendix A and summarized in Table 2. Table 2 — Summary of 24 -hour Approach Count Data pp ac Qan d 3 ' Park tree. Southbound 10345 Northbound 10200 Eastbound 9310 Westbound 12827 Based on the results of the approach counts, Turning Movement Counts (TMCs) were collected at the intersection for the morning and afternoon peak periods of a typical weekday. The raw traffic count data sheets are provided in Appendix A and summarized in Table 3. Table 3: Summary of Raw Peak Hour Traffic Volumes Southbound 262 434 79 775 426 462 95 983 Northbound 200 256 185 641 217 317 233 767 Eastbound 101 346 138 585 137 455 100 692 Westbound 309 387 144 840 307 438 162 907 The segment traffic volumes for the both morning and afternoon peak periods were calculated from the intersection turning movement counts (TMCs). The existing seasonally adjusted segment and intersection volumes are presented in Figure 2 and Figure 3. 8 Page MARLIN Traffic Impact Analysis Figure 2: Existing AM Peak Seasonally Adjusted Traffic Volumes NW 16 Street 984 1 SR -15 /US -441 10.2% 56.0% 33.8% 100 551 333 t 636 NE 13 Street to 183 17.1% 491 46.1% 392 36.8% 17.3% 128 59.1% 439 - 23.6% 175 MARLIN ''1 it is. 254 325 235 31.2% 39.9% 28.9% SR- 70 /NE -NW Park Street 91 Page Traffic Impact Analysis Figure 3: Existing PM Peak Seasonally Adjusted Traffic Volumes NW 16 Street 1248 782 SR -15 /US -441 9.7% 47.0% 43.3% 121 587 541 k4 NE 13 Street t. 206 17.9% +we 556 48.3% 390 33.8% 19.8% 174 65.8% 578 DE00 14.5% 127 MARLIN rfr 276 403 296 28.3% 41.3% 30.4% SR-70/N E-NW Park Street 101Pag,e Traffic Impact Analysis 4.0 Existing Conditions Capacity Analysis An analysis of existing traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Levels -of- Service was determined for the existing A.M. and P.M. peak conditions using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The level of service thresholds from the 2012 FDOT Quality /Level of Service Handbook are included in Appendix C and the results of the segment analysis are summarized in Table 4. The results of the Synchro analysis are provided in Appendix D and summarized in Table 5. Table 4: Existing Traffic Transportation Corridor Level of Service Analysis Roadway Facility Type LOS Standard LOS C Volume Threshold Two -Way Segment Traffic LOS AM Peak PM Peak AM Peak PM Peak SR -15 /US -441 4 -Lane Divided Principal Arterial C 1,310 1,620 2,030 D D Table 5: Existing Traffic Intersection Level of Service Analysis MARLIN 11Page Traffic Impact Analysis The analysis revealed that under existing conditions, both the study segment and the study intersection operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). 5.0 Future Background Traffic Future background traffic for this study was developed by applying a yearly growth rate to the seasonally adjusted traffic counts to estimate the background traffic for the year 2017, which is the project's anticipated build out year. The growth rate calculations were based on historical traffic counts obtained from FDOT Florida Traffic Online; growth rate data is included in Appendix E and summarized in Table 6. The following FDOT count stations were referenced for this analysis: • Station 91 -0002 (SR -15/US -441, North of NW 13 Street) • Station 91 -0103 (SR -15 /700 /US- 98/441, South of SR -70) • Station 91 -5012 (SR -70, East of SR -15 /700 /US- 98/441) • Station 91 -0019 (SR- 70/700/US -98, East of SR- 700/US -98) • Table 6: Growth Analysis Summary Station O -Year Historica l, Growth Rate Total Average Growth Rate 910002 0.22% 910019 0.28% 910103 -0.36% 915012 -2.40% -0.57% Considering the results of the trend analysis, no growth is anticipated within the traffic impact area before the opening of the project. The existing seasonally adjusted volumes will be utilized as background traffic and the capacity analyses (segment and intersection) for existing conditions will be utilized as that of future background conditions. 12IP age MARLIN Traffic Impact Analysis 5.1.1 Planned and Programmed Roadway Improvements The Florida Department of Transportation (FDOT) Five Year Work Program was reviewed to identify any programmed (funded and /or committed) capacity improvement projects within the traffic impact study area. There were no capacity improvement projects found within the study area over the next five years; the existing roadway geometry was used as the future roadway network in the future analysis. 6.0 Project Traffic 6.1.1 Trip Generation Project traffic was developed using trip generation rates from The Trip Generation Manual, 9th Edition, by the Institute of Transportation Engineers (ITE) based on the following existing and proposed land -uses: Existing • 19 Single Family Homes (ITE Land Use Code 210) Proposed • 71,200 square feet of Medical- Dental Office (ITE Land Use Code 720) Based on the proposed land -use type no reductions were taken for internal capture or pass -by capture. The net new trips were calculated by subtracting the trips from originally proposed land - use from the new proposed land use. The results of the trip generation are presented in Table 7. MARLIN 13IPage Traffic Impact Analysis Table 7: Trip Generation Summary PM Peak \ ~ k \ ® — # ~ - -- c -, w en 2 - 3 2 # a ƒ I � w Cl Q LN (T) = 0.88 LN (X) +0.62 Rate/Equation 3 \ \ e 3 3 AM Peak 0 3 ± C CA » ± 3 » T =3.42 (X)+3.38 247 221 / Cl CI » : q Rate/Equation T =0.70 (X) +12.12 I _ KSF CI) Q Q a Cl / a C Medical - Dental Office Building Net New Single Family Detached Housing Land -Use Traffic Impact Analysis 6.1.3 Trip Assignment Based upon the trip distribution described in the previous section, the total weekday morning and afternoon peak project trips were assigned to the roadway network. Figures 6 and Figure 7 show the trip distribution and assignment on the roadway network during both the morning and afternoon peak periods. MARLIN 18IPage Traffic Impact Analysis Figure 6 - Trip Assignment (A.M. Peak Hour) NE 13 Street im itt- sn /st -as LO SR- 70 /NE -NW Park Street V NW 16 Street N m Traffic Impact Analysis Figure 7 - Trip Assignment (P.M. Peak Hour) 0 N Z �11�1 J ttY. q Traffic Impact Analysis 7.0 Future Total Traffic Future total traffic for this study was developed by adding the anticipated traffic generated by the project to the existing traffic within the study area. The anticipated future total volumes are presented in Figure 8 and Figure 9. 211 'age MARLIN Traffic Impact Analysis Figure 8: Future Total AM Peak Traffic Volumes NW 16 Street SR-15/US-441 96.7% 3.3% 1032 35 I 1032 1 10.9% 55.1 % 33.9% 113 569 350 1.80 I Li• f 49 824 63 r, 761 124 86.0% 14.0% t 761 NE 13 Street 229 20.6% 491 44.2% 392 35.3% 20.7% 160 J 56.7% 439 - 22.6% 175 "'i MARLIN 4 r, 254 371 235 29.5% 43.2% 27.3% SR- 70 /NE -NW Park Street 22IPage Traffic Impact Analysis Figure 9: Future Total PM Peak Traffic Volumes NW 16 Street 98.4% 1.6% 1386 23 I D Ln U) 1386 1 11.5% 46.0% 42.5% 160 638 588 /0 f 137 925 A. 63 862 80 91.5% 8.5% t 862 NE 13 Street t 235 19.9% 556 47.1% r 390 33.0% 21.7% 195 64.2% 578 14.1% 127 MARLIN 4, t r 276 432 296 27.5% 43.1% 29.5% SR- 70 /NE -NW Park Street 23 j a Traffic Impact Analysis 8.0 Future Total Traffic Capacity Analysis An analysis of future total traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Level -of- Service was determined for the future total A.M. and P.M. peak conditions using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The level of service thresholds from the 2012 FDOT Quality /Level of Service Handbook are included in Appendix C and the results of the segment analysis are summarized in Table 8. The results of the Synchro analysis are provided in Appendix F and summarized in Table 9. Table 8: Future Traffic Transportation Corridor Level of Service Analysis Roadway Facility Type LOS Standard LOS C Volume Threshold Two -Way Segment Traffic LOS AM Peak PM Peak SR -15 /US -441 4 -Lane Divided Principal Arterial C 1,310 1,793 2,248 AM Peak PM Peak D D Table 9: Future Traffic Intersection Level of Service Analysis eak Period AM PM roac D 50 62.8 D 51.7 78.4 © 70.5 122.2 128.4© 63.2 93.6 MARLIN 241Page Traffic Impact Analysis The analysis revealed that under future total conditions, both the study segment and the study intersection operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). 9.0 Access The proposed access to the site was reviewed to identify any potential issues that might degrade operations along the roadways adjacent to the project site. Access is being proposed through NE 13 Street which is a two -lane local road that intersects SR -15 /US -441 and ends in a cul -de -sac. Traffic from the north (southbound traffic) will access the site through an existing southbound left - turn lane which is anticipated to only service project traffic accessing NE 13 Street. Traffic from the south (northbound traffic) will access the site through a shared through /right -turn lane along SR -15 /US -441. A review of the FDOT Plans Preparation Manual (PPM) was performed to determine if an exclusive northbound right -turn lane should be provided. The PPM recommends the provision of an exclusive right -turn lane when the right -turn volumes exceeds 300 vehicles per hour and the adjacent through volume also exceeds 300 vehicles per hour. The trip assignment shows a maximum northbound right -turn volume of 124 vehicles during the morning peak hour and 80 vehicles during the afternoon peak hour which are significantly below the threshold prescribed by the PPM. It should be noted that egress vehicles that want to go south will have to make a right -turn from NE 13 Street onto SR- 15/US -44 land make a U -Turn using the existing northbound left -turn lane at NW 16 Street. As part of the access analysis, the operation of the aforementioned northbound left -turn lane was reviewed to ensure that the storage provided is sufficient to accommodate the future traffic demand with the addition of project traffic; the existing storage provided is approximately 230 feet (excluding the taper). The analysis was completed by adding the anticipated morning and afternoon traffic from the project to the existing left -turn traffic; an average length of 25 feet per vehicle was used. To be conservative, the existing Turning movement counts were collected during the afternoon peak period which is the peak traffic period of the day. A summary of the anticipated northbound traffic volumes and the results of the queuing analysis are presented in Table 10 and Table 11 respectively and the existing northbound left -turn volumes are provided in Appendix A. 25IPage MARLIN Traffic Impact Analysis Table 10: Future Peak Northbound Left -Turn Volumes Peak Period Existing Peak NB Left -Turn (vph) Left -Turns from Project Traffic (vph) Total Future NB Left -Turn Volume (vph) AM PM 100 49 149 137 237 Table 11: Future Peak Northbound Left -Turn Queuing Analysis Peak Period Existing Storage (ft) Total Future NB Left -Turn Volume (vph) 95th Percentile Queue (veil) 1.1 3.8 AM PM 230 149 237 95th Percentile Queue (ft)* 27.5 95 *Based on an average vehicle length of 25 feet Based on the results of the queuing analysis, the northbound left -turn lane at the intersection of SR -15 /US -441 will be able to accommodate the future traffic demand with the addition of project traffic. No access improvements are recommended as part of this project. 10.0 Conclusions and Recommendations The purpose of this report is to document the results of the Traffic Impact Analysis for the proposed change in land -use for the property referenced as 441 Palms located on the northeast corner of SR- 15 /US -441 and NE 13 Street. The proposed project consists of changing the future land -use from 19 Single family homes to 71,200 square feet of Medical - Dental Office. An analysis of existing traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Levels -of- Service was determined for the existing A.M. and P.M. peak conditions MARLIN 26IPage Traffic Impact Analysis using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The analysis revealed that under existing conditions, both the study segment and the study intersection operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). Future total traffic for this study was developed by adding the anticipated traffic generated by the project to the existing traffic within the study area. An analysis of future total traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Level -of- Service was determined for the future total A.M. and P.M. peak conditions using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The analysis revealed that under future total conditions, both the study segment and the study intersection will continue to operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). The results of the analysis revealed that with the addition of project traffic, the peak hour volumes along the segment of SR -15 /US -441 increased by 173 vehicles /hour and 218 vehicles /hour during the morning and afternoon peak periods respectively and that the overall delay at the intersection of SR -15/US -441 and SR- 70/NE -NW Park Street increased by 3.9 seconds and 14 seconds during the morning and afternoon period respectively. The proposed access to the site was also reviewed as part of this study to identify any potential issues that might degrade operations along the roadways adjacent to the project site. No access issues were identified; therefore, no access improvements are recommended as part of this report. It should be noted that both the study segment and the study intersection are currently operating below the accepted Level -of- Service standards prescribed by the Florida Department of Transportation and the Okeechobee County Comprehensive Plan. 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(2.2) , n Prepared by: MARLIN ENGINEERING, INC. 1700 NW 66th Avenue Suite 106 Plantation, Florida 33313 P: 305.477.7575 www.marlinengineering.com Traffic Impact Analysis 441 Palms City of Okeechobee JULY 2016 MARLIN PROFESSIONAL ENGINEER CERTIFICATE I hereby certify that I am a registered professional engineer in the State of Florida practicing with Marlin Engineering, a corporation authorized to operate as an engineering business, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluation, findings, opinions, conclusions, or technical advice hereby for: PROJECT: 441 Palms Traffic Impact Analysis LOCATION: Okeechobee, Florida CLIENT: 441 Palms, LLC I acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of transportation engineering as applied through professional judgment and experience. NAME: P.E. NO.: DATE: Jankristof Devastey. PE. PTOE. PTP 78230 SIGNATURE: July 2016 Traffic Impact Analysis Table of Contents 1.0 Introduction 4 1.1.1 Project Description 4 1.1.2 Traffic Impact Study Area 5 2.0 Existing Conditions 7 2.1.1 Traffic Signal Timing 7 2.1.2 Peak Season Adjustment Factors 7 3.0 Data Collection 8 4.0 Existing Conditions Capacity Analysis 11 5.0 Future Background Traffic 12 5.1.1 Planned and Programmed Roadway Improvements 13 6.0 Project Traffic 13 6.1.1 Trip Generation 13 6.1.2 Trip Distribution 15 6.1.3 Trip Assignment 18 7.0 Future Total Traffic 21 8.0 Future Total Traffic Capacity Analysis 24 9.0 Access 25 10.0 Conclusions and Recommendations 26 MARLIN Traffic Impact Analysis List of Tables Table I — Data Collection Summary 7 Table 2 — Summary of 24 -hour Approach Count Data 8 Table 3: Summary of Raw Peak Hour Traffic Volumes 8 Table 4: Existing Traffic Transportation Corridor Level of Service Analysis I I Table 5: Existing Traffic Intersection Level of Service Analysis 1 1 Table 6: Growth Analysis Summary 12 Table 7: Trip Generation Summary 14 Table 8: Future Traffic Transportation Corridor Level of Service Analysis 24 Table 9: Future Traffic Intersection Level of Service Analysis 24 Table 10: Future Peak Northbound Left -Turn Volumes 26 Table 11: Future Peak Northbound Left -Turn Queuing Analysis 26 List of Figures Figure 1 — Project Location Map 6 Figure 2: Existing AM Peak Seasonally Adjusted Traffic Volumes 9 Figure 3: Existing PM Peak Seasonally Adjusted Traffic Volumes I0 Figure 4: Morning Peak Traffic Distribution 16 Figure 5: Afternoon Peak Traffic Distribution 17 Figure 6 - Trip Assignment (A.M. Peak Hour) 19 Figure 7 - Trip Assignment (P.M. Peak Hour) 20 Figure 8: Future Total AM Peak Traffic Volumes 22 Figure 9: Future Total PM Peak Traffic Volumes 23 VIARLIN Traffic Impact Analysis List of Appendices Appendix A — Data Collection Appendix B — Signal Timing Appendix C — FDOT Generalized Service Table Appendix D — Existing Conditions Synchro Output Sheets Appendix E — Growth Rate Analysis /Historical Traffic Data Appendix F — Future Total Conditions Synchro Output Sheets MARLIN Traffic Impact Analysis 1.0 introduction The purpose of this report is to document the results of the Traffic Impact Analysis for the proposed change in land -use for the property referenced as 441 Palms located on the northeast corner of SR- 15 /US -441 and NE 13 Street. The proposed project consists of changing the future land -use from 19 Single family homes to 71 ,200 square feet of Medical - Dental Office. Marlin Engineering, Inc. has completed this traffic impact analysis for submittal to the City of Okeechobee to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. The study's methodology is consistent with the requirements outlined in Section 5.05.01 of the Okeechobee County Code of Ordinances. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. A traffic study methodology was submitted to the City of Okeechobee staff on July 15, 2016 and was approved on July 26, 2016. 1.1.1 Project Description The project has an expected build -out year of 2017 and will be built in one (1) development phase with the following existing and proposed land -uses: Existing • 19 Single Family Homes (ITE Land Use Code 210) Proposed • 71,200 square feet of Medical- Dental Office (ITE Land Use Code 720) 4�± MARLIN Traffic Impact Analysis 1.1.2 Traffic Impact Study Area The proposed study area is delineated by Taylor Creek to the east, NW 3 Avenue to the west, NW 16 Street to the north and SR- 70/NE -NW Park Street to the south. Consistent with Section 5.05.01 of the Okeechobee County Code of Ordinances, the traffic study will include the analysis of the segment of SR -15 /US -441 between SR- 70/NE -NW Park Street and NW 16 Street and the intersection of SR -15 /US -441 and SR- 70/NE -NW Park Street. The project location and proposed study area are presented in Figure 1. MARLIN MARLIN Figure 1: Study Location Map NW Raulerson Hospital A r44,) I I L—J 6 I Page Traffic Impact Analysis 2.0 Existing Conditions The following sections describe the physical characteristics of the pertinent roadways within the traffic impact area. • NE 13 Street: Two -lane local road, running in the east -west direction. NE 13 Street is a cul -de -sac. • SR -15/US -441: Four -lane divided urban principal arterial, running in the north -south direction immediately west of the proposed site. SR -15 /US -441 is a State maintained facility and falls under the jurisdiction of the Florida Department of Transportation. • SR- 70/NE -NW Park Street: Four -lane divided urban principal arterial, running in the east -west direction approximately 4,800 south of the proposed site. SR- 70/NE -NW Park Street is a State maintained facility and falls under the jurisdiction of the Florida Department of Transportation. 2.1.1 Traffic Signal Timing Existing signal timing and phasing was obtained from the City of Okeechobee Public Works Department and is included in Appendix B. 2.1.2 Peak Season Adjustment Factors A seasonal factor obtained from the FDOT Florida Traffic Information Online was used to adjust the raw turning movement counts to peak season turning movement counts. The FDOT peak seasonal factors are included in Appendix A and the data collection date and corresponding peak season conversion factor is shown in Table 1. Table 1 — Data Collection Summary Intersection Date Peak Season Factor SR -15/US -441 and SR- 70/NE -NW Park Street 7/19/2016 1.27 7IPage MARLIN Traffic Impact Analysis 3.0 Data Collection Twenty -four (24) hour approach counts were conducted on Tuesday, July 19, 2016 at the intersection of SR -15 /US -441 and SR- 70/NE -NW Park Street. The traffic count data sheets are provided in Appendix A and summarized in Table 2. Table 2 — Summary of 24 -hour Approach Count Data Approach SR 15/US 441 and NE/NW Park Street Southbound 10345 Northbound 10200 Eastbound 9310 Westbound 12827 Based on the results of the approach counts, Turning Movement Counts (TMCs) were collected at the intersection for the morning and afternoon peak periods of a typical weekday. The raw traffic count data sheets are provided in Appendix A and summarized in Table 3. Table 3: Summary of Raw Peak Hour Traffic Volumes The segment traffic volumes for the both morning and afternoon peak periods were calculated from the intersection turning movement counts (TMCs). The existing seasonally adjusted segment and intersection volumes are presented in Figure 2 and Figure 3. 8 MARLIN SR 15/US 441 and NE/NW Park Street AM Peak Hour PM Peak Hour Approach 0.1:00! AM to 12:00 PM) (4:45 PM to 5:45 PM) Left Thru Total Left Thru Right Total Right Vehs. Vehs. Southbound 262 434 79 775 426 462 95 983 Northbound 200 256 185 641 217 317 233 767 Eastbound 101 346 138 585 137 455 100 692 Westbound 309 387 144 840 307 438 162 907 The segment traffic volumes for the both morning and afternoon peak periods were calculated from the intersection turning movement counts (TMCs). The existing seasonally adjusted segment and intersection volumes are presented in Figure 2 and Figure 3. 8 MARLIN Traffic Impact Analysis Figure 2: Existing AM Peak Seasonally Adjusted Traffic Volumes NW 16 Street 984 1 SR -15 /US -441 10.2% 56.0% 33.8% 100 551 333 40/ '4 t 636 NE 13 Street 183 17.1% 491 46.1% 392 36.8% 17.3% 128 .� 59.1% 439 23.6% 175 MARLIN 254 31.2% I 325 235 39.9% rto 28.9% SR- 70 /NE -NW Park Street 9I ) Traffic Impact Analysis Figure 3: Existing PM Peak Seasonally Adjusted Traffic Volumes NW 16 Street 1248 1 9.7% 47.0% 43.3% 121 587 541 «, r 782 NE 13 Street tio 206 17.9% 556 48.3% 390 33.8% 19.8% 174 .� 65.8% 578 14.5% 127 MARLIN 276 403 296 28.3% 41.3% 30.4% SR- 70 /NE -NW Park Street Traffic Impact Analysis 4.0 Existing Conditions Capacity Analysis An analysis of existing traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Levels -of- Service was determined for the existing A.M. and P.M. peak conditions using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The level of service thresholds from the 2012 FDOT Quality /Level of Service Handbook are included in Appendix C and the results of the segment analysis are summarized in Table 4. The results of the Synchro analysis are provided in Appendix D and summarized in Table 5. Table 4: Existing Traffic Transportation Corridor Level of Service Analysis Roadway Facility Type LOS Standard LOS C Volume Threshold Two -Way Segment Traffic LOS AM Peak PM Peak AM Peak PM Peak SR -15 /US -441 4 -Lane Divided Principal Arterial C 1,310 1,620 2,030 D D Table 5: Existing Traffic Intersection Level of Service Analysis Peak Period Approach EB WB NB SB Overall AM D 54.7 D 49 E 69.5 E 65.5 E 59.3 PM E 61.9 D 50.7 F 110.4 F 94.5 E 79.6 MARLIN Traffic Impact Analysis The analysis revealed that under existing conditions, both the study segment and the study intersection operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). 5.0 Future Background Traffic Future background traffic for this study was developed by applying a yearly growth rate to the seasonally adjusted traffic counts to estimate the background traffic for the year 2017, which is the project's anticipated build out year. The growth rate calculations were based on historical traffic counts obtained from FDOT Florida Traffic Online; growth rate data is included in Appendix E and summarized in Table 6. The following FDOT count stations were referenced for this analysis: • Station 91 -0002 (SR -15 /US -441, North of NW 13 Street) • Station 91 -0103 (SR -15 /700 /US- 98/441, South of SR -70) • Station 91 -5012 (SR -70, East of SR -15 /700 /US- 98/441) • Station 91 -0019 (SR- 70/700/US -98, East of SR- 700/US -98) • Table 6: Growth Analysis Summary Considering the results of the trend analysis, no growth is anticipated within the traffic impact area before the opening of the project. The existing seasonally adjusted volumes will be utilized as background traffic and the capacity analyses (segment and intersection) for existing conditions will be utilized as that of future background conditions. 121' MARLIN 10 -Year Total Station Historical Growth Average Growth Rate Rate 910002 0.22% 910019 0.28% 910103 - 0.36% -0.57% 915012 - 2.40% Considering the results of the trend analysis, no growth is anticipated within the traffic impact area before the opening of the project. The existing seasonally adjusted volumes will be utilized as background traffic and the capacity analyses (segment and intersection) for existing conditions will be utilized as that of future background conditions. 121' MARLIN Traffic Impact Analysis 5.1.1 Planned and Programmed Roadway Improvements The Florida Department of Transportation (FDOT) Five Year Work Program was reviewed to identify any programmed (funded and /or committed) capacity improvement projects within the traffic impact study area. There were no capacity improvement projects found within the study area over the next five years; the existing roadway geometry was used as the future roadway network in the future analysis. 6.0 Project Traffic 6.1.1 Trip Generation Project traffic was developed using trip generation rates from The Trip Generation Manual, 9th Edition, by the Institute of Transportation Engineers (ITE) based on the following existing and proposed land -uses: ExistinE • 19 Single Family Homes (ITE Land Use Code 210) Proposed • 71,200 square feet of Medical-Dental Office (ITE Land Use Code 720) Based on the proposed land -use type no reductions were taken for internal capture or pass -by capture. The net new trips were calculated by subtracting the trips from originally proposed land - use from the new proposed land use. The results of the trip generation are presented in Table 7. MARLIN 131 hzi Traffic Impact Ana Table 7: Trip Generation Summary PM Peak / • J w ® CT -- d ® 3 ± w cv c) m CT M 2 \ ƒ ® / ƒ [ Rate/Equation LN (T) = 0.88 LN (X) +0.62 � 4 - AM Peak C 3 % _� ei e w 2 T =3.42 (X)+3.38 247 Percent Distribution qw CD = [ Rate/Equation T =0.70 (X) +12.12 % � CA Q a e Medical - Dental Office Ruildina Single Family Detached Housinu Land -Use 0 0 Traffic Impact Analysis 6.1.2 Trip Distribution The likely distribution of project traffic was forecast for trips expected to be generated by the project. The trip distribution for the morning and afternoon peak period is based on the respective entering and exiting percentages from the Trip Generation and volume ratios from FDOT Count Stations surrounding the project site; the anticipated trip distribution for the morning and afternoon peak periods is represented in Figure 4 and Figure 5 respectively. 15 VIARLIN Traffic Impact Analysis Figure 4: Morning Peak Traffic Distribution of Total Traffic N N NE 13 Street 00 l0 N C o J tvv- sn /si -as 0 O oo N SR- 70 /NE -NW Park Street NW 16 Street c 06 N O co N N O O O ^O O N O 0 ti O O 0 O Ln O O O 0 0 O O 0 N Traffic Impact Analysis Figure 5: Afternoon Peak Traffic Distribution of Total Traffic N N NE 13 Street 0 0 C N tvc- sn /st -as co N SR- 70 /NE -NW Park Street NW 16 Street N N 0, O N N N O O Ln N 8 8 Ln N en ti an an ti N ti O ti h O Total Area Traffic o C� 00 N cr N APPENDIX A DATA COLLECTION Traffic Impact Analysis 6.1.3 Trip Assignment Based upon the trip distribution described in the previous section, the total weekday morning and afternoon peak project trips were assigned to the roadway network. Figures 6 and Figure 7 show the trip distribution and assignment on the roadway network during both the morning and afternoon peak periods. MARLIN 18 Page Traffic Impact Analysis Figure 6 - Trip Assignment (A.M. Peak Hour) z J Traffic Impact Analysis Figure 7 - Trip Assignment (P.M. Peak Hour) NE 13 Street tyro- sn /st -as N SR- 70 /NE -NW Park Street <-7 O m NW 16 Street CON IMO walt m� N Traffic Impact Analysis 7.0 Future Total Traffic Future total traffic for this study was developed by adding the anticipated traffic generated by the project to the existing traffic within the study area. The anticipated future total volumes are presented in Figure 8 and Figure 9. 21 '' MARLIN Traffic Impact Analysis Figure 8: Future Total AM Peak Traffic Volumes NW 16 Street SR -15 /US -441 96.7% 3.3% 1032 35 1032 1 10.9% 55./% 33.9% 113 569 350 f t 49 824 tom 63 I 761 124 86.0% 14.0% t 761 NE 13 Street 229 20.6% • 491 44.2% ,m 392 35.3% 20.7% 160 J 56.7% 439 22.6% 175 mat MARLIN 254 371 235 29.5% 43.2% 27.3% SR- 70 /NE -NW Park Street 22 I I' Traffic Impact Analysis Figure 9: Future Total PM Peak Traffic Volumes NW 16 Street 98.4% 1.6% 1386 23 1386 1 aL 11.5% 46.0% 42.5% 160 638 588 1. 4 f t 137 925 63 862 80 91.5% 8.5% t 862 NE 13 Street Ing 235 19.9% 556 47.1% 390 33.0% 21.7% 195 .it 64.2% 578 Entlfr 14.1% 127 rat MARLIN t r 276 432 296 27.5% 43.1% 29.5% SR- 70 /NE -NW Park Street 231'; Traffic Impact Analysis 8.0 Future Total Traffic Capacity Analysis An analysis of future total traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Level -of- Service was determined for the future total A.M. and P.M. peak conditions using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The level of service thresholds from the 2012 FDOT Quality /Level of Service Handbook are included in Appendix C and the results of the segment analysis are summarized in Table 8. The results of the Synchro analysis are provided in Appendix F and summarized in Table 9. Table 8: Future Traffic Transportation Corridor Level of Service Analysis Roadway Facility Type LOS Standard LOS C Volume Threshold Two -Way Segment Traffic LOS AM Peak PM Peak AM Peak PM Peak SR -15 /US -441 4 -Lane Divided Principal Arterial C 1,310 1,793 2,248 D D Table 9: Future Traffic Intersection Level of Service Analysis Peak Period Approach EB WB NB SB Overall AM E 55.6 D 50 E 78.4 E 70.5 E 63.2 PM E 62.8 D 51.7 F 122.2 F 128.4 F 93.6 MARLIN 24� "< Traffic Impact Analysis The analysis revealed that under future total conditions, both the study segment and the study intersection operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). 9.0 Access The proposed access to the site was reviewed to identify any potential issues that might degrade operations along the roadways adjacent to the project site. Access is being proposed through NE 13 Street which is a two -lane local road that intersects SR -15 /US -441 and ends in a cul -de -sac. Traffic from the north (southbound traffic) will access the site through an existing southbound left - turn lane which is anticipated to only service project traffic accessing NE 13 Street. Traffic from the south (northbound traffic) will access the site through a shared through /right -turn lane along SR -15 /US -441. A review of the FDOT Plans Preparation Manual (PPM) was performed to determine if an exclusive northbound right -turn lane should be provided. The PPM recommends the provision of an exclusive right -turn lane when the right -turn volumes exceeds 300 vehicles per hour and the adjacent through volume also exceeds 300 vehicles per hour. The trip assignment shows a maximum northbound right -turn volume of 124 vehicles during the morning peak hour and 80 vehicles during the afternoon peak hour which are significantly below the threshold prescribed by the PPM. It should be noted that egress vehicles that want to go south will have to make a right -turn from NE 13 Street onto SR -15 /US -441 and make a U -Turn using the existing northbound left -turn lane at NW 16 Street. As part of the access analysis, the operation of the aforementioned northbound left -turn lane was reviewed to ensure that the storage provided is sufficient to accommodate the future traffic demand with the addition of project traffic; the existing storage provided is approximately 230 feet (excluding the taper). The analysis was completed by adding the anticipated morning and afternoon traffic from the project to the existing left-turn traffic; an average length of 25 feet per vehicle was used. To be conservative, the existing Turning movement counts were collected during the afternoon peak period which is the peak traffic period of the day. A summary of the anticipated northbound traffic volumes and the results of the queuing analysis are presented in Table 10 and Table 11 respectively and the existing northbound left -turn volumes are provided in Appendix A. 25 1'<. MARLIN Traffic Impact Analysis Table 10: Future Peak Northbound Left -Turn Volumes Peak Period Existing Peak NB Left -Turn (vph) Left -Turns from Project Traffic (vph) Total Future NB Left -Turn Volume (vph) AM 100 49 149 PM 137 237 Table 11: Future Peak Northbound Left -Turn Queuing Analysis Peak Period Existing Storage (ft) Total Future NB Left -Turn Volume (vph) 95th Percentile Queue (veh) 95th Percentile Queue (ft)* AM 230 149 1.1 27.5 PM 237 3.8 95 *Based on an average vehicle length of 25 feet Based on the results of the queuing analysis, the northbound left -turn lane at the intersection of SR -15 /US -441 will be able to accommodate the future traffic demand with the addition of project traffic. No access improvements are recommended as part of this project. 10.0 Conclusions and Recommendations The purpose of this report is to document the results of the Traffic Impact Analysis for the proposed change in land -use for the property referenced as 441 Palms located on the northeast corner of SR- 15 /US -441 and NE 13 Street. The proposed project consists of changing the future land -use from 19 Single family homes to 71,200 square feet of Medical- Dental Office. An analysis of existing traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Levels -of- Service was determined for the existing A.M. and P.M. peak conditions MARLIN 26 Ii Traffic Impact Analysis using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The analysis revealed that under existing conditions, both the study segment and the study intersection operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). Future total traffic for this study was developed by adding the anticipated traffic generated by the project to the existing traffic within the study area. An analysis of future total traffic conditions was performed for the A.M. and P.M. peak hour along the study segment and at the study intersection. The Florida Department of Transportation (FDOT) Generalized Level of Service (LOS) Tables were used to identify the vehicular capacity on the roadway segment based on thresholds for Peak Hour Two -Way traffic volumes in Urban Areas. The intersection Level -of- Service was determined for the future total A.M. and P.M. peak conditions using Synchro (Version 9.0) based on the procedures of the Highway Capacity Manual (2010). The analysis revealed that under future total conditions, both the study segment and the study intersection will continue to operate below the accepted Level -of- Service standard established in the Okeechobee County Comprehensive Plan (LOS C). The results of the analysis revealed that with the addition of project traffic, the peak hour volumes along the segment of SR -15 /US -441 increased by 173 vehicles /hour and 218 vehicles /hour during the morning and afternoon peak periods respectively and that the overall delay at the intersection of SR -15 /US -441 and SR- 70/NE -NW Park Street increased by 3.9 seconds and 14 seconds during the morning and afternoon period respectively. The proposed access to the site was also reviewed as part of this study to identify any potential issues that might degrade operations along the roadways adjacent to the project site. No access issues were identified; therefore, no access improvements are recommended as part of this report. It should be noted that both the study segment and the study intersection are currently operating below the accepted Level -of- Service standards prescribed by the Florida Department of Transportation and the Okeechobee County Comprehensive Plan. It is recommended that discussions be initiated with the City of Okeechobee staff to explore opportunities for encouraging multimodal travel and transit use to reduce the existing and future operational deficiencies identified within the study area. 27Ii'_ MARLIN 1700 NW 66th Ave Suite 106 Plantation, Fl 33313 Start 19- Jul -16 Time Tue SB WB NB EB 12:00 AM 17 28 26 20 12:15 14 24 12 16 12:30 7 20 17 15 12:45 13 27 10 11 01:00 9 23 12 10 01:15 17 12 13 12 01:30 11 10 2 9 01:45 7 9 16 6 02:00 6 14 9 5 02:15 13 19 6 4 02:30 6 12 4 7 02:45 10 9 6 7 03:00 9 14 7 7 03:15 8 18 3 19 03:30 12 21 6 13 03:45 9 8 4 13 04:00 6 24 2 10 04:15 16 27 8 13 04:30 22 32 10 35 04:45 28 28 16 28 05:00 17 38 20 46 05:15 26 45 33 55 05:30 47 58 36 74 05:45 51 76 50 83 06:00 64 76 57 107 06:15 73 101 64 99 06:30 73 130 92 115 06:45 114 145 92 109 07:00 115 147 82 108 07:15 107 177 108 118 07:30 138 204 114 154 07:45 115 243 149 171 08:00 120 212 124 133 08:15 117 222 130 138 08:30 111 168 128 143 08:45 169 228 154 143 09:00 156 179 112 130 09:15 170 197 101 135 09:30 152 206 135 139 09:45 151 199 183 140 10:00 167 184 167 136 10:15 166 188 169 146 10:30 156 194 170 131 10:45 197 182 192 138 11:00 193 201 138 151 11:15 179 204 160 135 11:30 191 223 179 141 11:45 212 212 164 158 Page 1 SR -15 /US -441 and SR- 70 /NE -NW Park St 24 Hours Approach Date Start: 19- Jul -16 Date End: 19- Jul -16 Total 91 66 59 61 54 54 32 38 34 42 29 32 37 48 52 34 42 64 99 100 121 159 215 260 304 337 410 460 452 510 610 678 589 607 550 694 577 603 632 673 654 669 651 709 683 678 734 746 Total 3787 5018 3492 3736 16033 Percent 23.6% 31.3% 21.8% 23.3% Peak - 11:00 07:30 10:00 07:30 - - - 11:00 Vol. - 775 881 698 596 - - 2841 P.H.F. 0.914 0.906 0.909 0.871 0.952 1700 NW 66th Ave Suite 106 Plantation, Fl 33313 Start 19- Jul -16 Time Tue SB WB NB EB 12:00 PM 248 233 195 152 12:15 212 233 203 179 12:30 188 209 221 186 12:45 179 231 204 179 01:00 183 234 186 166 01:15 180 225 174 160 01:30 168 207 208 160 01:45 186 211 188 166 02:00 185 205 201 146 02:15 171 174 202 156 02:30 188 195 170 171 02:45 175 229 174 146 03:00 167 195 192 154 03:15 148 197 188 143 03:30 193 201 176 155 03:45 180 206 211 157 04:00 216 233 194 169 04:15 207 227 166 176 04:30 202 225 164 176 04:45 216 233 188 168 05:00 292 225 182 177 05:15 270 234 186 177 05:30 205 215 211 170 05:45 175 245 168 155 06:00 158 216 173 136 06:15 127 217 157 142 06:30 112 178 163 118 06:45 148 180 140 105 07:00 130 185 140 85 07:15 95 147 122 107 07:30 122 121 125 76 07:45 88 131 134 84 08:00 110 102 107 80 08:15 94 138 105 77 08:30 88 126 107 87 08:45 84 124 117 65 09:00 82 98 110 69 09:15 71 88 72 55 09:30 50 86 55 54 09:45 56 80 51 42 10:00 41 65 52 45 10:15 39 75 48 54 10:30 38 50 41 37 10:45 29 46 29 30 11:00 12 36 36 25 11:15 16 36 30 21 11:30 22 37 21 20 11:45 12 25 21 16 Total 6558 7809 6708 5574 Percent 24.6% 29.3% 25.2% 20.9% Page 2 SR -15 /US -441 and SR- 70 /NE -NW Park St 24 Hours Approach Date Start: 19- Jul -16 Date End: 19- Jul -16 Total 828 827 804 793 769 739 743 751 737 703 724 724 708 676 725 754 812 776 767 805 876 867 801 743 683 643 571 573 540 471 444 437 399 414 408 390 359 286 245 229 203 216 166 134 109 103 100 74 26649 Peak - 16:45 17:00 12:00 12:15 - - 16:45 Vol. - 983 919 823 710 - - - 3349 P.H.F. 0.842 0.938 0.931 0.954 0.956_ Grand 10345 12827 10200 9310 42682 Total Percent 24.2% 30.1% 23.9% 21.8% ADT ADT 42,682 AADT 42,682 : TMC SR -15 US -441 and SR -70 NE NW Park St PEAK AM -PM a) 0 t ca 0 z a) rn 0 70) Lt) 0) O(00 0 0 O O O r C a N o CL O C__.. Z 0 a) Z J ZW 0 L 2 H Co C 0 H 0 U 7 a▪ ) 7 -p C ' 0 �0 a)11 L 0 ✓ o �Z CO H TN 7 7 "O Cn ✓ 0 , O CC Co m F-: Q N a) a) a) J 7 H co co r 0 Co ▪ 4 co co 0 0 0 0 N CO O 7 r CO CO ON C)7'7 CO CO Orr co N N (n r 0! 10 O OC)7101O O r r r O 0 0 0 0 01 0) O) r 0 0) N N N CO 0 0 O O r N N N N O O00)C)N 7 Cr) 0 CO CO NOrOr 000)O7 C) CO N r r O co co co N O 0 r 0 N CO 7 CO N CO r 10 CO OCr COO 7 r(O07 N(O07O 0 NNOC) 00O00NN O N CO CO CO CO N N- O r r O O N r IN- 7- V- O 0 0 0 0 0 0 0 0 NrOO r0)rO N CO 7 O) CO N CO N 0 7 N r 0 r C) co 0 0 0 O 0) N 0) r N O CO (D ▪ N O) 0 7 0) CO 7 CO r r CO r r r CO CO 7 O) N N CO N r N N0)ONO O0 O)7 CD CD O)0) CO CO N CO O 0 7 CO CO N N r 0 7 OOO r � ) a) - ( 0 O r r r 0 r r (V r O N O 0 N O O O O 0 O O O 0 00) 0 7 7 co in N N 700 N r o0O N0N0) 7 O 7 r 0 r 7 OI 0 O 7 0 0 0 0 N O C▪ O C) (3) 7 0 7 N 0 O0) 0 ▪ TN (3)r Or O CO CO r 700 O CO C)7 07 CO OC)C) 7 0 0 N r N N N N 0) 000 7 7 7 0 CO CO ir) CO N 0)) • O) 0 V O O C) N N O ) 0 0 0 N CO 0 V O C) 0 0 O 0) 00 • C) r 0 r 0 0 0 0 CO CO NO)C) O) d1 0 • N O O co r r 0) Or r0) 000 40)740 0 CO CO 7 r 0 0 r 0 0 r 0 0 N NOOO)'.O 0) 7 7 0 CO 7' r 7 N O r r N O CO O O 0 N N O 0 N O 0 00 000N- N r O CO O 7 NN 00 CO 0 N N N O 000010 Or 0 rlN CO O r CO CO 0) 0 07 (O r r N CO CO (O N O 7 r O N N 0 N in (3) O CO 7 00 CO CO CO COO) ON O 0 O r CO TN TN 7 Or 0) N co O co • O 7 O O co co O O 7 O O N CO r 7 N N N N 7 0 CO O N N LO O 0) O O) O 7 ✓ N • co N C) r O O 0) 0) CO 0 N N r 0 0 0 0 0 0) Orr C)7'OO 7 O) N (O, 0 VIII O NCON7 C) CO 7 61 O O r 7 0) 0) O r- 0) N N N O) N N 0) O 7 co CO N 0000 000010 r r CO r 0 0 0) O70(3) O r r CO N CO N ✓ O r CO (1) 0 C 0 r 7 CO r CO r 0) 0 co 7 7 7 Co co co col O N 0 O N 0(0 00) 0 0 7 O 00 0) N O 0) 0)r0) r O r r r (1.1 7 0 0 0 0 0 ✓ CO VD C) 0 CO O co co N 0) N NN 0 0 0 0 0 N N r N 0 7 7 0 O r 0 CO 0 0 m O r r CO 0 N CO r N 0 N 7 CO 7 O 000)CT) O 0 (V r r r r 2E 2E 2E 2E 11T) • Q Q Q 0 0 O 0 H TN TN T- T TN TN TN O r C) 7 N70'- C') 7 co r N (D O 0 0 r N N N N CO 00)07 CO CO N- CO O r TN Or Or TN CO 0) O7 7 CO 7 7 N O O O 0) r Or N N N 0 0 0 0 0 0 0 0 C)OUO OOrO CO LO NNOO N0)7 O O O 0 0 N r r O O N 0 0) N 7 N 0) CO CO 0 0 (O CO 7 7 r CO 0 O O O 0 O (O O 0) 0 CO CO N CO (3) 0 0 O r CO CO CO O 0 7 r r CO r O) O co co O N co - a) 6 6 co "1- r 7 r 0) 0 O N7 CO 0 LO 10 O) r 0 0 op 0) C) r 7 7 0 CO CO 0 0 N Or 7 10 O N N N O) O 222 ca 2 as 2 To aaa_ o 0 0_Q 0 o a. o O O O H O O O O H o H rC)7 OrC7 O 6 67i Cri Cr) O O O 0 0 0 0 O CO CO CO CO O CD N N O 0 N N O 0 0 00 Na) 0 O 0) O 7 CO d1 r 61 6 co N O 01 7 r 0 O 0 0 7 r N 7 N O () 7 O C) r r N 0 0) 0 0 0 O r N r N CO � 0 0 H 0 0 N N O CO N O CD 0 • N C) r Q) U U _C C0) a 0_ Q 0 0 0 _O a)rO 7 CO (n CO CO Q � c C CO co Z d : TMC SR -15 US -441 and SR -70 NE NW Park St RCO LC) 0 o C m O O) O O F r O 0, _ Q U) U) 0 0 0 0 a co WI a d a Z oa✓' —o Q J r (v) W N Z 0 N- i(3)rCO L 2 cc I- E ai 70 C S cB Q 0 Z 2 a 7 0 �� CO (0 O O C Z N mT o a) N m C �, e z LL (I)U)a U) 0 Ca)TC')� H O N O (n 000')C) a O a r i F- U) a) 7 OJ H O O 0 V CO! L CO —, 0 0 ai N (y7'., -o C 0 0 a) N 0) I Q o J N N' i V CO 0 0 L N N: r L�N N'iOO O Ch ,C a) o D , 0 o C Q1 a a) a O 0! 0 O a) NmoO • 7 _c CC CO N 0 N f' m o0'', O O NI and SR -70 a) w (1) CO 00"a O Z Z O 4) :) 03 C) o LT_ U)U)a_ 6) co M (n co CC) Q LL - C O za O OOOVjaJ0( SR - 70 /NE - NW Park St 1 Out In Total 1 3339 3166 1 65051 1 4'', 7 1 111 2361 235 1 471 0 3 . 3 3579! 3411 69901 541 1467 1158 0 0 7 0 0'! 82 124 29 01 0 0 0 31 623 1598 1187 3J Right Thru Left Peds 4 ' I - '- 4 < o v N O V * N n C r N c1) I co O Co — O O N Co Co )C) 2 n_ O Co Co r 0 N 3 N O N O O O O N N L Q N N M m, O O N r r 4, 4 1101 n)41 146Pd sPad IZS4 1£291 984 0 10 I0 0 0 '41 6E1. Ll 0 0 I1 0 0 8£4 !£6£I. 694 0 981.9 ' 1LtrZ , lt4lLZ I O 0 0 19l£ ! OLI 94l 8 l L 1984 1 00£Z 199Z lelol ul h0 IS )hed MN - 3N /0L - 21S a) a- 000 C)M T L O N O M L -- Q) O O olr N V a Co _ V (1) o O To I ci3 O a. NMOM 1 C CO At i co 2 O Co a O V N J O V C a M O 0 0 N o N ]¢ r- N -.. M M a) 0 z uJ z and SR -70 N Q Co ooZ Z U t m a)a) cor o L.LU)C/)0 Ca 0 H C 0 rtt H 0 cn CS C) d Z O J W cn ZW r ` CC H L O r - 0 C)�7 CO W C0) •,:tN- CO H CO V CO CO N r 71- LO CO 0) N n CO l!) CO O C) V U) CO N LO 0) O O O 0 OO' O O to Ln O H r C) r N NNN O ^H CO V 0) O r)O T -0 O(00) od —cr; T 0 H 0 0 0 a C u) o D _o N .0 CC Z C i H -C I a U) L CC H m 0 a a N ¢ O d , <0000 o 2 o - -O Q r C Ln D Q C) N CO N- 0 0 Ln J co r 7 I —O O CO r CO t N CD OOH 7 In MOT O V 0) 0 O 00000co 0 O Ln V O O N O'. 7 O N In O NI N !;) 0)I 0)r Ln o0) LO CO(0 I Ln6 N CO V O 0 CO CO V 00 0 •1 r O ch C) N O O N N N N N O Or O N N O O � co co o h co O) co I-- 0) o O f� 0) r O O ,c3 CO C)(,.)r- r CO O O v w CO CO 0)Ln O CO CO C)C)C)V NI OI 4 C) 0) N Ln "t O .- N r 0II O O N CO 0 co' N C) O 0 L0 O CO a' O c- C) LO LO V CO O) No N O O) r rz Q O ma o Ll d Lf) CD U a) I— ti L() O a) aj O O co Z z 0 . O a) a) � ca co U i5 co a 0 L I- L � l Peak Hour Data SR - 70 /NE - NW Park St Out In Total 7931 1 8421 1 1635 i I 144T 3871 3091 21 Right Thru Left Peds 4 0 z Peak Hour Begins at 11:00 AM / 11x I n)ul 1ub!21i Seed lbl 1_94E T8El TO - I ISZI 1-989- 1 1999 lelol UI 1nO IS A)ed MN - 3NIOL - 2JS : TMC SR -15 US -441 and SR -70 NE NW Park St . Total 1 Int. Total Q cn Y N a d a. c � -_ Z p Z W ct r I i H u) 0 a Q co a) 0 C D _o C) J 0 Z CC 2 L H. (n CO CO r O CO O f- O O Q7 (() COCCOOCO 0) CO CO m o (D f- N N 0000 o r 0) N a (C)N00 N r- 0) N CD Q) 000 0 O N CO co 6 0 u) co N a) h N u) CO (0 wrnUD 0) ,t Zy,w (D N r O N N CO O (n V NN N,- CO O CO CO CO (0 N N. C) 0 0 r 0 r r 0 O co V V (00 r mN N N N V 0r N CO CO N CO CO (7 CO r O TT- LO 0 0 0 I m a a) - _a 0 CO CO CT) CO CO 0 C) N O O) N u) (1. LC) N (3) NNNNO a) 0 0 0 0 0 0 0 0 O 0000) O N CO C) CO (D CO N O J CO m 2 L H O `ot (0 0 T O O (C) 07 0) (f) Cr co V (h a I0 oo co co N d1 CO r m _ CO O C) N 0 N N N CO CO a) N O CO O 0 0 O N CD N N u) N a) CO V N CO N CO N (C) N N C) N N CD a) V r` L n� 0 z W z 0 N- CO r 1 tS� r (0 0 N U rn N a) a) (1) as o ca Z a) it U) N - co : M (n M 4) M ▪ LL L >_ • 2 z- O 0 N- N- O z a) 0) (v 0 0 co Co Peak Hour Data SR - 70 /NE - NW Park St _Out In 1114 , 907 1 2021; 1.621 4381 3071 0, Right Thru Left Peds i L z ltai fli41 11;10!H sped L0 IOS4 _OOl1_0._...__ 1 zvvi. j ;z69 1 1oOL Ie101 uI tn0 IS Ted MN - 3N /OL H i H 9— a) J 0) aa)) C as O Z O a) LL (7 a) co 0 (a (/) r 0 z a) O) Co a- N a) (0 U 0 r a) CD CO > n M N co cO C a) co_ a) Q (L cn to a3 L C Cl_ O (O (0 a) T%-. C Z 5 d o (n 0 N- D 0 Left Turn and U Turn I)) O CO To C3 0 0 0 0 0 O O! �I N O' o -o a) a O 0 0 0 0 0 0 0 000000 CD 000000 To r r 1O 0 CO 0 CD o 10 o H a Q, 0 Ta- i— d. O (0 CO CO 1O 0 0 0 C V V O)r M000 CO (O (O 0 000000 O 0000 CD an00 000000 a) -o C a -I co QI 200 0000 00 (n L L�0 O 000000 Ea o 0 0 0 or° E- (n H o 1n o H 2 V O.-M 0 QO N V' (n co co C H �0 000 (`< Z CO o ILO N— N Q C\J CO O i N O O co o0Z Z O N 0 0 co L:CD WCI_ Left Turn and U Turn O N O C O 0 1[ lial SPad O 0 To OZ ! [0 1 OZi lelol ul 1nO IS U19I MN O 4 > H O N J O O O C 0) APPENDIX B SIGNAL TIMING Designed By: 1 (WB) Date: 3 Checked By: 5 Date: Priority Major Street: SR70 /SR700 /US98 Minor Street: SR700/SR15/US441/US98 Signal ID: 995 Emergency Vehicle Pre - Emption Preemption Timing Plan 1 (WB) 2 3 4 5 6 Priority 6 Delay Before Preemption (Sec) 0 Minimum Green Before Preemption (Sec) * Lock Call ON Maximum Presence (sec) 0 Yellow Clearance (Sec) ** Red Clearance (Sec) '* Dwell Phase(s) 2 & 5 Minimum Dwell (Sec) 35 Yellow Clearance (Sec) ** Red Clearance (Sec) ** Exit Phases 2 & 6 From Normal Operation Plan # 1 2 &5 Dwell Phases To Normal Operation NORTH Notes: • Entry into preemption shall not violate Minimum green or pedestrian clearance intervals. **YELLOW and ALL RED intervals during preemption shall be the same values used during normal controller operations. APPENDIX C FDOT LOS TABLE TABLE 4 Lanes 2 4 6 8 Lanes 4 6 8 Generalized Peak Hour Two-Way Volumes for Florida's Urbanized Areas' 12/18/12 STATE SIGNALIZED ARTERIALS Class I (40 mph or higher posted speed limit) Median Undivided Divided Divided Divided 1.510 • 3,420 • 5,250 • 7,090 D 1,600 3,580 5,390 7,210 Class 11 (35 mph or slower posted speed limit) B * Median Undivided Divided Divided Divided 660 • 1,310 • 2,090 • 2,880 D 1,330 2,920 4.500 6,060 Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non-State Signalized Roadways - 10% Median & Turn Lane Adjustments Lanes Median 2 Divided 2 Undivided Multi Undivided Multi Undivided Exclusive Left Lanes Yes No Yes No Exclusive Right Lanes No No No No Yes One-Way Facility Adjustment Multiply the corresponding two-directional volumes in this table by 0.6 Lanes' -B 4 E ** ** ** ** E 1,410 3,040 4,590 6,130 Adjustment Factors +5% -20% _5% -2 5% + 5% BICYCLE MODE2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage 0-49% 50-84% 85-100% B C D E 260 680 1,770 190 600 1,770 >1,770 830 1,770 >1,770 PEDESTRIAN MODE2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage 0-49% 50-84% 85-100% B C * 150 340 960 * * D E 250 850 780 1,420 1,560 >1,770 BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% >5 >4 >3 > -„, 85-100% >4 > 3 >2 > 1 - .. ...._. B 4,120 6 6,130 8 8,230 10 10,330 12 14,450 FREEWAYS 5,540 8,370 11,100 14,040 18,880 I) 6,700 10,060 13,390 16,840 22,030 Freeway Adjustments Auxiliary Lanes Present in Both Directions + 1.800 Lanes 4 6 Lanes 2 Multi Multi Ramp Metering I- 5% 7,190 11,100 15,010 18,930 22,860 UNINTERRUPTED FLOW HIGHWAYS Median Undivided 770 1,530 2,170 2,990 Divided 3,300 4,660 5,900 6,530 Divided 4,950 6,990 8,840 9,790 Uninterrupted Flow II ighway Adjustments Median Exclusive left lanes Adjustment factors Divided Yes Undivided Yes Undivided No +5% -5(10 -25% 'Values shown are presented as peak hour two-way VC hone, for le \ els of service and are for the automobile/4r tick modes unless specifically stated. This table does not constitute a standard and should be used only tar general planning applications. The computer models limn which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used fir corridor or intersection design. where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity, Manual and the TrairJ Capacity y and Quality of Service ktanual. Les el of service Or the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the theiliry. 01,01 P01 hour shovvn 3(0 (1(111 for the peak how ni the single direction of the highet 11 aOL tlow Cannot be achieved using table input value defaults. ** Not applicable for that level of service letter grade. Foi the automobile mode 01111105 greater than level of service D become V because into section capacities have been reached For the bicycle node. the level (Aso-vice letto grade ( including I') is not achievable because there is no maximum vehicle VOluine threshold using table input value defaults Source: Florida Department of Transportation Systems Planning Office WW W. dot (13111 0. us. p lann in II/systems/ 501 los default . shtin 2012 FOOT (TPJAMTY/1..EVEL.C4-- SERVICE HAI\IDE1001 'TABLES APPENDIX D EXISTING CONDITIONS SYNCHRO SHEETS HCM 2010 Signalized Intersection Summary 3: Existing AM Peak 7/28/2016 Movement Lane Configurations Traffic Volume (veh /h) Future Volume (veh /h) Number Initial Q (Qb), veh Ped -Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh /h /In Adj Flow Rate, veh /h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh /h Arrive On Green Sat Flow, veh /h Grp Volume(v), vehlh Grp Sat Flow(s),veh /h /In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh /h V/C Ratio(X) Avail Cap(c_a), veh /h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s /veh lncr Delay (d2), s /veh Initial Q Delay(d3),s /veh %ile BackOfQ(50 %),veh /In LnGrp Delay(d),s /veh LnGrp LOS Approach Vol, veh /h Approach Delay, s /veh Approach LOS Timer Assigned Phs 1 Phs Duration (G +Y +Rc), s 27.0 Change Period (Y +Rc), s * 6.6 Max Green Setting (Gmax), s * 20 Max Q Clear Time (g_c +11), s 14.4 Green Ext Time (p_c), s 0.7 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vi +I II) +I Vi +I '11j 1 128 439 175 392 491 183 254 325 235 333 551 100 128 439 175 392 491 183 254 325 235 333 551 100 7 4 14 3 8 18 5 2 12 1 6 16 0 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 139 477 190 426 534 199 276 353 255 362 599 109 2 2 0 2 2 0 2 2 0 2 2 0 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 2 2 2 2 2 2 2 2 2 2 2 2 300 642 254 540 835 310 477 401 285 556 678 123 0.09 0.26 0.26 0.16 0.33 0.33 0.14 0.20 0.20 0.16 0.23 0.23 3442 2479 981 3442 2528 939 3442 1979 1406 3442 2993 543 139 340 327 426 373 360 276 315 293 362 354 354 1721 1770 1690 1721 1770 1697 1721 1770 1615 1721 1770 1767 4.8 22.2 22.5 15.0 22.6 22.7 9.5 21.8 22.3 12.4 24.4 24.5 4.8 22.2 22.5 15.0 22.6 22.7 9.5 21.8 22.3 12.4 24.4 24.5 1.00 0.58 1.00 0.55 1.00 0.87 1.00 0.31 300 459 438 540 585 561 477 359 328 556 401 400 0.46 0.74 0.75 0.79 0.64 0.64 0.58 0.88 0.89 0.65 0.88 0.89 300 459 438 540 585 561 477 359 328 556 401 400 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 54.8 42.9 43.0 51.2 35.8 35.9 50.9 48.8 49.0 49.6 47.2 47.2 5.1 10.3 11.1 11.2 5.3 5.6 5.0 24.8 28.9 5.8 23.3 23.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.5 12.2 11.8 8.0 11.8 11.5 4.9 13.1 12.6 6.4 14.5 14.6 59.9 53.2 54.1 62.3 41.1 41.5 55.9 73.6 77.9 55.4 70.4 70.9 E D D E D D E E E E E E 806 1159 884 1070 54.7 49.0 69.5 65.5 D D E E 2 3 4 5 6 7 8 Notes 2 32.2 * 6.6 * 25 24.3 0.8 3 4 5 27.0 40.0 24.0 * 7.2 7.3 6.5 * 20 32.7 17.5 17.0 24.5 11.5 0.5 5.2 0.5 6 35.2 * 6.6 * 29 26.5 1.5 7 18.0 7.0 11.0 6.8 0.1 8 49.0 7.3 41.7 24.7 8.5 59.3 E Existing AM Peak 7/28/2016 Baseline Synchro 9 Report Page 2 Queues 3: Existing AM Peak 7/28/2016 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 139 667 426 733 276 608 362 708 v/c Ratio 0.46 0.73 0.79 0.64 0.58 0.79 0.65 0.89 Control Delay 60.2 45.0 62.7 36.3 56.2 45.6 55.7 60.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.2 45.0 62.7 36.3 56.2 45.6 55.7 60.6 Queue Length 50th (ft) 56 245 174 250 110 198 144 291 Queue Length 95th (ft) 91 316 #236 318 156 269 196 #396 Internal Link Dist (ft) 980 1195 1248 1232 Turn Bay Length (ft) 635 470 485 465 Base Capacity (vph) 299 913 539 1153 476 772 555 796 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.46 0.73 0.79 0.64 0.58 0.79 0.65 0.89 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Existing AM Peak 7/28/2016 Baseline Synchro 9 Report Page 1 HCM 2010 Signalized Intersection Summary 3: Existing PM Peak 7/28/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 11 +I li +I+ Iiii 14 I +I Traffic Volume (veh /h) 174 578 127 390 556 206 276 403 296 541 587 121 Future Volume (veh /h) 174 578 127 390 556 206 276 403 296 541 587 121 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh /h /In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh /h 189 628 138 424 604 224 300 438 322 588 638 132 Adj No. of Lanes 2 2 0 2 2 0 2 2 0 2 2 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh /h 300 748 164 540 836 310 477 396 290 556 662 137 Arrive On Green 0.09 0.26 0.26 0.16 0.33 0.33 0.14 0.20 0.20 0.16 0.23 0.23 Sat Flow, veh /h 3442 2887 633 3442 2530 937 3442 1953 1427 3442 2922 604 Grp Volume(v), veh /h 189 385 381 424 422 406 300 397 363 588 386 384 Grp Sat Flow(s),veh /h /In 1721 1770 1751 1721 1770 1697 1721 1770 1611 1721 1770 1756 Q Serve(g_s), s 6.7 26.0 26.0 14.9 26.5 26.5 10.4 25.6 25.6 20.4 27.2 27.3 Cycle Q Clear(g_c), s 6.7 26.0 26.0 14.9 26.5 26.5 10.4 25.6 25.6 20.4 27.2 27.3 Prop In Lane 1.00 0.36 1.00 0.55 1.00 0.89 1.00 0.34 Lane Grp Cap(c), veh /h 300 459 454 540 585 561 477 359 327 556 401 398 VIC Ratio(X) 0.63 0.84 0.84 0.79 0.72 0.72 0.63 1.10 1.11 1.06 0.96 0.96 Avail Cap(c_a), veh /h 300 459 454 540 585 561 477 359 327 556 401 398 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s /veh 55.6 44.3 44.3 51.2 37.2 37.2 51.3 50.3 50.3 52.9 48.3 48.3 lncr Delay (d2), s /veh 9.7 16.6 16.9 10.9 7.5 7.9 6.2 78.8 83.5 54.1 36.4 37.1 Initial 0 Delay(d3),s /veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50 %),veh /In 3.6 14.8 14.7 7.9 14.1 13.6 5.3 20.3 18.9 13.8 17.4 17.3 LnGrp Delay(d),s /veh 65.3 60.9 61.2 62.1 44.7 45.1 57.4 129.1 133.8 107.0 84.7 85.4 LnGrp LOS E E E E D D E F F F F F Approach Vol, veh /h 955 1252 1060 1358 Approach Delay, s /veh 61.9 50.7 110.4 94.5 Approach LOS E D F F Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G +Y +Rc), s 27.0 32.2 27.0 40.0 24.0 35.2 18.0 49.0 Change Period (Y +Rc), s * 6.6 * 6.6 * 7.2 7.3 6.5 * 6.6 7.0 7.3 Max Green Setting (Gmax), s * 20 * 25 * 20 32.7 17.5 * 29 11.0 41.7 Max Q Clear Time (g_c +I1), s 22.4 27.6 16.9 28.0 12.4 29.3 8.7 28.5 Green Ext Time (pc), s 0.0 0.0 0.5 3.5 0.5 0.0 0.1 8.1 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS Notes 79.6 E Existing PM Peak 7/28/2016 Baseline Synchro 9 Report Page 2 Queues 3: Existing PM Peak 7/28/2016 I' -#. 1r 4\ T\* 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 189 766 424 828 300 760 588 770 v/c Ratio 0.63 0.84 0.79 0.72 0.63 0.98 1.06 0.97 Control Delay 65.7 52.8 62.5 39.1 57.8 70.0 105.1 72.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.7 52.8 62.5 39.1 57.8 70.0 105.1 72.1 Queue Length 50th (ft) 78 305 173 295 120 277 -271 323 Queue Length 95th (ft) 118 384 #235 371 169 #413 #387 #454 Internal Link Dist (ft) 980 1195 1248 1232 Turn Bay Length (ft) 635 470 485 Base Capacity (vph) 299 908 539 1153 476 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.63 0.84 0.79 0.72 0.63 Intersection Summary 773 0 0 0 0.98 465 555 0 0 0 1.06 796 0 0 0 0.97 Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 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P: W o 000 Cl+ W Fz H H C+ H ova H FC H cn U Z H 41 X e4 c4 H H co F[ rC H Wrx q O Ln C4 (-A U]o HzN HFWC 0$ 0H T FACTOR D FACTOR Fri W • PS O 0 x H o o W FC • W O • x * H • N W a z H 0 0 H H H H 0 z C.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N r 41N W ,'001 rnl0 O CO CO CO OD 00 01 01 01 O O O l0 l0 W 01 H H H H 0 0 0 0 0 cr, M CO CO L 0 0 0 0 0 0 0 l0H H L(101 N 01 CO M 0101 01N OD ul (JD CO W h X010 CA CA 0 CO 01 H 0110 C0 in ul in up up up up 0 0 up ul l0 ul ul ul 0 o 000001 r- ul LC) W 000000 O O o 0 0 01 01 0 V) V0 CO CO H Cn CO u) . . . . . . . . . . . . . . . . 01 01 01 01 01 0 o H o O o 0 0 0 0 0 H H H H H H H H H H H 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 000101 CO 00 O Ul o o OUlo h N a W • A H H 0 01 01 01 01 01 0 0 H H O1 H H 01 61 KC H W H H H H H H H H z g4 H HHi ro4 Z O U] co U] V] co co V] up U] U7 U7 co co V] UIU] X H HHN up EH 11 w w g4 41 w K4 x>+ In H W � >1H H Z 2; 0 0000000000000000 E-1 0 H O H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n z x 3 Z H Ln Ln Ln un 01 ,r ,r. r- cp up up r- ulululul el, OH O 000001010101000000 0010 X 0 W O�i W H H H H H H H H H O w H Z H 1:4 0U)4+H W dC 0 ZZZZZZ'I.ZZZZZZZZZ II 11 II W W c) co H O 0 0 x o In cn w H 0 up 44 C.) 44 uuwuuu0wuuu 0 a w x fp H 000000OOOOOOOOOO a O 0 CO 0 0000000000000000 G+ H ul ul d' d' H M N CA u1 u1 up r- OLn N N O H 000010101610 H H N NH 0101 H C, N N N N H H H H N N N H N N H H 0 fT+ H N FFCG 0 0 C) H Iz w xaz H0a 4 KC HOZ M H 11 II H 0 44 >C W W G; 0 >+ H z W 0 0 0 N H O 01 CO h LOL1 CP 0NHo 0 H Ft,' I H H H HH H0000000000 O H W I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 i N N N N N N N N N N N N N N N N trai • ht Line Growth • ptio Traffic Trends - V3.0 Okeechobee (91) O rn PARROTT AVE PARROTT AVE -- SR- 15/700, US- 98/441 South of SR -70 O Traffic (ADT /AADT) I * 'a C L 0 0 CSC I. N 0 0 0 0 CO N- I� I� N N 0 0 CO I� N 0 0 0 0 0 0 0 0 0 0 0 0 LO CO N c- O r� l� r� l- I"- N- C' N CV N N N Opening Year Trend N/A 26800 127 Mid -Year Trend Q Z .7 Design Year Trend N/A 24800 � 0 O in TA v 2 O Li. Z +-� ( 7 O U 0 0 LO CO N 0 0 0 0 0 0 O I� N N 0 0 0 I` N 0 0 O N- N 0 0 0 0 0 0 0 0 0 0 O LO LO LO LO N- CO CO CO I� N N N N N 4 >- CO O 0 N N- CO 0 0 0 0 N CV O 0 0 N 0 r 0 N r N CO Nr LO r r r r 0 0 0 O O N N N N N N O r` N O N N- (N O N O N ` CO O N f... O O LO M 0 0 0 0 0 0 0 0 0 0 0 O O O O O O 0 0 LO 0 LO 0 LO CO N N r 1- (Aea /salaiya^) 3114eJl Anea a6eiany O N `Axle- Adjusted O .5, °' 0 D C N CO N Nt CO M 7 r O O 7 co — Annual Trend Increase: . trai • ht Line Growt • ptio Okeechobee (91) 0) NORTH PARK ST 0 0 t Z LL J Traffic (ADT /AADT) 1 Count* Trend ** O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 I� CO 00 O O O O 1- ,- N O O O O 0 0 0 0 0 0 ,- , — r- N N N N N r Tren. 20300 rend 20800 1 21300 y C Cl) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ) Lo LO co co CO LC) Ln 07 O 00 CO CO O O N N N N 0 0 0 N N 0 0 N O >- fc p) .- c Q! Q .� 'p Z Q 0 r r- O tr3 N C C ET) a Q 715 U O LL Z Q d "(O 4 ›- N- 00 0) 0 N- N 00 0 0 0 0 '- %-.- 0 0 0 0 0 0 0 0 N N CV N N N N N 1- 0 (V LO N- 0 N N O N- N N N 0 0 N N 20 2037 Z Q W E- CO O N O N I I� CD I 0 N 0 0 0 o O o O O O O O O O O O O to O Li) O (f) N N (Aea /se 3 qan) 3!J4eJl Allea a6eJand *Axle- Adjusted NI- O o 0 � N N : O CO ** Annual Trend Increase: Traffic Trends - V3.0 Okeechobee (91) N SR -15 /US -441 SR -15 /US -441 -- O 0 m Z 0 u_ J Traffic (ADT /AADT) Trend ** , o o 0 0 0 0 O 0 0 0 N N N 0 0 N- 0 N 0 0 N 0 N o 0 0 0 N CO 0 0 N N 0 0 CO 0 N 0 0 '1 0 CV 0 0 V 0 CV r Trend 20500 rend 20900 o o a C") C = `) N I- N P C N t. N ++ C 7 p U 0 0 L() N 0 0 10 O N 0 0 N- O) 0 0 N O) 0 0 CO O) 0 0 6) 0 0 V O N 0 0 Cr O N 0 0 CC) O N 0 0 CC) N O >- p) O p Q O f� R O Q} Q D Z Z N 0 4) p Q V) Z N ° U O LL Z Q i R 8 ›- CO 0 0 N I� 0 0 N CO 0 0 N C3) 0 0 N 0- 1- c- 0 0 N N N 0 N CO 0 N '[t 0 N 10 0 N a- O N= N r N- N © O N N h O N CO 0 N < 1 L 0 O N N It CO N O O 0 O 0 0 0 0 0 0 O O O 0 0 10 O LO 0 L N N r' (Aea /salOiyan) ° eil Anea a6eJOAV O *Axle- Adjusted N o o- 0) N N 3 N O O 7 ** Annual Trend Increase: trai ht Line Growth • ptio trai ht Line Growth • ptio Okeechobee (91) N L0 NORTH PARK ST C 0 U O 0 0 Ll J Traffic (ADT /AADT) I Trend ** 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) 1-- C) LO I- O N CO 00 N N A- O CT 6) CO r CO L() CO CO CO CO N N N N N N rend O 0 c CO F- N -0 c w Count* 0 0 0 0 0 0 0 0 0 0 0000000000 O Ln L() Ln Ln Ln O O O O LO r- O) A- O) O CD CO CO N- CO CO N CO N N N N N N (0 } � Q O 0 N I- O N '- N } -c N ° N N O N Design 'ea N/A U O LL Z C0 W >- (0 N- CO O) C7 A- N CO V L() 0 0 0 0 A- A- A- s- 0 C) 0 0 0 0 0 0 0 0 N N N N N CV N N N N Z Q 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 O 0 L() 0 LI) 0 LO 0 s4' C) C) N N C- (Aea /sal3iyan) 3444.11 Al!ea a6eJoAV CO 0 0 N *Axle- Adjusted 0 0 0 ti CO O N 1 O ' O CV N CO 7 "' Annual Trend Increase: � 0) d C a 0) CNIy d O O 0) (0 t 0 c APPENDIX F FUTURE CONDITIONS SYNCHRO SHEETS HCM 2010 Signalized Intersection Summary Future Total AM Peak 7/28/2016 3: J' _- 1 4-- k- 4\ 1 t �► +I 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ili) VI f Ir Vi ft. VI tl Traffic Volume (veh /h) 160 439 175 392 491 229 254 371 235 350 569 113 Future Volume (veh /h) 160 439 175 392 491 229 254 371 235 350 569 113 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh /h /In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh /h 174 477 190 426 534 249 276 403 255 380 618 123 Adj No. of Lanes 2 2 0 2 2 0 2 2 0 2 2 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh /h 300 642 254 540 776 361 477 424 266 556 667 133 Arrive On Green 0.09 0.26 0.26 0.16 0.33 0.33 0.14 0.20 0.20 0.16 0.23 0.23 Sat Flow, veh /h 3442 2479 981 3442 2348 1092 3442 2092 1309 3442 2944 585 Grp Volume(v), veh /h 174 340 327 426 402 381 276 340 318 380 371 370 Grp Sat Flow(s),veh /h /In 1721 1770 1690 1721 1770 1670 1721 1770 1632 1721 1770 1760 Q Serve(g_s), s 6.1 22.2 22.5 15.0 24.8 25.0 9.5 23.9 24.3 13.1 25.9 26.0 Cycle Q Clear(g_c), s 6.1 22.2 22.5 15.0 24.8 25.0 9.5 23.9 24.3 13.1 25.9 26.0 Prop In Lane 1.00 0.58 1.00 0.65 1.00 0.80 1.00 0.33 Lane Grp Cap(c), veh /h 300 459 438 540 585 552 477 359 331 556 401 399 V/C Ratio(X) 0.58 0.74 0.75 0.79 0.69 0.69 0.58 0.95 0.96 0.68 0.93 0.93 Avail Cap(c_a), veh /h 300 459 438 540 585 552 477 359 331 556 401 399 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s /veh 55.4 42.9 43.0 51.2 36.6 36.6 50.9 49.6 49.8 49.9 47.8 47.8 Incr Delay (d2), s /veh 8.0 10.3 11.1 11.2 6.5 6.9 5.0 35.9 40.3 6.7 29.5 30.1 Initial Q Delay(d3),s /veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back0fQ(50 %),veh /In 3.3 12.2 11.8 8.0 13.2 12.6 4.9 15.3 14.7 6.7 16.0 16.0 LnGrp Delay(d),s /veh 63.3 53.2 54.1 62.3 43.1 43.6 55.9 85.6 90.1 56.5 77.3 77.9 LnGrp LOS E D D E D D E F F E E E Approach Vol, veh /h 841 1209 934 1121 Approach Delay, s /veh 55.6 50.0 78.4 70.5 Approach LOS E D E E Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G +Y +Rc), s 27.0 32.2 27.0 40.0 24.0 35.2 18.0 49.0 Change Period (Y +Rc), s * 6.6 " 6.6 " 7.2 7.3 6.5 * 6.6 7.0 7.3 Max Green Setting (Gmax), s * 20 * 25 " 20 32.7 17.5 " 29 11.0 41.7 Max Q Clear Time (g_c +I1), s 15.1 26.3 17.0 24.5 11.5 28.0 8.1 27.0 Green Ext Time (p_c), s 0.7 0.0 0.5 5.3 0.5 0.5 0.1 8.1 Intersection Summary HCM 2010 Ctrl Delay 63.2 HCM 2010 LOS E Notes Total AM Peak 7/28/2016 Baseline Synchro 9 Report Page 2 Queues 3: Future Total AM Peak 7/28/2016 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 174 667 426 783 276 658 380 741 v/c Ratio 0.58 0.73 0.79 0.68 0.58 0.88 0.68 0.93 Control Delay 63.7 45.0 62.7 36.6 56.2 55.1 56.9 65.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.7 45.0 62.7 36.6 56.2 55.1 56.9 65.8 Queue Length 50th (ft) 71 245 174 265 110 237 152 307 Queue Length 95th (ft) 110 316 #236 337 156 #338 206 #426 Internal Link Dist (ft) 980 1195 1248 1232 Turn Bay Length (ft) 635 470 485 465 Base Capacity (vph) 299 913 539 1158 476 751 555 796 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.58 0.73 0.79 0.68 0.58 0.88 0.68 0.93 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Total AM Peak 7/28/2016 Baseline Synchro 9 Report Page 1 HCM 2010 Signalized Intersection Summary Future Total PM Peak 3: 7/28/2016 t t*- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations VI +I VI +I )) 11+ VI Traffic Volume (veh /h) 194 578 127 390 556 235 276 432 296 588 638 160 Future Volume (veh /h) 194 578 127 390 556 235 276 432 296 588 638 160 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh /h /In 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh /h 211 628 138 424 604 255 300 470 322 639 693 174 Adj No. of Lanes 2 2 0 2 2 0 2 2 0 2 2 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh /h 300 748 164 540 802 338 477 409 279 556 636 159 Arrive On Green 0.09 0.26 0.26 0.16 0.33 0.33 0.14 0.20 0.20 0.16 0.23 0.23 Sat Flow, veh /h 3442 2887 633 3442 2428 1024 3442 2015 1375 3442 2804 704 Grp Volume(v), veh /h 211 385 381 424 440 419 300 413 379 639 437 430 Grp Sat Flow(s),veh /h /In 1721 1770 1751 1721 1770 1682 1721 1770 1620 1721 1770 1739 Q Serve(g_s), s 7.5 26.0 26.0 14.9 28.0 28.0 10.4 25.6 25.6 20.4 28.6 28.6 Cycle Q Clear(g_c), s 7.5 26.0 26.0 14.9 28.0 28.0 10.4 25.6 25.6 20.4 28.6 28.6 Prop In Lane 1.00 0.36 1.00 0.61 1.00 0.85 1.00 0.40 Lane Grp Cap(c), veh /h 300 459 454 540 585 556 477 359 329 556 401 394 V/C Ratio(X) 0.70 0.84 0.84 0.79 0.75 0.75 0.63 1.15 1.15 1.15 1.09 1.09 Avail Cap(c_a), veh /h 300 459 454 540 585 556 477 359 329 556 401 394 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s /veh 56.0 44.3 44.3 51.2 37.7 37.7 51.3 50.3 50.3 52.9 48.8 48.8 Incr Delay (d2), s /veh 13.0 16.6 16.9 10.9 8.7 9.2 6.2 94.6 98.4 86.3 71.4 72.1 Initial 0 Delay(d3),s /veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50 %),veh /In 4.1 14.8 14.7 7.9 15.1 14.4 5.3 21.9 20.4 16.3 21.9 21.6 LnGrp Delay(d),s /veh 69.0 60.9 61.2 62.1 46.3 46.8 57.4 144.9 148.7 139.2 120.2 120.9 LnGrp LOS E E E E D D E F F F F F Approach Vol, veh /h 977 1283 1092 1506 Approach Delay, s /veh 62.8 51.7 122.2 128.4 Approach LOS E D F F; Timer 1 2 3 4 5 6 7 8 Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G +Y +Rc), s 27.0 32.2 27.0 40.0 24.0 35.2 18.0 49.0 Change Period (Y +Rc), s ` 6.6 * 6.6 * 7.2 7.3 6.5 * 6.6 7.0 7.3 Max Green Setting (Gmax), s * 20 * 25 * 20 32.7 17.5 * 29 11.0 41.7 Max Q Clear Time (g_c +11), s 22.4 27.6 16.9 28.0 12.4 30.6 9.5 30.0 Green Ext Time (p_c), s 0.0 0.0 0.5 3.5 0.5 0.0 0.1 7.6 HCM 2010 Ctrl Delay HCM 2010 LOS Notes 93.6 F Total PM Peak 7/28/2016 Baseline Synchro 9 Report Page 2 Queues 3: Future Total PM Peak 7/28/2016 L� EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 211 766 424 859 300 792 639 867 v/c Ratio 0.71 0.84 0.79 0.74 0.63 1.03 1.15 1.09 Control Delay 69.4 52.8 62.5 39.6 57.8 83.1 134.0 102.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.4 52.8 62.5 39.6 57.8 83.1 134.0 102.8 Queue Length 50th (ft) 87 305 173 306 120 -320 -315 -411 Queue Length 95th (ft) #132 384 #235 385 169 #450 #434 #543 Internal Link Dist (ft) 980 1195 1248 1232 Turn Bay Length (ft) 635 470 485 465 Base Capacity (vph) 299 908 539 1155 476 766 555 797 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.84 0.79 0.74 0.63 1.03 1.15 1.09 Intersection Summary - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Total PM Peak 7/28/2016 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC 4: NB Left Turn Queuing Analysis (PM PEAK) 7/28/2016 Intersectio Int Delay, s /veh 0.9 Movement EBL EBR NBL NBT Traffic Vol, veh /h 0 0 149 824 Future Vol, veh /h 0 0 149 824 Conflicting Peds, # /hr 0 0 0 0 Sign Control Stop Stop Free Free RT Channelized None - None Storage Length 0 0 230 - Veh in Median Storage, # 0 0 Grade, % 0 - - 0 Peak Hour Factor 92 92 92 92 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 0 162 896 SBT SBR 1077 0 1077 0 0 0 Free Free - None 0 - 0 - 92 92 2 2 1171 0 Major /Minor Minor2 Majorl ..� -'" Major2 Conflicting Flow All 1943 585 1171 Stage 1 1171 Stage 2 772 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 - Follow-up Hdwy 3.52 3.32 2.22 Pot Cap -1 Maneuver 57 454 592 Stage 1 257 - - Stage 2 416 - Platoon blocked, % Mov Cap -1 Maneuver 41 454 592 Mov Cap -2 Maneuver 41 Stage 1 257 Stage 2 302 0 Approach EB NB SB HCM Control Delay, s 0 2 0 HCM LOS A Minor Lane /Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh /h) 592 - - - - HCM Lane V/C Ratio 0.274 - - - - HCM Control Delay (s) 13.4 - 0 0 - HCM Lane LOS B - A A - HCM 95th %tile Q(veh) 1.1 - - - - 0 Baseline Synchro 9 Report Page 1 HCM 2010 TWSC NB Left Turn Queuing Analysis (PM PEAK) 4: 7/28/2016 Intersection Int Delay, s /veh 2.4 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh /h 0 0 237 824 1409 0 Future Vol, veh /h 0 0 237 824 1409 0 Conflicting Peds, # /hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 230 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 258 896 1532 0 Major /Minor Minor2 Majorl Major2 Conflicting Flow All 2495 766 1532 0 - 0 Stage 1 1532 - - Stage 2 963 - - Critical Hdwy 6.84 6.94 4.14 - Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow -up Hdwy 3.52 3.32 2.22 - Pot Cap -1 Maneuver 24 345 430 - Stage 1 164 - - Stage 2 331 - Platoon blocked, % Mov Cap -1 Maneuver 10 345 430 - Mov Cap -2 Maneuver 10 Stage 1 164 Stage 2 132 Approach EB HCM Control Delay, s 0 HCM LOS A Minor Lane /Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh /h) 430 - - - HCM Lane V/C Ratio 0.599 - - HCM Control Delay (s) 25.1 - 0 0 HCM Lane LOS D - A A HCM 95th %tile Q(veh) 3.8 - 0 Baseline Synchro 9 Report Page 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Thursday, November 03, 2016 2:00 PM To: 'csoword90 @gmail.com'; 'Steven L. Dobbs'; Bill Brisson Cc: Lane Gamiotea Subject: October 4, 2016 City Council Meeting Minutes Attachments: 2016- 10- 04.pdf Tracking: Recipient Read 'csoword90 @gmail.com' 'Steven L. Dobbs' Bill Brisson Lane Gamiotea Read: 11/3/2016 3.44 PM Good Afternoon, Attached is the approved City Council Meeting Minutes for the October 4, 2016 meeting. Please print a copy for your records. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3"d Avenue Okeechobee, FL 34974 Phone: (863) 763 -3372 ext. 215 Fax: (863) 763 -1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e -mail addresses are public records. If you do not want your e -mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Sent: To: Bobbie Jenkins Wednesday, October 19, 2016 2:13 PM Celeste Smith; Property Appraiser Ofc - Russ Duncan (r.duncan @okeechobeepa.com); 'csoword90 @gmail.com'; 'Steven L. Dobbs' Cc: Lane Gamiotea; Patty Burnette Subject: City of Okeechobee Ordinance No. 1144 Attachments: 1144 Comp Plan.pdf Tracking: Good Afternoon All, Recipient Celeste Smith Property Appraiser Ofc - Russ Duncan (r.duncan @okeechobeepa.com) 'csoword90 @gmai I.com' 'Steven L. Dobbs' Lane Gamiotea Patty Burnette Read Read: 10/19/2016 2:16 PM Attached you'll find Ordinance No. 1144, adopting Small Scale Amendment Application No. 16- 003 -SSA, changing approximately 3.3 acres from City of Okeechobee Single Family Residential to Commercial. This copy is for your records. Should you have any questions, please contact me. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3'd Avenue Okeechobee, FL 34974 Phone: (863) 763 -3372 ext. 215 Fax: (863) 763 -1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e -mail addresses are public records. If you do not want your e -mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Bobbie Jenkins From: Bobbie Jenkins Sent: Wednesday, October 19, 2016 2:28 PM To: Bill Brisson; LaRue - Gloria Cc: Lane Gamiotea; Patty Burnette Subject: Adopted Ordinance No. 1144 Attachments: Publication Affidavits for Ordinance No. 1144 16- 003 - SSA.pdf; 1144 Comp Plan.pdf Good Afternoon Bill, I am attaching the executed copy of Ordinance No. 1144 (16- 003 -SSA) as well as the publication affidavits. Please let me know if you need additional information. Once the October 4, 2016, City Council Minutes are completed, I will forward a copy on to you. Have a good day! O Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3"{ Avenue Okeechobee, FL 34974 Phone: (863) 763 -3372 ext. 215 Fax: (863) 763 -1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e -mail addresses are public records. If you do not want your e -mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Patty Burnette From: Steven L. Dobbs <sdobbs@stevedobbsengineering.com> Sent: Tuesday, October 04, 2016 3:35 PM To: Patty Burnette Subject: 441 Palms, LLC Attachments: 2016-024 OUA Capacity Letters.pdf Patty, Please find attached the OUA capacity letters. Please do not hesitate to call with any questions. t*OTE THE NEW OFFTLF A otmt,:jp,s.5 sdobbs@stevedobbsengineering.com ************************************ This e-mail and any files transmitted with it are proprie.tary ?n,CI intended solely for the use of the individual or entity to whom they are addressed. if you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-rnall are solely those of the author and do not necessarily represent those of Steven L Dobbs Engineering, LLC. The recipient should check this e-rnall and any attachments for the presence of viruses. SW Engineering accepts no liability for any damage ,caused by any virus transmitted by this e-rnail. ************************************ OKEECHOBEE UTILITY AUTHORITY 100 SW 5th Avenue Okeechobee, Florida 34974 -4221 May 24. 2016 Mr. Steven L. Dobbs P.E. Steven L. Dobbs Engineering, LLC 1062 Jakes Way Okeechobee, Florida 34974 Ref: Water Capacity _Request Project: 441 Palm LLC Parcel ID No.: 3- 15- 37 -35- 0010 -00010 -0010 3- 15- 37 -35- 0010 -00010 -0050 3- 15- 37 -35- 0010 -00020 -0010 3- 15 -37 -35 -0010- 00020 -0060 3- 15 -37 -35 -0010- 00020 -0210 3- 15 -37 -35 -0010- 00020 -0230 Site Address: NE 13th Street Okeechobee, FL 34972 Dear Mr. Dobbs: (863) 763 -9460 FAX (863) 467 -4335 In reference to a request of the availability of water capacity to the subject property, I submit the following information for your use in meeting the potable water use requirements for the project. The Okeechobee Utility Authority owns and operates two water treatment plants with a combined treatment capacity of 6 MGD. During the twelve month period from May 2015 to April 2016, the maximum daily flow was 3.1 MGD, or about 52% of capacity. At the present time, the OUA has excess capacity at the treatment plants. The OUA has a potable water distribution main in the road right of way near the subject property. Any upgrade requirements to the water main due to the demands of the proposed project will be at the project owners' expense. Should you have any questions, comments or concerns with regards to the water system capacity, please contact the OUA at 863- 763 -9460. Sincerely, ohn F. Hayfor , P Executive Director Okeechobee Utility Authority OKEECHOBEE UTILITY AUTHORITY 100 SW 5th Avenue Okeechobee, Florida 34974 -4221 May 24, 2016 Mr. Steven L. Dobbs P.E. Steven L. Dobbs Engineering, LLC 1062 Jakes Way Okeechobee, Florida 34974 Ref: Wastewater Capacity Request Project: 441 Palms LLC Parcel ID No.: 3- 15 -37 -35 -0010- 00010 -0010 3- 15- 37 -35- 0010 -00010 -0050 3- 15- 37 -35- 0010 -00020 -0010 3- 15 -37 -35 -0010- 00020 -0060 3- 15- 37 -35- 0010 -00020 -0210 3- 15- 37 -35- 0010 -00020 -0230 Site Address: NE 13th Street Okeechobee, FL 34972 (863) 763 -9460 FAX: (863) 467 -4335 Dear Mr Dobbs: In reference to a request of the availability of wastewater capacity to the subject property, ! submit the following information for your use in the permitting for the above referenced project. The Okeechobee Utility Authority owns and operates one regional wastewater treatment plant with a FDEP permitted capacity of 3.0 MGD. During the twelve month period from May 2015 to April 2016, the annual average daily demand was 0.860 MGD, or about 29% of the current 3.0 MGD treatment capacity. The OUA does not have wastewater collection lines in the immediate vicinity of your project. Any upgrade requirements to the wastewater system due to the demands of the proposed project will be at the project owners' expense. Should you have any other questions, comments or concerns with regards to the wastewater system capacity, please contact the OUA at 863.763.9460. Sincerely, Jan F Hayfor Executive Director Okeechobee Utility Authority Bobbie Jenkins From: Bobbie Jenkins Sent: Friday, September 30, 2016 2:44 PM To: sdobbs @stevedobbsengineering.com; 'csoword90 @gmail.com' Cc: Lane Gamiotea Subject: City Council Meeting October 4, 2016 Attachments: Agenda 10 04 16 Ex 1.pdf; Agenda 10 04 16 Ex 2.pdf; Agenda Oct 4 2016.pdf Good Afternoon Mr. Word, This is your official notice for the final public hearing, Application no. 16- 003 -SSA, and first reading for Petition no. 16- 003-R. Attached is a copy of Tuesday's City Council Meeting Agenda as well as Exhibit's 1 and 2. Your items are VII.A and VIII.A. The meeting begins promptly at 6 P.M. Please call us if you have any questions or if you can not attend. Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Phone: (863) 763 -3372 ext. 215 Fax: (863) 763 -1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e -mail addresses are public records. If you do not want your e -mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 Patty Burnette From: Patty Burnette Sent: Friday, September 30, 2016 1:52 PM To: 'csoword90 @gmail.com' Cc: 'Steven L. Dobbs' Subject: Small Scale and Rezoning 16- 003 -SSA & 16 -003 -R Attachments: PB Minutes 091516.pdf Good Afternoon Mr. Word and Steve, This email is to officially advise you that the Planning Board at its regular meeting on September 15, 2016, recommended the City Council approve Application No. 16- 003 -SSA, Comprehensive Plan Future Land Use Map Amendment from Single Family to Commercial for Lots 1 to 8 of Block 1; Lots 1 to 5 and 21 to 26 of Block 2, CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, on approximately 3.3 acres, located at 150 Northeast 13th Street, and found it to be consistent with the Comprehensive Plan based on the findings within the Planning Staff Report and as noted with the following stipulations: 1. The Applicant submits the required letter from Okeechobee Utility Authority confirming the Authority's ability to provide potable water and waste water treatment services to the proposed development. 2. In accordance with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, it is recognized that existing traffic circulation network may be insufficient to accommodate the impacts of the development. Therefore, any future development may be subject to participation in the City's Proportionate Fair Share Transportation Impact Fee for roadway improvements. Alternatively, the scale of any future development may be required to be reduced to a level that will be consistent with the ability of the traffic circulation network to accommodate the impacts of the development. The Application will be forwarded to the City Council for consideration to adopt at a Final Public Hearing on October 4, 2016. In addition, the Planning Board recommended the City Council approve Petition No. 16 -003 -R to rezone from Holding to Light Commercial all of Block 1 and Lots 1 to 6 and 21 to 26 of Block 2; and from Heavy Commercial to Light Commercial Lots 7 to 10 of Block 2; all being in the CITY OF OKEECHOBEE, Plat Book 5, Page 5, Public Records of Okeechobee County, on approximately 4.2 acres, located at 150 Northeast 13th Street, and find it to be consistent with the Comprehensive Plan based on the findings within the Planning Staff Report with the following documented concurrency regulation requirement: 1. In accordance with Policy 8.2 of the Traffic Circulation Element of the Comprehensive Plan, it is recognized that existing traffic circulation network may be insufficient to accommodate the impacts of the development. Therefore, any future development may be subject to participation in the City's Proportionate Fair Share Transportation Impact Fee for roadway improvements. 1 The Petition will be forwarded to the City Council for first reading on October 4, 2016 and a Final adoption Public Hearing on October 18, 2016. These dates are tentatively scheduled and are held in the Council Chambers, Rm 200 at 6:00 PM. Attached herewith please find a copy of the September 15, 2016 Planning Board /Board of Adjustment and Appeals minutes for your records. Should you require additional information please do not hesitate to contact me. Sincerely, Patty Pafty M. f3u- rvi- elfte/ general-Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, 'FE 34974 'r (? 863-763 -3372 ext. 218 `Fax: 863 -763 -1686 e -maik yburnette @cityofokeechobee.com website: w w.cityofokeechobee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. 2 Patt Burnette From: Dawn Hoover <jadthoover @gmail.com> Sent: Monday, September 12, 2016 9:09 AM To: Patty Burnette Subject: Re: September 15, 2016 meeting Please print attachment for me so that I have it on Thursday. Thank you. On Fri, Sep 9, 2016 at 3:15 PM, Patty Burnette < pburnette(a)cityofokeechobee .com> wrote: Good Afternoon. have mailed packets this afternoon for next Thursday's meeting. There are two items on the agenda, a small scale application and a rezoning petition that are related. There was a Traffic Impact Analysis that was required and the report is lengthy so I have made copies of the pages that the Planner thought were most pertinent. I have also attached the entire report so that you could all have it for your information. Should there be something else from the report that you would like printed and you are not able to do this, just let me know. In addition, please confirm your attendance at next Thursday's meeting by either sending an email to me or calling me here at City Hall. Thank you and have a great weekend everyone. Patty PaM- y M. 6 ►A- t-wem-e, ggenera(Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue O�eec!.ofee,'FL 34974 `I ei 803 -7h; -3372 ext. 218 1 H-IJ Ruorncrfrip From: Sent: Hddy, To: 'Bobby Keefe (robert.m.keefe@me.com)'; 'douglas_mccoy@doh.state.fi.us'; 'Elbert Batton (elbert,platbuildersegmail.com)'; 'Elbert Batton (embatton@hotmail.com)'; , lmccrearyCEoceeco.net; 'Mac Jonassaint (mjonassaintPaol.com)'; 'Michelle Baughman (bbsiterievelnnmentincOnmail_comy7 "rbrockecityofolceechobee_com': 's!....u!!n:nstee!frnyarloo.com•; A.APnim Lner: Cc: Marcos Montes De Oca (mmontesdeoca@cityofokeechobee.com) Attacnments: 441 Palms Traffic Impact Study.pdt Patty Burnette Affarnnnn have maiied packets this afternoon for next Thursday s meeting. There are two items on the agei IOU. Z-1' small scale application and a rezoning petition that are related. There was a Traffic Impact Analysis that vtdraZt reartt tift-arti t...rtra r0r1r114 i0rtrt.i. ,ert .11, ftrtniat2-2 r1r rt.-2.41.012, ihnt .nht tf.tcart--- t two tf.kii4■44 h. most pertinent. 1 have also attached the entire report so that you could all have it for your information. ShOU:r be something the e VUU iiVULOU innted C.:kA 'Ou ri.Cf not aLjiCt kij do ths, just let me know. in addition, please confirm your attendance at next Thursday's meeting by either sending an email to me nr Tallinn ma hors at ritv Thank you and have a great weekend everyone. Pe: 44-1_, AA R, A AV- 7140 general Services Coordinator -(*.ffOCC cc Southeast 3rd 'Avenue (F.( Tel: 863-763-3372 ext. 218 Tax: R62-76z.-16R6 e-nza yburnette@cityofokeechohee.com www.cityofokeechobee.carn Patty Burnette From: Patty Burnette Sent: Friday, September 09, 2016 2:19 PM To: 'Steven L. Dobbs'; 'csoword90 @gmail.com' Subject: PB /BOA Meeting September 15, 2016 Attachments: Agenda September 2016.pdf; 16 -003 -R 441 Palms, LLC.pdf; 16- 003 -SSA 441 Palms, LLC.pdf Good Afternoon Gentlemen, Please be advised that the Planning Board /Board of Adjustment and Appeals of the City of Okeechobee will be considering the following on Thursday, September 15, 2016 at 6:00 p.m., or as soon thereafter as possible, in the City Council Chambers: • Application No. 16- 003 -SSA, Comprehensive Plan Future Land Use Map change from Single Family to Commercial for Lots 1 to 8 of Block 1; Lots 1 to 5 and 21 to 26 of Block 2, City of Okeechobee, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, approximately 3.3 acres, located at 150 NE 13th Street. • Petition No. 16 -003 -R to rezone from Holding to Light Commercial all of Block 1 and Lots 1 to 6 and 21 to 26 of Block 2; and from Heavy Commercial to Light Commercial Lots 7 to 10 of Block 2; all being in the City of Okeechobee, Plat Books 1 and 5, Pages 10 and 5, Public Records of Okeechobee County, approximately 4.2 acres, located at 150 NE 13th Street. A copy of the Planning Board /Board of Adjustments and Appeals Agenda is attached, along with copies of the Staff Reports. Should you have any questions, or if you, or a representative, cannot attend this meeting please let me know. Thank you, Patty Pa f y M. 6 t- rvveJf to Genera(Services Coordinator City of Okeecfolee 1 Patty Burnette From: Patty Burnette Sent: Friday, July 15, 2016 2:37 PM To: 'csoword90 @gmail.com'; 'Steven L. Dobbs' Subject: Planning Board Meeting July 21, 2016 Attachments: Agenda July 2016.pdf Good Afternoon Gentleman. Application 16 -003 -SSA and Petition 16 -003 -R are listed on the attached Planning Board Agenda. During the Planner's review of the applications, it was stated that the expected traffic impact will approximate 260 peak hour vehicle trips. No Professionally prepared Traffic Impact Statement was included in the submittal which is required if the proposed Future Land Use change will result in an increase of 100 or more peak hour vehicle trip ends in excess of that which would result under the current Future Land Use designation. The Planner was unable to complete his review and prepare a Planning Staff Report. The Agenda will still be followed and the Chair will ask the Board to make a motion to postponed both to the September 15, 2016 meeting. I wanted to send you this information so that you would be aware of the procedure. Should you have any questions, please just let me know, Thank you, Patty Po-'t±y M . 6 wr / (jelieral Services Coordinator Cfti of-Okeechobee 55 Southeast 341 'Avenue Okeechobee, .34974 'Tel: 863-763-3372 ext. 218 'Fax: 863 -763 -1(86 ' -ntaiL WC11- ire: NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. Patty Burnette From: Sent: To: Cc: Subject: Good afternoon Patty, Bill Brisson <bill @larueplanning.com> Monday, July 11, 2016 2:18 PM Patty Burnette 'Gloria Pellito' Applications 16- 003 -SSA and 16- 0030 -R As we discussed on the phone a little while ago, both the Small Plan Amendment Application form and the Rezoning Application form contain the following requirement: "If the proposed Future Land Use change will result in an increase of 100 or more peak hour vehicle trip ends in excess of that which would result under the current Future Land Use designation, the Applicant shall attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer." During my review of Applications 16- 003 -SSA and 16- 003 -R, the narrative explanations of the impacts expected to be associated with the Small Plan Amendment and the Rezoning state that the expected traffic impact will approximate 260 peak hour vehicle trips. However, both applications contain only the preliminary assessment of the impact calculated using the estimated square footage and the ITE trip generation factor for the expected use (i.e., medical office). No professionally prepared Traffic Impact Statement was included in the submittal. It is my opinion that the submittals are incomplete and do not provide the information required in the Application to determine the proposed changes' impacts on the City's roadway network and ability to accommodate traffic associated with the requested changes to the Future Land Use Map and Zoning Map. Consequently, I suggest that consideration of these Applications be deferred to a future meeting held after the required Traffic Impact Analysis has been submitted. Since the public hearing has already been advertised, I expect that the public hearings on these matters at July 2152 LPA meeting will be opened and then continued to a date certain. Given the aforementioned description of the situation, please check with the City Administrator and City Attorney as to the most appropriate course of action. I look forward to hearing from you. (3i.U.1 Wm. F. Brisson, AICP Sr. Planner LaRue Planning & Management Services, Inc. Direct Line: 239 - 204 -5283 General Office Phone: 239 - 334 -3366 1 Detail by Entity Name Page 1 of 2 FLORIDA DEPARTMENT OF STATE DIVISION OF CORPORATIONS Detail by Entity Name Florida Limited Liability Company 441 PALMS, LLC Filing Information Document Number L16000056214 FEI /EIN Number NONE Date Filed 03/18/2016 Effective Date 03/21/2016 State FL Status ACTIVE Principal Address 1080 SE 23RD STREET OKEECHOBEE, FL 34974 Mailing Address 1080 SE 23RD STREET OKEECHOBEE, FL 34974 Registered Agent Name & Address WORD, CARROL 1080 SE 23RD STREET OKEECHOBEE, FL 34974 Authorized Person(s) Detail Name & Address Title MGR WORD, CARROL 1080 SE 23RD ST OKEECHOBEE, FL 34974 Annual Reports No Annual Reports Filed Document Images 03/18/2016 -- Florida Limited Liability Federal Lien Registration Fictitious Names Judgment Liens LLP /General Partnerships UCC Information Cable Franchise List View image in PDF format http ://search. sunbiz.org/Inquiry/CorporationSearchlSearchResultDetai 1 ?inq... 6/1 5/20 1 6 D SearchResults Hi5T- Okeechobee County Property Appraiser updated: 6/2/2016 Parcel: 3- 15- 37 -35- 0010 - 00020 -0010 « Next Lower Parcel l Next Higher Parcel » Owner & Property Info Page 1 of 2 2015 Certified Values Parcel List Generator Retrieve Tax Record 2015 TRIM (pdf) Owner's Name 441 PALMS LLC Site Address NE 13TH ST, OKEECHOBEE Mailing Address 1080 SE 23RD ST OKEECHOBEE, FL 349745361 Description CITY OF OKEECHOBEE LOTS 1 TO 5 INC BLOCK 2 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 1.036 ACRES S /T /R 15-37- 35 Neighborhood 114658.00 Tax District 50 DOR Use Code VACANT (000000) Market Area 40 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863- 763 -5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (2) $2,522.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $2,522.00 Sales History GIS Aerial Property Card LInteractive GIS Map Print Search Result: 1 of 1 284 355 426 497 ft 2015 Certified Values Just Value $2,522.00 Class Value $0.00 Assessed Value $2,522.00 Exempt Value Moo Total Taxable Value $2,522.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 4/27/2016 774/274 WD V Q http: / /www.okeechobeepa.com /GIS /DSearchResults.asp $300,000.00 6/15/2016 D SearchResults Page 2 of 2 Building Characteristic: Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes Code I Desc I Year Blt I Value I Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate 05 (Multi - Parcel Sale) - show 961CAC 12/30/2002 492/7 WD V U 03 $0.00 3/1/1991 321/1480 WD V U 03 $0.00 3/1/1989 276/1655 WD _ V U 03 $0.00 1/1/1986 275/1168 WD V U 03 $0.00 2/1/1977 196/185 WD V Q $0.00 Building Characteristic: Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes Code I Desc I Year Blt I Value I Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 961CAC NON /CONFG (MKT) 0000000.516 AC 1.00/1.00/0.25/1.00 $3,124.03 $1,612.00 009531 LOW <6 AC (MKT) 0000000.520 AC 1.00/1.00/1.00/1.00 $1,750.00 $910.00 Okeechobee County Property Appraiser Search Result: 1 of 1 updated: 6/2/2016 HOME I Record Search I GIS Map I General Info I Exemptions I Tangible Tax F A Q I C This information was derived from data which was compiled by the Okeechobee County Prop( Appraiser's Office solely for the governmental purpose of property assessment. This informatii not be relied upon by anyone as a determination of the ownership of property or market value. warranties, expressed or implied, are provided for the accuracy of the data herein, its use, or interpretation. Although it is periodically updated, this information may not reflect the data cum in the Property Appraiser's office. The assessed values are NOT certified values and thereforE subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e -mail addresses are public record. If you do not want your e -mail addresE response to a public- records request, do not send electronic mail to this entity. Instead contac by phone or in writing. Powered by: GrizzlyLogic.con - © Copyright © All Rights Reserved - Okeechobee County Property 2001 Appraiser http: / /www.okeechobeepa.com /GIS /DSearchResults.asp 6/15/2016 D SearchResults Okeechobee County Property Appraiser updated: 6/2/2016 Parcel: 3- 15- 37 -35- 0010- 00020 -0210 « Next Lower Parcel] Next Higher Parcel >I Owner & Property Info Page 1 of 2 2015 Certified Values Parcel List Generator 2015 TRIM (pdf) Owners Name 441 PALMS LLC Site Address 150 NE 13TH ST, OKEECHOBEE Mailing Address 1080 SE 23RD ST OKEECHOBEE, FL 349745361 Description CITY OF OKEECHOBEE LOTS 21 & 22 BLOCK 2 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.344 ACRES S /T /R 15-37- 35 Neighborhood 114658.00 Tax District 50 DOR Use Code VACANT (000000) Market Area 40 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863- 763 -5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $7,400.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $7,400.00 Sales History GIS Aerial Retrieve Tax Record Property Card Interactive GIS Map Print Search Result: 1 of 1 44 88 132 176 220 264 308 6t 2015 Certified Values Just Value $7,400.00 Class Value $0.00 Assessed Value $7,400.00 Exempt Value $0.00 Total Taxable Value $1,242.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 4/27/2016 774/274 WD V Q http://www.okeechobeepa.com/GIS/D_SearchResults.asp $300,000.00 6/15/2016 D SearchResults Page 2 of 2 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Mures tic Out Buildings - ( Show Codes ) Code I Desc I Year Bit I Value I Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate 05 (Multi - Parcel Sale) - show 161CI5 8/10/2005 584/590 WD I U 02 (Multi - Parcel Sale) show $0.00 3/1/1979 227/478 WD V Q $4,000.00 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Mures tic Out Buildings - ( Show Codes ) Code I Desc I Year Bit I Value I Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 161CI5 CITY LT (MKT) 0000100.000 FF - (0000000.344AC) 1.00/1.00/1.00/1.00 $74.00 $7,400.00 Okeechobee County Property Appraiser Search Result: 1 of 1 updated: 6/2/2016 HOME I Record Search GIS Map I General Info Exemptions I Tangible Tax I FAQ I C This information was derived from data which was compiled by the Okeechobee County Prop( Appraiser's Office solely for the governmental purpose of property assessment. This informatk not be relied upon by anyone as a determination of the ownership of property or market value. warranties, expressed or implied, are provided for the accuracy of the data herein, its use, or i interpretation. Although it is periodically updated, this information may not reflect the data curr in the Property Appraiser's office. The assessed values are NOT certified values and therefor( subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e -mail addresses are public record. If you do not want your e -mail addresE response to a public- records request, do not send electronic mail to this entity. Instead contac by phone or in writing. Powered by: Grizzlylogic.corn - © Copyright © All Rights Reserved - Okeechobee County Property 2001 Appraiser http://www.okeechobeepa.com/GIS/D_SearchResults.asp 6/15/2016 D SearchResults Okeechobee County Property Appraiser updated: 6/2/2016 Parcel: 3- 15- 37 -35- 0010 - 00020 -0230 « Next Lower Parcel1 Next Higher Parcel I Owner & Property Info Page 1 of 2 2015 Certified Values Parcel List Generator 2015 TRIM (pdf) Owner's Name 441 PALMS LLC Site Address NE 13TH ST, OKEECHOBEE Mailing Address 1080 SE 23RD ST OKEECHOBEE, FL 349745361 Description CITY OF OKEECHOBEE LOTS 23 - 26 BLOCK 2 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.690 ACRES S /T /R 15- 37-35 Neighborhood 114658.00 Tax District 50 DOR Use Code VACANT COM (001000) Market Area 40 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863- 763 -5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $1,207.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $1,207.00 Sales History GIS Aerial Retrieve Tax Record Property Card Interactive GIS Map Print Search Result: 1 of 1 122 183 244 305 366 427 ft 2015 Certified Values Just Value $1,207.00 Class Value $0.00 Assessed Value $1,207.00 Exempt Value $0.00 Total Taxable Value $1,139.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 4/27/2016 774/274 WD V Q http: / /www.okeechobeepa.com /GIS /D_SearchResults.asp $300,000.00 6/15/2016 D SearchResults Page 2 of 2 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code I Desc J Year Blt I Value J Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate 05 (Multi - Parcel Sale) - show 009531 5/8/1996 378/176 WD V U $0.00 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code I Desc J Year Blt I Value J Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 009531 LOW <6 AC (MKT) 0000000.690 AC 1.00/1.00/1.00/1.00 $1,750.00 $1,207.00 Okeechobee County Property Appraiser Search Result: 1 of 1 updated: 6/2/2016 HOME Record Search I GIS Map I General Info I Exemptions I Tangible Tax I F A Q I C This information was derived from data which was compiled by the Okeechobee County Prop( Appraiser's Office solely for the governmental purpose of property assessment. This informatii not be relied upon by anyone as a determination of the ownership of property or market value. warranties, expressed or implied, are provided for the accuracy of the data herein, its use, or interpretation. Although it is periodically updated, this information may not reflect the data curr in the Property Appraiser's office. The assessed values are NOT certified values and thereforE subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e -mail addresses are public record. If you do not want your e-mail address response to a public- records request, do not send electronic mail to this entity. Instead contac by phone or in writing. Powered by: GrizzlyLogic.com -@ Copyright © All Rights Reserved - Okeechobee County Property 2001 Appraiser http: / /www.okeechobeepa.com /GIS /D_SearchResults.asp 6/15/2016 D SearchResults His Okeechobee County Property Appraiser updated: 6/2/2016 Parcel: 3- 15- 37 -35- 0010 - 00010 -0010 « Next Lower Parcel' Next Higher Parcel » Owner & Property Info Page 1 of 2 2015 Certified Values Parcel List Generator 2015 TRIM (pdf) Owner's Name 441 PALMS LLC Site Address NE 13TH ST, OKEECHOBEE Mailing Address 1080 SE 23RD ST OKEECHOBEE, FL 349745361 Description CITY OF OKEECHOBEE LOTS 1 TO 4 INC BLOCK 1 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.690 ACRES S /T /R 15-37- 35 Neighborhood 114658.00 Tax District 50 DOR Use Code VACANT (000000) Market Area 40 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863- 763 -5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $1,207.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $1,207.00 Sales History GIS Aerial Retrieve Tax Record Property Card Interactive GIS Map Print Search Result: 1 of 1 2015 Certified Values Just Value $1,207.00 Class Value $0.00 Assessed Value $1,207.00 Exempt Value $0.00 Total Taxable Value $1,139.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale Vlmp Sale Qual Sale RCode (Code List) Sale Price 4/27/2016 774/274 WD V Q http: / /www.okeechobeepa.com /GIS /D_SearchResults.asp $300,000.00 6/15/2016 D SearchResults Page 2 of 2 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code I Desc I Year Blt I Value 1 Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate 05 (Multi - Parcel Sale) - show 009531 11/28/2005 584/592 WD V U 03 $0.00 8/10/2005 584/590 WD V U 02 (Multi - Parcel Sale) show $0.00 2/2/1992 342/1086 WD V U 03 $0.00 2/1/1992 342/1088 WD V U 03 $0.00 12/1/1988 300/826 WD V U 03 $0.00 2/28/1977 196/185 WD V Q $16,000.00 1/1/1972 134/285 WD V Q $0.00 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code I Desc I Year Blt I Value 1 Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 009531 LOW <6 AC (MKT) 0000000.690 AC 1.00/1.00/1.00/1.00 $1,750.00 $1,207.00 Okeechobee County Property Appraiser Search Result: 1 of 1 updated: 6/2/2016 HOME I Record Search I GIS Map I General Info I Exemptions I Tangible Tax I FAQ I C This information was derived from data which was compiled by the Okeechobee County Prop( Appraiser's Office solely for the governmental purpose of property assessment. This informatii not be relied upon by anyone as a determination of the ownership of property or market value. warranties, expressed or implied, are provided for the accuracy of the data herein, its use, or i interpretation. Although it is periodically updated, this information may not reflect the data cum in the Property Appraiser's office. The assessed values are NOT certified values and thereforE subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e-mail addresses are public record. If you do not want your e-mail address response to a public- records request, do not send electronic mail to this entity. Instead contac by phone or in writing. Powered by: GrizzlyLogic.corr -© Copyright © All Rights Reserved - Okeechobee County Property 2001 Appraiser http: / /www.okeechobeepa.com /GIS /D_SearchResults.asp 6/15/2016 D SearchResults Okeechobee County Property Appraiser updated: 6/2/2016 Parcel: 3- 15- 37 -35- 0010- 00010 -0050 « Next Lower Parcel l Next Higher Parcel » Owner & Property Info Page 1 of 2 2015 Certified Values Parcel List Generator 2015 TRIM (pdf) Owner's Name 441 PALMS LLC Site Address NE 13TH ST, OKEECHOBEE Mailing Address 1080 SE 23RD ST OKEECHOBEE, FL 349745361 Description CITY OF OKEECHOBEE LOTS 5 TO 8 INC BLOCK 1 NOTE: This description is not to be used as the Legal Description for this parcel in any legal transaction. Land Area 0.690 ACRES S /T /R 15-37- 35 Neighborhood 114658.00 Tax District 50 DOR Use Code VACANT (000000) Market Area 40 The DOR Use Code shown here is a Dept. of Revenue code. Please contact the Okeechobee County Planning & Development office at 863- 763 -5548 for specific zoning information. Property & Assessment Values Mkt Land Value cnt: (1) $1,207.00 Ag Land Value cnt: (0) $0.00 Building Value cnt: (0) $0.00 XFOB Value cnt: (0) $0.00 Total Appraised Value $1,207.00 Sales History GIS Aerial Retrieve Tax Record Property Card Interactive GIS Map Print Search Result: 1 of 1 2015 Certified Values Just Value $1,207.00 Class Value $0.00 Assessed Value $1,207.00 Exempt Value $0.00 Total Taxable Value $1,139.00 Show Similar Sales within 1/2 mile Fill out Sales Questionnaire Sale Date Book/Page Inst. Type Sale VImp Sale Qual Sale RCode (Code List) Sale Price 4/27/2016 774/274 WD V Q http://www.okeechobeepa.com/GIS/D_SearchResults.asp $300,000.00 6/15/2016 D SearchResults Page 2 of 2 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code I Desc I Year Blt I Value I Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate 05 (Multi - Parcel Sale) - show 009531 11/28/2005 584/597 WD V U 03 $0.00 8/10/2005 584/595 WD V U 03 $0.00 Building Characteristics Bldg Sketch I Bldg Item I Bldg Desc I Year Blt I Base S.F. I Total S.F. I Bldg Value NONE Extra Features & Out Buildings - ( Show Codes ) Code I Desc I Year Blt I Value I Units I Dims I Condition (% Good) NONE Land Breakdown Lnd Code Desc Units Adjustments Eff Rate Lnd Value 009531 LOW <6 AC (MKT) 0000000.690 AC 1.00/1.00/1.00/1.00 $1,750.00 $1,207.00 Okeechobee County Property Appraiser Search Result: 1 of 1 updated: 6/2/2016 HOME I Record Search GIS Map I General Info I Exemptions I Tangible Tax I FAQ I C This information was derived from data which was compiled by the Okeechobee County Prop( Appraiser's Office solely for the governmental purpose of property assessment. This informati( not be relied upon by anyone as a determination of the ownership of property or market value. warranties, expressed or implied, are provided for the accuracy of the data herein, its use, or i interpretation. Although it is periodically updated, this information may not reflect the data cure in the Property Appraiser's office. The assessed values are NOT certified values and thereforE subject to change before being finalized for ad valorem assessment purposes. Notice: Under Florida Law, e -mail addresses are public record. If you do not want your e -mail address response to a public- records request, do not send electronic mail to this entity. Instead contac by phone or in writing. Powered by: GrizzlyLogic.com - © Copyright © All Rights Reserved - Okeechobee County Property 2001 Appraiser http: / /www.okeechobeepa.com /GIS /DSearchResults.asp 6/15/2016 CITY OF OKEECHOBEE, FLORIDA 55 S.E. 3rd Avenue, Okeechobee, FL 34974 N2 43857 (863) 763•3372 20 i ic) RECEIVED from Pa. im.s L Lc (5rP_'-i-)66r1kSand.. ni 'rian gred (At/ cuilu6Dollars r, 100 /yr! itse, &4 ierlor,i'nf CLePliea $ q )6,ob hit o o8 CLERK