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2024-09-19 Item V.A. Exhibit 2 24-003-SE Special Exception Staff Report _— NE PARK ST ---- — (SR-70) PROPERTY BOUNDAP'r / la '0 Rt5' • \\\\ d Illy• Zi PROP DO NO ENTER S CN ' \ I PR LASS DOCKS l �t ( i fl� ^r ON ,� 138' I • • F`T FTt: - ICI 1; t 1 r A - ..(F ;',P) im II I V j �,I l., I :; NL'• 1 • w • III �i1:I' 1( t� .. 3 y.a—` F\\ FROF.LIFT STATION 0 I F 1 '; ,® : ; I ;LSD —_r t 1 .. 24.STOP BAR ( _J I.2'L.5. Al— I/ Co. AND STOP SIGN \ S' I BUFFER S` ♦1 R15' BUILDING ,\ %. : R3, :.SETBACK ♦9♦♦ r ♦..s.. «<PASS TMRUO:o.. 1 •F � rr «< PRCK COUPS s I� • '♦y. 24'STOP BAR i y AND STOP SKIN 1 ILIK" rn'DIF1ED TYPE-F I 6' «< -1:RP('rD) I x-WALK m1 1- — — J — — — =- , -..E.'-8CONCAc — — — — Applicant I Dennis Proto, Brew Horizons LLC Parcel Identification 13-22-37-35-0260-00000-0010 /_ Oprn` 5--. Prepared for The City of Okeechobee MORRIS 1 ° ',, DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE General Information Owner: Be A Man Buy Land, LLC Applicant: Dennis Proto—Brew Horizons, LLC Primary Contact:Chris Ossa, P.E. (321) -222-6925)chris.ossa@kimley-horn.com Parcel Identification: 3-22-37-35-0260-00000-0010 Note:For the legal description of the project or other information relating this application,please refer to the application submittal package which is available by request at City Hall and is posted on the City's website prior to the advertised public meeting at:https://www.cityofokeechobee.com/agendas.html Future Land Use, Zoning, and Existing Use of Subject Property Existing Proposed Future Land Use Commercial Commercial Zoning Heavy Commercial (CHV) Commercial Use of Property Two separate single story 7 Brew Drive Thru Coffee commercial buildings. Acreage 0.608 Acres 0.608 acres Future Land Use, Zoning, and Existing Use of Surrounding Properties Future Land Use Zoning Existing Use North Commercial Heavy Commercial (CHV) SR-70, Mobile home sales, Office East Heavy Commercial Shopping center Commercial (CHV South Single Family Residential Residential Multi- Residential Family(RMF) Heavy West Commercial (CHV) Commercial Burger King Description of Request The request for consideration by the City of Okeechobee Board of Adjustment is a Special Exception to allow drive through service in association with a new 7 Brew Drive-thru coffee shop. The applicant has submitted a site plan with this request which proposes redevelopment of the property, which currently contains two existing commercial structures. The site plan proposes a 535 square foot building, two dedicated drive-through lanes, and 8 parking spaces. Service will only be provided through the drive- through, as no customer walk up window is proposed at this time. If approved, a site plan application will also be required,which will be reviewed by the City's Technical Review Committee. CITY OF OKEECHOBEE 1 MORRIS DEPEW'. Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE Consistency with LDC Section 70-373 City LDC Section 70-373(b) requires that applicants for special exception requests must address the following standards. The applicant has submitted responses to each standard, which are provided un- edited below. Staff comments are also provided in response to the standards and the applicant's responses. (1) Demonstrate that the proposed location and site is appropriate for the use. Applicant Response: THE PROPOSED LOCATION AT THE NORTHWEST CORNER OF SR-70 AND SE 8TH AVE IS CONSISTENT FOR THE PROPOSED DRIVE-THRU COFFEE USE WITH SURROUNDING COMMERCIAL USES ALONG SR-70 CORRIDOR. Staff Comments: The site is located with direct frontage on SR-70, one of the City's main commercial corridors. Vehicular access is proposed via SE 8th Ave, with no direct access to SR- 70. Existing commercial uses are located to the east, west and north.The adjacent property to the south is residential, though the subject property has contained commercial uses for many years and is an appropriate location for a service commercial use. (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood. Applicant Response: THE PROPOSED 535SF 7 BREW BUILDING DESIGN IS CONSISTENT WITH SURROUNDING AND NEIGHBORING USES. Staff Comments: The proposed vehicular access point is located at the south end of the property, providing as much distance from SR-70 as possible, which will minimize the potential for conflicts from vehicle ingress/egress with other vehicles traveling on SE 8th Ave.Additionally, the drive through service and pass through lanes are oriented to direct vehicles facing predominantly west and then north while waiting in those lanes, which will minimize the impacts of vehicle headlights aimed at the residential property. (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses. Applicant Response: PROPOSED LANDSCAPING WILL ADHERE TO THE CITYS SCREENING AND PLANTING CRITERIA. NO ADDITIONAL SCREENING IS ANTICIPATED DUE TO THE SURROUNDING USE, SR-70 ROW TO THE NORTH, SE 8TH ROW TO THE EAST, TAYLOR CREEK TO THE WEST AND AN UNDEVELOPED PARCEL TO THE SOUTH. Staff Comments: The adjacent parcel to the south is not undeveloped. It currently contains a residential structure. The Board of Adjustment may require enhanced buffering/screening if necessary to ensure compatibility of the proposed drive through with the existing adjacent residential use. Additionally, the applicant is aware that the buffer along SE 8th Ave will be required to be at least 10 feet wide, per City LDC (4) Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use. Applicant Response: THE INGRESS AND EGRESS DRIVEWAY TO THE PROPOSED PROJECT IS PROPOSED TO THE FARTHEST SOUTH LOCATION POSSIBLE TO REDUCE IMPACTS ON SE 8TH CITY OF OKEECHOBEE MORRIS -- DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE STREET. DRIVE-THRU CONFIGURATION BRING CUSTOMERS AROUND SITE THIS MITIGATES ANY VEHICLES BACKING UP INTO SE 8TH AVE DURING PEAK CONDITIONS. Staff Comments: We agree with the applicant's statement. (5) Demonstrate how the utilities and other service requirements of the use can be met. Applicant Response: THE PROPOSED 7 BREW USE UTILIZES MINIMAL DEMAND ON MUNICIPAL UTILITIES. NO FOOD SALES AND/OR PREPARATION IS PART OF THE 7 BREW PROGRAM AND BUILDINGS ARE EQUIPPED WITH ONE BATHROOM FOR ITS EMPLOYEES. NO ADDITIONAL UTILITIES ARE REQUIRED FOR OPERATIONS ONLY WATER, SEWER AND POWER UTILITIES ARE NEEDED. WHICH APPEAR TO BE AVAILABLE IN THE SURROUNDING AREAS. Staff Comments: Demonstration of availability and capacity of water and sewer service will be required at time of site plan application. Regardless, the demand for services generated by a 535 sf building will likely be relatively low. (6) Demonstrate how the impact of traffic generated will be handled, off site and on site. Applicant Response: 7 BREW TRAFFIC IMPACTS ARE MAINLY PASS-BY TRIPS. ACCORDING TO TRAFFIC IMPACT INFORMATION PROVIDED, 7 BREW GENERATES 80 TRIPS IN THE AM PEAK HOUR WITH 8 OF THOSE TRIPS NOTED AS NEW EXTERNAL TRIPS AND 72 TRIPS PASS BY TRIPS. Staff Comments: We agree with the above statement. Additionally,the applicant has provided a queuing analysis which demonstrates that the proposed design provides sufficient vehicle stacking to accommodate the estimated peak demand, without causing stacking to exceed the limits of the site. City LDC Section 70-373(c) provides a list of findings that the Board of Adjustment must address in its determination to approve the request, deny the request, or approve the request with conditions. The applicant has submitted responses to each finding, which are provided un-edited below. Staff comments are also provided in response to the findings and the applicant's responses. (1) The use is not contrary to comprehensive plan requirements. Applicant Response: 7 BREW DRIVE-THRU COFFEE PROPOSED USE IS CONSISTENT WITH THE COMPREHENSIVE PLAN REQUIREMENTS. Staff Comments:The proposed use is consistent with the intent of the Commercial future land use category. (2) The use is specifically authorized as a special exception use in the zoning district. Applicant Response: THE DRIVE-THROUGH COMPONENT OF THE PROPOSED 7 BREW USE REQUIRES SPECIAL EXCEPTION APPROVAL. Staff Comments: "Restaurant, takeout restaurant, café" is a permitted principal use within the CHV district, per LDC Section 90-282(3).The drive-through service is listed as a special exception use in the CHV district, as stated in LDC Section 90-283(1). CITY OF OKEECHOBEE MORRIS r --. DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE (3) The use will not have an adverse effect on the public interest. Applicant Response: NO ADVERSE EFFECTS ON THE PUBLIC INTEREST WITH THE 7-BREW DRIVE THROUGH COFFEE PROPOSED USE. USE IS CONSISTENT WITH THE HEAVY COMMERCIAL USES IN THE AREA Staff Comments: The proposed use will provide additional service commercial options for residents and travelers and will likely increase the value of the property, thereby generating additional tax base for the City. The proposed use is not expected to create any disturbance or adverse effects on the public interest (4) The use is appropriate for the location proposed, is reasonably compatible with adjacent uses, and is not detrimental to urbanizing land use patterns. Applicant Response: THE 7 BREW DRIVE-THRU COFFEE USE IS PROPOSED AT AN APPROPRIATE COMMERCIAL LOCATION AND IS COMPATIBLE WITH SURROUNDING COMMERCIAL USES UNDER HEAVY COMMERCIAL. Staff Comments: Service commercial with a drive-through is appropriate at this location adjacent to SR-70. The only potential concern is the impact of this use on the adjacent residential property to the south. The Board of Adjustment will determine if additional buffering/screening is necessary to ensure compatibility. This commercial redevelopment project is consistent with existing land use patterns. (5) The use will not adversely affect property values or living conditions, nor be a deterrent to the improvement or development of adjacent property. Applicant Response: 7 BREW DRIVE-THRU COFFEE PROPOSED USE IS NOT INTENDED TO ADVERLY AFFECT THE PROPERTY VALUES OR LIVING CONDITIONS, NOR BE A DETERRENT TO THE DEVELOPMENT OF ADJACENT PROPERTIES. Staff Comments: The proposed redevelopment may have a positive effect on property values. All adjacent properties are already developed, and this redevelopment project should not be a deterrent to redevelopment of adjacent properties. (6) The use may be required to be screened from surrounding uses, to reduce the impact of any nuisance or hazard to adjacent uses. Applicant Response: NOTED, THE APPLICANT WILL ADHERE TO THE REQUIREMENT OF THE CITY OF OKEECHOBEE. Staff Comments: Landscape buffers will be required at time of site plan approval per LDC §90- 534: Minimum width of buffer along street frontage shall be ten feet and on other property lines, two feet. At least one tree and three shrubs for each 300 square feet of required landscaped buffer. Minimum code requirements for the south property line buffer will be 2 feet wide with 2 trees and 5 shrubs. The Board may consider whether additional buffering/screening for the south CITY OF OKEECHOBEE MORRIS DEPEW Special Exception July 2, 2024 Staff R9oort Petition No. 24-003-SE property line is an appropriate condition to place on the approval of this special exception request. (7) The use will not create a density pattern that would overburden public facilities such as schools, streets, and utility services. Applicant Response:THE PROPOSED USE IS NOT INTENDED TO CREATE A DENSITY PATTERN THAT WILL OVERBURDEN PUBLIC FACILITIES SUCH AS SCHOOLS, STREETS AND UTILITY SERVICES. Staff Comments:The proposed use will not include a residential component therefore, no direct effects on density patterns and public-school facilities are expected. (8) The use will not create traffic congestion,flooding or drainage problems, or otherwise affect public safety. Applicant Response: THE 7 BREW WILL PROPOSE A DESIGN THAT SAFELY MANEUVERS IT'S CUSTOMER WITHIN THE SITE AND NOT ADVERSELY AFFECT SURROUNDING ROADWAYS, DRAINAGE DESIGN WILL ADHERED TO CITY AND WATER MANAGEMENT DISTRICT REQUIREMENT. Staff Comments:The current site does not appear to contain modern stormwater management facilities, whereas the proposed development will be required to meet all applicable stormwater management standards. Thus, drainage will likely be improved. The provided TIS estimates vehicle trip generation is only 36 daily trips. The proposed development is not expected to affect public safety. Recommendation Based on the materials and statements provided by the applicant and the foregoing analysis, we recommend approval of this special exception request for drive through service in association with a 7 Brew Drive-Thru Coffee. Submitted by: Ben Smith, AICP Director of Planning, Morris-Depew Associates Inc July 2, 2024 Okeechobee Board of Adjustment Hearing:July 18, 2024 CITY OF OKEECHOBEE MORRIS DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE Supplemental Exhibits Exhibit A: Zoning Map illi . • - aro_ _Lat �';-...:;.• . STATE ROAD 70 ----:: r ..:;;;;,.. _::„7..._ ....-::;-.....-..-:;: ,, ...•.:•:•:...., Tir IT •_:,::.:„.••• ... •:......••.....::. :-„, ::.::::.:,.......; _: „ • •,- - -- .-. - _, ...., . '' ZONING .:.•:._:,-......,;:-._7. . ( , 1( Ili • . . , cF.3 ,P o F a f-� /1, roClIPP CITY OF OKEECHOBEE 6 MORRIS DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE Exhibit B: Future Land Use Map I 1 _ •_N wird N Iy V W Z)11 9 p II 11 Z 1 1 9 tl if q 2 7 Q e f 1 J 1 - - - I • 4 151 - - TOAD 70 - STATE ROAD 70 5-1 I 25? 252 JD ST 25 LAND USE CLASSIFICATIONS ,04i _ RAILROAD CENTERLINE • W �. sE3aD j ..-. HOPKINS MEANDER LINE RAILROAD CENTERLINE flu_boundary_lines lot_line fl u_backgrou nd_parcels SINGLE-FAMILY RESIDENTIAL MIXED USE RESIDENTIAL MULTI-FAMILY RESIDENTIAL . COMMERCIAL INDUSTRIAL PUBLIC FACILITIES CITY OF OKEECHOBEE 7 MORRIS DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE Exhibit C: Existing Land Use Map irp,,, _ . _ . _, ,,, 0 . _. , ,, _ . , t M1"\''''101511114., A, ,-... 61.1.7.-iim. AC' i 4/1414 re, 11111 • 1 I Shoppin: C n w. y �a . Reside / 1 - , • - 3 . .. itt^ : - .. I? I-1_ N1 k ' A rA'a : � � $ Q WV- t. ,h fk�:. paw - ,_�� .im 4'v Oil/ :47:i. rd CITY OF OKEECHOBEE 8 MORRIS DEPEW City of Okeechobee Date: Petition No. 14 3 ![- General Services Department Fee Paid:00,00 Jurisdiction: -oA 55 S.E. 3`d Avenue, Room 101 1st Hearing: 7_I _2nd Hearing: &1 Okeechobee, Florida 34974-2903 Phone: (863) 763-3372, ext. 9820 Publication Dates: Fax: (863) 763-1686 Notices Mailed: 7 3-9q ^ Rezone, Special Exception and Variance v APPLICANT INFORMATION Can n-to q- a� 1 Name of property owner(s): BE A MAN BUY LAND, LLC 2 Owner mailing address: 4260 SE FEDERAL HWY, STUART. FL 34997-4937 3 Name of applicant(s) if other than owner DENNIS PROTO -BREW HORIZONS, LLC 4 Applicant mailing address: 2000 WEST PARK DRIVE, WESTBOROUGH, MA 01581 E-mail address: dprotoga transcendentbrandsco.corn 5 Name of contact person (state relationship): CHRIS OSSA. P.E. - ENGINEER 6 Contact person daytime phone(s): 321-222-6925(chris.ossa@kimiey-horn.com) PROPERTY INFORMATION Property address/directions to property: 7 100 SE 8TH AVENUE, OKEECHOBEE, FL 34974 Describe current use of property: 8 (2) SEPARATE SINGLE STORY COMMERCIAL BUILDINGS Describe improvements on property(number/type buildings, dwelling units, occupied or vacant, etc. 7 BREW DRIVE-THRU COFFEE USE USE WITH 535sf BUILDING AND 9 DUAL DRIVE THROUGH LANES. Source of potable water: 8' WM Method of sewage disposal: Private Lift Station 10 Approx. acreage: 0.608ac Is property in a platted subdivision? No Is there a use on the property that is or was in violation of a city or county ordinance? If so, describe: N'A 11 12 Is a pending sale of the property subject to this application being granted? NO Describe uses on adjoining property to the North: 13 North: SR-70 ROW East: SE 8TH AVE ROW South: RESIDENTIAL MULTIPLE FAMILY West: TAYLOR CREEK 14 Existing zoning: HCOMA,1FAr.RCIAi Future Land Use classification: COMMERCIAL 15 Have there b n any prior rezoning, special exception, variance, or site plan approvals on the property? ) No ( -)Yes. If yes provide date, petition number and nature of approval. 16 Request is for: ( ) Rezone (cle Special Exception ( ) Variance 17 Parcel Identification Number: 3-22-37-35-0260-00000-0010 (Rev 7/2023 Page 1 of 11 REQUIRED ATTACHMENTS APPLICANT'S INTEREST IN DEVELOPING THE SUBJECT 18 Applicant's statement of interest in property: PROPERTY INTO A NEW 7 BREW DRIVE-THRU COFFEE LOCATION Non-refundable application fee: Rezoning: $850 plus $30/acre; Special Exception: $500 plus $30/acre; Variance: $500 19 Note: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges B When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the city on the application, the applicant shall pay the actual costs. 1 20 Last recorded warranty deed: 21 Notarized letter of consent from property owner(if applicant is different from property owner) Three (3) CERTIFIED BOUNDARY surveys of the property(one no larger than 11x17; scale not less than one inch to 20 feet; North point) containing: 22 a. Date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre d. Location sketch of subject property, and surrounding area within one-half mile radius 23 List of surrounding property owners with addresses and location sketch of the subject property. See the Information Request Form from the Okeechobee Property Appraiser's Office (attached) V 24 Affidavit attesting to completeness and correctness of the list (attached) /. 25 Completed specific application and checklist sheet for each request checked in line 15 Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may result in the denial of this application. "atj117e Printed Name Date CHRIS OSSA, P.E 5/29/2024 For questions relating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 7/2023 Page 2 of 11 6/4/24, 10:24 AM Detail by Entity Name f J. .,,.ltr)s� rif eloArg Decartment of State / Division 4Lcegrporations / Search Records / Search by_Entity Name / Detail by Entity Name Foreign Limited Liability Company BREW HORIZONS LLC Filing Information Document Number M22000003648 FEI/EIN Number 87-2674296 Date Filed 03/10/2022 State DE Status ACTIVE Principal Address 10 ST. JAMES AVE., FLR. 11 BOSTON, MA 02116 Mailing Address 10 ST. JAMES AVE., FLR. 11 BOSTON, MA 02116 Registered Agent Name&Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301-2525 Authorized Persons) it Name&Address Title AP CLEVEN, JEFFREY P 10 ST. JAMES AVE., FLR. 11 BOSTON, MA 02116 Title AP Hurley III, Paul D 10 St. James Ave., Fir. 11 Boston, MA 02116 Title AP https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=lnitial&searchNameOrder=BREWHO... 1/2 6/4/24, 10:24 AM Detail by Entity Name Hill, James E. 10 St. James Ave., Flr. 11 Boston, MA 02116 Annual Reports Report Year Filed Date 2023 07/11/2023 2023 10/11/2023 2024 02/08/2024 Document Imam J2/08/2024—ANNUAL REPORT View image in PDF format 10/11/2023—AMENDED ANNUAL REPORT View image in PDF format :7111/2023—ANNUAL REPORT View image in PDF format )3I10i2022—Foreign Limited View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=BREW H O... 2/2 ADDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION Describe the Special Exception sought: kf Q A APPLICANTS INTEREST IN DEVELOPING THE SUBJECT PROPERTY INTO A NEW 7 BREW qo-a63 (0 DRIVE-THRU COFFEE LOCATION Irk ye-Th'taq h �el Are there similar uses in the area?No(� ( )Yes If yes,briefly describe them: �J B QUICK SERVE RESTAURANTS OF OFF SR-70, HOWEVER, NO OTHER COFFEE SHOP DRIVE-THROUGH USE IDENTIFIED If a business,briefly describe the nature of the business,number of employees,hours of operation,and any activities to be conducted outside of a building: 7 BREW DRIVE-THRU COFFEE IS A DRIVE-THRU ONLY COFFEE SHOP WITH NO INTERIOR CUSTOMER AREA. 7 BREW UTILIZES A DUAL-DRIVE THRU LANE CONFIGURATION WITH OPERATORS TAKING ORDERS VIA TABLETS. AT PEAK TIMES 7 BREW WILL HAVE 6 EMPLOYEES/OPERATORS. HOURS OF OPERATIONS ARE 5:30AM TO 10PM SUNDAY THRU THRUSDAY.FRIDAYAND SATURDAY HOURS ARE 5:30AM TO 11PM. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer,if the special exception or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most D similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips,pass-bay calculations,internal capture calculations,a.m.and p.m.peak hour trips,and level of service on all adjacent roadway links with and without the project. E Responses addressing the standards and required findings for a special exception as described below.Attach additional sheets as necessary. STANDARDS FOR GRANTING A SPECIAL EXCEPTION [Sec.70-373(b),LDR page CD70:19] Applicants are required by Sec. 70-373(b)to address the following issues in his/her presentation before the Board of Adjustment. Staff strongly recommends that the Applicant include,in his/her application,materials that address each of these issues in order to allow Staff and the Board of Adjustment sufficient time to adequately consider the Applicant's request. 1. Demonstrate that the proposed location and site are appropriate for the use. THE PROPOSED LOCATION AT THE NORTHWEST CORNER OF SR-70 AND SE 8TH AVE IS CONSISTENT FOR THE PROPOSED DRIVE-THRU COFFEE USE WITH SURROUNDING COMMERCIAL USES ALONG SR-70 CORRIDOR. 2. Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood,or explain why no specific design efforts are needed. THE PROPOSED 535SF 7 BREW BUILDING DESIGN IS CONSISTENT WITH SURROUNDING AND NEIGHBORING USES. 3. Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. PROPOSED LANDSCAPING WILL ADHERE TO THE CITY'S SCREENING AND PLANTING CRITERIA. NO ADDITIONAL SCREENING IS ANTICIPATED DUE TO THE SURROUNDING USE, SR-70 ROW TO THE NORTH, SE 8TH ROW TO THE EAST, TAYLOR CREEK TO THE WEST AND AN UNDEVELOPED PARCEL TO THE SOUTH. 4. Demonstrate what is proposed to reduce the impact of any potential hazards,problems or public nuisance generated by the use; or explain how the nature of the use creates no such potential problems. THE INGRESS AND EGRESS DRIVEWAY TO THE PROPOSED PROJECT IS PROPOSED TO THE FARTHEST SOUTH LOCATOOA POSSIBLE TO REDUCE IMPACTS ON SE 8TH STREET. DRIVE-THRU CONFIGURATION BRING CUSTOMERS AROUND SITE THIS MITIGATES ANY VEHICLES BACKING UP INTO SE 8TH AVE DURING PEAK CONDITIONS. 5. Demonstrate how the utilities and other service requirements of the use can be met. THE PROPOSED 7 BREW USE UTILIZES MINIMAL DEMAND ON MUNICIPAL UTILITIES. NO FOOD SALES AND/OR PREPARATION IS PART OF THE 7 BREW PROGRAM AND BUILDINGS ARE EQUIPPED WITH ONE BATHROOM FOR ITS EMPLOYEES. NO ADDITIONAL UTILITIES ARE REQUIRED FOR OPERATIONS ONLY WATER, SEWER AND POWER UTILITIES ARE NEEDED. WHICH APPEAR TO BE AVAILABLE IN THE SURROUNDING AREAS. 6. Demonstrate how the impact of traffic generated will be handled,off site and on site. 7 BREW TRAFFIC IMPACTS ARE MAINLY PASS-BY TRIPS. ACCORDING TO TRAFFIC IMPACT INFORMATION PROVIDED, 7 BREW GENERATES 80 TRIPS IN THE AM PEAK HOUR WITH 8 OF THOSE TRIPS NOTED AS NEW EXTERNAL TRIPS AND 72 TRIPS PASS BY TRIPS. (Rev 7/2023 Page 8 of 11 FINDINGS REQUIRED FOR GRANTING A SPECIAL EXCEPTION [Sec.70-373(c),LDR pages 19 & 20] It is the Applicant's responsibility to convince the Board of Adjustment that approval of the proposed special exception is justified. Specifically,the Applicant should provide in his/her application and presentation sufficient explanation and documentation to convince the Board of Adjustment to find that: 1. The use is not contrary to the Comprehensive Plan requirements. 7 BREW DRIVE-THRU COFFEE PROPOSED USE IS CONSISTENT WITH THE COMPREHENSIVE PLAN REQUIREMENTS. 2. The use is specifically authorized as a special exception use in the zoning district. THE DRIVE-THROUGH COMPONENT OF THE PROPOSED 7 BREW USE REQUIRES SPECIAL EXCEPTION APPROVAL. 3. The use will not have an adverse effect on the public interest. NO ADVERSE EFFECTS ON THE PUBLIC INTEREST WITH THE 7 BREW DRIVE-THRU COFFEE PROPOSED USE. USE IS CONSISTENT WITH THE HEAVY COMMERCIAL USES IN THE AREA. 4. The use is appropriate for the proposed location,is reasonably compatible with adjacent uses and is not detrimental to urbanizing land use patterns. THE 7 BREW DRIVE-THRU COFFEE USE IS PROPOSED AT AN APPROPRIATE COMMERCIAL LOCATION AND IS COMPATIBLE WITH SURROUNDING COMMERCIAL USES UNDER HEAVY COMMERCIAL 5. The use will not adversely affect property values or living conditions,nor be a deterrent to the development of adjacent property. 7 BREW DRIVE-THRU COFFEE PROPOSED USE IS NOT INTENDED TO ADVERLY AFFECT THE PROPERTY VALUES OR LIVING CONDITIONS,NOR BE A DETERRENT TO THE DEVELOPMENT OF ADJACENT PROPERTIES. 6. The use may be required to be screened from surrounding uses to reduce the impact of any nuisance or hazard to adjacent uses. NOTED, THE APPLICANT WILL ADHERE TO THE REQUIREMENT OF THE CITY OF OKEECHOBEE. 7. The use will not create a density pattern that will overburden public facilities such as schools,streets,and utility services. THE PROPOSED USE IS NOT INTENDED TO CREATE A DENSITY PATTERN THAT WILL OVERBURDEN PUBLIC FACILITIES SUCH AS SCHOOLS, STREETS AND UTILITY SERVICES 8. The use will not create traffic congestion,flooding or drainage problems,or otherwise affect public safety. THE 7 BREW USE WILL PROPOSE A DESIGN THAT SAFELY MANEUVERS ITS CUSTOMER WITHIN THE SITE AND NOT ADVERSELY AFFECT SURROUNDING ROADWAYS. DRAINAGE DESIGN WILL ADHERED TO CITY AND WATER MANAGEMENT DISTRICT REQUIREMENT The City staff will, in the Staff Report,address the request and evaluate it and the Applicant's submission in light of the above standards and required findings and offer a recommendation for approval or denial. NOTE: AN APPROVAL OF A SPECIAL EXCEPTION EXPIRES IF A BUILDING PERMIT APPLICATION HAS NOT BEEN SUBMITTED WITHIN TWO YEARS OF THE APPROVAL[Sec. 70-348(4)] (Rev 7/2023 Page 9 of 11 • „ Y�'�\ Sharon Kobertson,Clerk of the Circuit Court& Comptroller Okeechobee,FL Recorded 11/30/2020 3:38 PM Fees: RECORDING S18.50 D DOCTAX PD S3,110.80 Instrument Prepared By and Return To: Rene S. Griffith, Esq. 4260 S.E. Federal Highway Stuart, Florida 34997 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED, made this2_day of November, 2020, by JGJFG,LLC, a Foreign Limited Liability Company, whose post office address is 4260 S.E. Federal Highway, Stuart, Florida 34997, Grantor, to, BE A MAN BUY LAND, LLC, a Florida limited liability company, whose post office address is 4260 SE Federal Highway, Stuart, Florida 34997, Grantee. WITNESSETH, that said Grantor, for and in consideration of the sum of Four Hundred Forty Four Thousand Three Hundred Eleven and 94/100ths Dollars($444,311.94),to said Grantor,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 real property situate, lying and being in the County of Okeechobee, State of Florida and more particularly described in Exhibit"A"attached hereto. Said land is not the homestead property of the Grantor. There is a purchase money first mortgage executed by the party of the second part intended to secure a portion of the purchase price of the above premises, which said mortgage is intended to be recorded simultaneously herewith_ GRANTOR covenants with Grantees that Grantor is lawfully seized of the property in fee simple; that Grantor has good right and lawful authority to sell and convey the property; that Grantor does hereby fully warrant title to said land, and will defend the same against the Lawful claims of all persons claiming by, through, or under Grantor; and that said land is free and clear of all encumbrances, except conditions, restrictions, easements and reservations of record, except taxes accruing subsequent to December 31st, 2019. This deed was prepared without the benefit of title examination. No title opinion, title insurance or title assurances have been requested or given in connection with the preparation of this Deed. "Grantor" and "Grantee" are used for singular or plural, as the 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 JGJFG, LLC,a foreign limited liability company et2AN4 CQQ s-A - - -- Signature of Witness By: Josep achary Ga77a Print Name of Witness Below: Man ing Member Signature of Witness rint Name of Witness Below: rY STATE OF FLORIDA COUNTY OF MARTIN The foregoing instrument was acknowledged before me this day of November, 2020, by Joseph Zachary Gazza, as Managing Member and on behalf of JGJFG, a Foreign limited liability company who {t.-it-personally known or [ J has produced a driver's license as identification. ' RENE GRIFFITH �i --aVkIL 41e,-14):_l ____ ' '' Yti Notary MY COMMISSION k GG 162356 1 ^ " `''` EXPIRES:December 15.2021 y..hy—...cs.w.e•rd Th: P,ca_j Po:gic Undi^.vrih, EXHIBIT"A" Parcel ID: 3-22-37-35-0260-00000-0040 LOT 4 AND 5 OF TAYLOR CREEK MANOR, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 4 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA. TOGETHER with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. Parcel ID: 3-22-37-35-0260-00000-0010 LOTS 1, 2 AND 3 OF TAYLOR CREEK MANOR, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 4, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, IN SECTION 22, TOWNSHIP 37 SOUTH,RANGE 35 EAST. LESS AND EXCEPT RIGHT-OF-WAY FOR STATE ROAD 70,AND LESS AND EXCEPT LAND DESCRIBED IN O.R. BOOK 217, PAGE 175, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA. SUBJECT TO TAYLOR CREEK RIGHT-OF-WAY. TOGETHER with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. 3 :I t' This inatrvment prepared and 1eg.1 de.crip og approwed 103.1 13.t e 11-16-76 J. C. MILL EH S . ay: SECTION NO. 9i070-251A Gty Fart Laudcrdala Florida STATE ROAR 70 State of Florida Department• of :Transportation COUNTY OKEECH06a (IND.WD) 629522 FAP NO. .001Y ra.-•a OP IL014lo.0 we MT ►OOTAT1O04 s ra DEED THIS INDENTURE made(hi, day of A.D. 19 7 between27- NORA D. ABNEY AND BEN-JAMIN P. ABNEY SR., AS JQINT TENANTS as partlt-r-, or the Gnat part and the STATE OF FLORIDA.far the age and benefit of the State of Florida Department of Tranaport.tlon.as party of the second part. WITNESSETH.That the maid part /.S1 of the firm part, for and In con,ideratlon of the aum of One Dollar and other valuable consideration..paid.receipt of which Is hereby acknowledged.do hereby grant, b.ryaln. well. and convey unto the party of the second part.its emcee-mars and wirta_the following described land,situate.tying • and being in the County of OKEECHOBEE - State of Florida.to-wit: PARCEL NO. 103 SECTION 91070-2514 That part of Lots 1, 2, 3. TAYLOR CREEK MANOR according to the Plat thereof . as recorded in Plat Book 3, Page 4 of the Public Records of Okeechobee • 1 . - County, Florida. in Section 22, Township 37 South. Range 35 East, being mare -• particularly described as follows: Cocm)ence at the North 1/4 corner of said Section 22; thence run Northerly along the North-South 1/4 Section line a distance of 36.95 feet to a point-• on the Baseline of Survey for State Road 70; thence S 89'54'49" W a distance of 471.75 feet; thence S OOa05'11' E a distance of 60.00 feet to a point on ' •a the Existing Right of Way line for State Road 70 and the POINT OF BEGINNING; -: , thence S 45'35'41" E for 35.04 feet; thence N 01°06'11" W for 24.56 feet; thence S 89'54'49" W for 24.56 feet to the POINT OF BEGINNING. = 0 Containing 302 square feet, more or less. ' All as shown on the Right of Way for Section 91070-2514. Okeechobee County Florida. Go OOCONDUAST Si � 3 -mo d iAI-TY-1 Al '. /o. • c1 Z TO HAVE AND TO HOLD THE SAME,together with an and singular the appurtenances thereto belonging or to � I anywise incident or appertaining forever:and the said part LQS of the first part do hereby fogy warrant the C\ c ��.{ title to said land and will defend the same against the lawful claims of all persona whomsoever. i fn rTt TO WITNESS WHEREOF.said part/La of the first past ha_P-L hereunto set let I tt_ -: a hand -and seal -the date neat above written. -. ' 0 JICNx0. stArCO 41.0 pet-Iranian In Tot .Reisnct OF. - . JI ts Av.w■ orTwowIT"a..x. "eo U,"en •T ILo"1 LA,11*dti VOLul I- C.A.... (SEAL) •1Fes' '4 '• '� �� .� (SEAL)W � , 'A (SEAL) -, 5 it- STATE OF ' £)4 COUNTY OF Ce'ir . r'NceA ia _ Beare me rsonallly appeared �.0:4'er d,lly A •I5/)"..6. • and .,W1.0P A /J t A rQ IV A.. / ,his wife, to me well known and known to me to be the Individual/described In end who executed the foregoing Inalrument and .eknowicdged before me that they executed the*"")trot foe the purposes therein esp d_reene l - WETNESS my hand and.dtfitlal t -ihts� day of AI6.PI L - ,A. D. i9�� >P • 'ti: . L �- �V ./� . { 175 ..✓ (�folarlal 1.,� ' i: '7 a r.� .. / 7 Jll r Li . ,.�: Notary Tubltc to and fo K STati t s tUIIQA•r b►+[i '�•'•. '' �'✓' and State aforesaid- -.in pia+IviL1 00 S?I MO �y' .� •-`\rf; My Commission expersf �Aft CiKtN INS tp mlifi73 . �j�..it:`S . r i - J INDFJCBD 6 RIFI$D t • t ' DI128CT �JZDlDZREtrT T' .ti - • fir. �• :1._ •,..- of '�`" tie•.i1- ---'4..."�!=e .�M• ':''+.::.....C. 4� -.'.+' _ • '� • . r.' • a R: lQ.07[ 217 rnu176 , 4 �„r UOCUMt1,11ARYrL::.•5TAMP TAXI • t=s .. t'> •_ — Q ?1.0! RL•itriuE !•i=.\\ pV to, i—. • -iC - ►• = 1Ita:1•'o \ 4:'.— 0 2. 1 0 W LIJ V 5 CO . = _ . .....27. I10CUb rNTANY • "' • '. j S U EZ TAX= �—� .: 0 1. I Q 11f Trf.= , .. a.utt LLL..��. J moil 1 3 O • • • • • • `I ` •! fl. t..•,•. .c..,a „,•.a.,._f,n. - logic 217. rrc{176 • ; — - -- —. -- - — __.rat; C7. I AUTHORIZATION LETTER To Whom It May Concern: BE A MAN BUY LAND, LLC. a Florida limited liability company (the "Owner"), is the owner of the properly located at 100 SE 8`h Avenue,Okeechobee,Florida(the"Property").The Owner hereby authorizes BREW HORIZONS LLC, a Delaware limited liability company, and/or their agents and any engineering or architecture firm that the above may designate, including KIMLEY- HORN (including Chris Ossa, P.E.),to act as applicant/agent on behalf of Owner and execute, submit and prosecute applications and any applicable materials to the CITY OF OKEECHOBEE boards, commissions,agencies and the like(including, without limitation,zoning boards, planning boards and the city commission and/or county commission) and to any property owners' association, master association,community development district or other governmental or non-governmental authority on behalf of the Owner, for the purpose of obtaining governmental permits and approvals, variances, special exceptions, property rezonings, and third-party approvals for the development of the Property as a 7 Brew drive-thru coffee location (the "Project") and negotiating conditions for the Project. BE A MAN BUY LAND, LLC, a Florida limited liability company - " By. J( � Name: r,e Gri ��r Title: .._tn‘- / vim 'Czr2c3- }R(� Date: fl5L s 1, u� STATE OF FLORIDA COUNTY OF /\..k -r r\ The foregoing instrument was acknowledged before me by means of p ysical presence or ❑ online notarization this 6-k1r, day of 1a'`'�c&,� _ , 20k4, by'Qt,,Q (,.‘teCC�41�as -,'fix of BE A MAN BUY LAND, LLC, a Pl8rida limited liability company,on behalf of the company. re of Notary Publa (Print Notary Name) r� AFFIX NOTARY STAMP My Commission Expires: 2— \� L.- Commission No.: ' "fit,Personally known, or i Produced Identification Type of Identification Produced: REBECCAPIERCE MY COMMISSION ft NH 450894 ORI.DOCS 2140431 1154759.0058 EXPIRES:December 13,2027 6/4/24, 1020 AM Detail by Entity Name .org Peognment of State / Division of Corporations / Search Record / ty-Fality Name / Detail by Entity Name Florida Limited Liability Company BE A MAN BUY LAND, LLC Filing Information Document Number L12000097439 FEI/EIN Number 46-0687668 Date Filed 07/30/2012 State FL Status ACTIVE Last Event LC AMND STMNT OF AUTHORITY Event Date Filed 04/19/2019 Event Effective Date NONE Principal Address 4260 SE Federal Hwy Stuart, FL 34997 Changed: 01/12/2017 Mailing Address 4260 SE Federal Hwy Stuart, FL 34997 Changed: 01/12/2017 Registered Agent Name&Address GAZZA, JOSEPH Z 4260 SE Federal Hwy Stuart, FL 34997 Address Changed: 01/12/2017 Authorized Person(s)Detail Name&Address Title MGRM GAZZA, JOSEPH Z 4260 SE Federal Hwy Stuart, FL 34997 https://search.su nbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=BEAMAN... 1/2 6/4/24, 10:20 AM Detail by Entity Name Annual Reports Report Year Filed Date 2022 02/02/2022 2023 01/30/2023 2024 01/29/2024 Document Imagel --ANNUAL REPOk View image in PDF format 31/30/2023—ANNUAL REPORT View image in PDF format 02/02/2022—ANNUAL REPORT View image in PDF format 03/03/2021—ANNUAL REPORT View image in PDF format 03/19/2020—ANNUAL REPORT View image in PDF format 34/23/2019—ANNUAL REPORT View image in PDF format 04/19/2019—CORLCAAUTH View image in PDF format 01/15/2016—ANNUAL REPORT View image in PDF format OS108/2017—CORLCAUTH View image in PDF format 01/12/2017—ANNUAL REPORT View image in PDF format 04/14/2016—ANNUAL REPORT View image in PDF format 01/07/2015—ANNUAL REPORT View image in PDF format OS/12/2014—ANNUAL REPORT View image in PDF format 03/04/2013—LC Amendment View image in PDF format 01/04/2013—ANNUAL REPORT View image in PDF format 97/30/2012—Florida Limited LiaDitity View image in.PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&search NameOrder=BEAMAN... 2/2 COVER LETTER TO: Registration Section Division of Corporations • Be A Man Buy Land, LLC SUBJECT: Name of Limited Liability Company Dear Sir or Madam: The enclosed Amendment or Cancellation of Statement of Authority and fee(s)are submitted for filing. Please return all correspondence concerning this matter to the following: Joseph Zachary Gazza Name of Person Be A Man Buy Land, LLC Firm/Company 4260 SE Federal Highway Address Stuart, Florida 34997 City/State and Zip Code zach@beamanbuyland.com E-mail address:(to be used for future annual report notification) For further information concerning this matter,please call: Joseph Zachary Gazza 772 546-4101 at( ) Name of Person Area Code Daytime Telephone Number STREET/COURIER ADDRESS: MAILING ADDRESS: Registration Section Registration Section Division of Corporations Division of Corporations Clifton Building P.O.Box 6327 2661 Executive Center Circle Tallahassee,Florida 32314 Tallahassee,Florida 32301 CR2E145 (2/14) AMENDMENT OR CANCELLATION OF STATEMENT OF AUTHORITY Pursuant to section 605.0302(2),Florida Statutes,this limited liability company submits the following: FIRST: The name of the hmited liability company is: Be A Man Buy Land, LLC SECOND: The Florida Document number of the limited liability company is: L12000097439 THIRD: The street address of the limited liability company's principal office is: 4260 SE Federal Highway, Stuart, Florida 34997 The mailing address of the limited liability company's principal office is: 4260 SE Federal Highway, Stuart, Florida 34997 FOURTH: The date the statement of authority became effective is: May 9, 2017 FIFTH: The statement of authority is cancelled. SR The amendment to the statement of authority is Rene S, Griffith f/k/a Rene S. losco may also enter into other transactions and execute all documents on behalf of, or otherwise act for or bind, -e company, in addition to executing an instrument -mrcio ,sCer: t v r-e c_J-k ?ongszc rose d �44) Joseph Zachary Gazza Caryl)ekt\ Signature of aut ,1 ed representative Typed or printed name of signature D Filing Fee: $25.00 Certified Copy: $30.00(optional) CR2E145(2/14) Lk 11,1(Requestor's Name) 11 111 (Address) l - 200298680622 (Address) (City/State/Zip/Phone#) PICK-UP WAIT MAIL (Business Entity Name) U'rS/0 7/1 f--U l 0ij 3--i_i 11 +#25.06 (Document Number) Certified Copies Certificates of Status Z { Special Instructions to Filing Officer: fs0 rr, - ! *p ... • • • Office Use Only r' u� :�"" J) t1Ay 10 2011 y SULKER COVER LETTER TO: Registration Section Division of Corporations Be A Man Buy Land, LLC SUBJECT: Name of Limited Liability Company Dear Sir or Madam: The enclosed Statement of Authority and fee(s)are submitted for filing. Please return all correspondence concerning this matter to the following: Joseph Zachary Gazza Name of Person Be A Man Buy Land LLC Firm/Company 4260 S.E. Federal Highway Address Stuart, Florida 34997 City/State and Zip Code zach@beamanbuyland.com E-mail address:(to be used for future annual report notification) For further information concerning this matter,please call: Joseph Zachary Gazza 772 546-4101 at( ) Name of Person Area Code Daytime Telephone Number STREET/COURIER ADDRESS: MAILING ADDRESS: Registration Section Registration Section Division of Corporations Division of Corporations Clifton Building P.O.Box 6327 2661 Executive Center Circle Tallahassee,Florida 32314 Tallahassee,Florida 32301 CR2E 138(2/14) STATEMENT OF AUTHORITY , Pursuant to section 605.0302(1),Florida Statutes,this limited liability company submits the following statement of authority: FIRST: The name of the limited liability company is: Be A Man Buy Land, LLC SECOND: The Horida Document Number of the limited liability company is:L12000097439 THIRD: The street address of the limited liability company's principal office is: 4260 S.E. Federal Highway, Stuart, Florida 34997 The mailing address of the limited liability company's principal office is: 4260 S.E. Federal Highway, Stuart, Florida 34997 FOURTH: This statement of authority grants or sets limitations of authority on all persons having the.status or position of a person in a company,whether as a member,transferee,manager,officer or otherwise or to•a_specijtj person on the following: - • - r•; - iR 1. May execute an instrument transferring real property held in the name of the company. a. Granted to:Rene S. losco ts • b. No authority granted to: 2. May enter into other transactions on behalf of,or otherwise act for or bind,the company. a. Granted to: b. No authority granted to: 'Sc Qh 2c+ttic s-t' C 2�c� Signature of aut rized representative Typed or printed name of signatu Filing Fee: S25.00 Certified Copy: $30.00(optional) CR2E138(2/14) fiNI5W4 PI CT .Oe 1 OO s a S y D nimp 7 C. , > V] r c< g mo. ;, on m X b O 6 wY cO I 0TA yL.2 Z I i�4F H• n \\ 9IJe/1 -r I ��'� O� qi a25 ��_ _ .•. - e �� h Y 1 2p j= �a � xnm�, Pr; h ° °Z im Pi' oiW o moo °ti w of "'d °� �y $ y8n- Po"Zo>>;o R Pi' z3mnx >A.{{ O zNv+p Z �vp "'y ,n1°r g 8 z C i 3 O> 90 ' m2� D Oa DOr2! ','r,m,00 §,, Z 1N 0m O O '.J 96 O S O � D O 7 aP z o °am y a a�y •rF�n� zboi>A nmyz y�<Amyy °o a� o G b�� m O2 PZ ~-i b0 OnM riA OW '� Zm erlDhl CC b-I C) y.o -O y b! 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In !i ,C m 0= a,f Z g T - T g71 4' r^° A M p A 3 D•l S C A °Ob A W -DI N a No, ~ .•D m A H HO mDnxnno o HID V,g 3 Pa 3< = p o 2,7,m 3 >„5a9 cc2 -/ > Ab 0 o m z nzn O nr n A C OzL nvrAs�2 yy jp -i° Sy C Oe n <eYi F z �� Sod o =, r^ jmp_p -_y A�e .t�$p Y= m c, DyD° yZ y, .�2 z.Oi m p5^ 6m'n'yi m ; °b Sg C�m' DA00 2vrom °'� °l7 A� S A m A h; 4 mmm 6 r y 3 mc7 mo z °p 8 ;g,,,D . 2 Mn H o y c,y$ S nO At;-2 zw,b 7Om A' ,$ N> 9 van w 20 0^' C A S In Z C C F A 6' ° "><0 �j i 4 a A Z rxr, $ oo ,'�� o�r�K " > m o' z''g, o y P: !3 . p �D 0 a mn1 " m > CAD n+hwwve�ra,u"m,rto.,xewinik."r,snsmro,mara xenn•.eruc nr eecnnuervsuw,xrs �� , BOUNDARY&TOPOGRAPHIC SURVEY /oeM 24-214 100& 102 SE 8TH AVENUE FLD WF,DL FB/PG. BSMMS/20 &ASSOCIATES 41 LAND SURVEYING SERVICES OKEECHOBEE,FLORIDA 34974 OFF T)L 1/A1F.05/23/24 80 SR net LAB.,Okeechobee,FL 3407'. CEO RGR SHEET IOFI DWG 24-114 SURVEY DATE: REVISIONS: BY: 1163.414.11324bsmacr LB B 55 PARCEL NUMBER OWNER ADDRESS 1 ADDRESS 2 CITY STATE ZIP 2-15-37-35—OA00-00008—A000 MH LAND LEASE LLC 600 PACKARD CT SAFETY HARBOR FL 34695-3001 2-15-37-35—OA00-00008—0000 MH LAND LEASE LLC 600 PACKARD CT SAFETY HARBOR FL 34695-3001 2-22-37-35-0A00-00013—A000 ROYALS 0 K LUNCH INC 324 SW 16TH ST BELLE GLADE FL 33430-2824 3-15-37-35-0010-01480-0010 4 GIRLS PROPERTIES INC 701 NE 3RD ST OKEECHOBEE FL 34972-4576 3-15-37-35-0010-01490-0100 BASHAR 625 LLC C/O BASHAR YATAK 201 SE 24TH AVE POMPANO BEACH FL 33062-5307 3-21-37-35-0020-02520—OOAO BRAVOFLORIDA LLC 4220 EDISON LAKES PKWY MISHAWAKA IN 46545-1462 3-22-37-35-0260-00000-0040 BE A MAN BUY LAND LLC 4260 SE FEDERAL HWY STUART FL 34997-4937 3-22-37-35-026A-00000-0052 BRIDGEWATER ON TAYLOR CREEK 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0110 B&T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0040 B&T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0060 B &T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0020 B&T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0030 B&T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0080 B &T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0070 B &T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0050 B&T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0100 B &T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0090 B &T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0010 B&T FAIR INVESTMENTS INC 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000—OOAO BRIDGEWATER ON TAYLOR CREEK 511 S PARROT AVE OKEECHOBEE FL 34974 3-22-37-35-026A-00000-0OS1 BRIDGEWATER ON TAYLOR CREEK 511 S PARROT AVE OKEECHOBEE FL 34974 �:a 1 w .+_ 1- _a-__•— j:_fe: .- - - �, L '� s f'j 'a'r ~' YSS' '" '+ e�C � i 1'Rr -, 1)!. -wr'- L •W I • . �i s , I a ,...„r ._ I I I dlidartk ' i' 1 •,. ,,,,1\ ' ' vii, *MAL ''''' offfic-; ic:.1 U ..ii)j w l' r y i . 14 t,: ,k'• a._4+ ( 1 err 4- C :/// 4'4 is A , /&747/1:71/4,4' 44 o LI _ *1 I-4::*: .I P,.. 1 4 I N-\* 111 er ki.,... _ +' C ' \\\ ,. \. \\4 .\_ '.'NI ,:zt. 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' 41111116" ram' ' s .. .. ...... f 1t �, •• `r . yi [ I '� ♦\. it"* *� .. 4"�`' 'f .� • sty Petition No. 44-Oo3 SE Affidavit Attesting to the Completeness and Accuracy of the List of Surrounding Property Owners I hereby certify under the penalty of law or the revocation of the requested approval sought that to the best of my knowledge and belief, the attached list constitutes the complete and accurate list of the property owners, addresses, and parcel identification numbers of all parcels and tracts within three hundred(300)feet not including intervening streets, alleys, or waterways, of the perimeter of the lands which are subjects of, or are contiguous to but held under the same ownership as,the lands subject to the application for a change in land use or zoning, said list constituting a portion of that application. This affidavit is made based upon an inspection of the tax rolls of the Property Appraiser of Okeechobee County as of MAY 6TH 2024 and the Assertions made to me by members of that Office that the information reviewed constitutes the most recent information available to that office. I therefore attest to this h`3' day of J�n-e 20Z(1 pe4,464_1. b /6 (z Signature of Applicant Date PA../l k4✓r Name of Applicant(printed or typed) lAaSs anr1useV STATE OF-FLORtflA COUNTY OF W DrCeX The foregoing instrument was acknowledged before me by means oflphysical presence or❑ online notarization, this ill day of 3 Ukn,Q, , 20 2_+ , by' AtU,1 , who is personally known to me or produced t AD(e_KS tczn5e. as identification. MORGAH L.MCCULLOUGH f n� YY Notary Pubflc ` Massachusetts 444 „, MyC mmissi2nnExpires No ry Public Signat re (Rev 7/2023 Page 3 of 11 Kimley>>) Horn May 3, 2024 Ms. Patty Burnette General Services Director City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 RE: 7 Brew—Trip Generation Letter; City of Okeechobee, FL Kimley-Horn Project No. 147875039 Dear Ms. Burnette: This letter has been prepared to evaluate the trip generating characteristics of a proposed commercial development generally located south of NE Park Street (SR 70), west of SE 8" Avenue in the City of Okeechobee.The proposed retail development includes a coffee/donut shop with drive-through window and no indoor seating. It should be noted that the site will operate with two drive-through lanes. The project location is shown within Figure 1. The boundary survey is shown within Attachment A. Access to the project site is provided via one (1) proposed full-access driveway on SE 8'Avenue. TRIP GENERATION ASSESSMENT Trip generation rates for the proposed residential development were calculated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 11°i Edition. Land Use Code (LUC) 938 (Coffee/Donut Shop with Drive-Through Window and No Indoor Seating) was used for the proposed site. The proposed residential development is anticipated to generate approximately 36 daily trips, 8 AM peak hour trips (4 inbound /4 outbound), and 2 PM peak hour trips (1 inbound/ 1 outbound). Table 1 provides the daily, AM, and PM peak hour trip generation summaries for the project. kimiey-horn.corn 200 South Orange Avenue, Suite 600. Orlando, FL 32801 407 898 1511 r- t� 1t 4: rt3 ,410 ' r M Yt 1 1. t v- f1,14 16#. . * ' - . '=""� NE 2ND ST - 1 el air,. IOW ' IIy' - -. S r� r , w _ ... • \ipp,"W. w mow , .,:n _ , ;., I" 4 et ' :11:111 ilegi f;11! : Ito ' .� -3. 10 1 �.r. {�� , i. _ , tom: 41 stA,4 - . -- . dailitt I q , ,,,..,.. li ... le _i t , .4i.k . 111, — iir' F �,,,• NE PARK ST(SR 70) . - $ 1 ..wr i t t .. :11 , fan* r:. - '� .• ' r. i . ..- t 1 i P .. .1 • rtat * 4, ,..‹, ___, .......„ 1445. w ......_ uMY_ yew.• _ .°`' 'i ►` - $ 1 el 111. raw, ... LEGEND �r irs r-d---•- 11411' r .. nProject Location 4 , ' . • j 7 Brew Okeechobee Kimley»>Horn Figure Project Location Map Trip Generation Letter ©2024Kimley-Hom and Ar,clates,Inc. 2 May 2024 200 5 Orange Ave,Suite 600,Orlando,FL,32801 0 Phone'(407)-898-1511 Kimley>>>Horn Table 1 —Trip Generation Potential ITE ITE Trip Daily Trip Generation Land Use LUC Size Units' Rate Total Ina Out' Coffee/Donut Shop with Dn e-Through Window and No 938 2 DTL 179.00 358 50% 179 50% 179 Indoor Seating a Total Generated Trips 358 179 179 0 Pass by Trips= 90% of external trips 322 161 161 10%of Adjacent Street Traffic 10% of external trips 5,022 2,511 2,510 Net New External Trips 36 18 18 ITE ITE Trip AM Peak Hour Trip Generation Land Use LUC Size Units' Rate Total In2 Out2 Coffee/Donut Shop with Drive-Through Window and No O 938 2 DTL 39.81 80 50% 40 50% 40 = Indoor Seating Total Generated Trips 80 40 40 cu 2 Pass by Trips3= 90% of external trips 72 36 36 10%of Adjacent Street Traffic 10% of external trips 360 180 179 Net New External Trips 8 4 4 P PM Peak Hour Trip Generation Land Use ITLUC Size Units'EI Pate' Total In2 Out1 Coffee/Donut Shop with Dme-Through Window and No = Indoor Seating 938 2 DTL 15.08 30 50% 15 50% 15 co Total Generated Trips 30 15 15 n) O. g Pass by Trips3= 98% of external trips 28 14 14 10%of Adjacent Street Traffic 10% of external trips 386 193 192 Net New External Trips 2 1 1 Notes: 'DTL=Drive Through Lane r Vehicle trip rates,directional splits,and pass-by per data and procedures outlined in ITE Trip Generation Manual,11^Edition °Pass-bytrip rates were applied for ITE LUC 938 Coffee/Donut Shop Kith Drive-Through Window and No Indoor Seating as reported in the ITE Trip Generation Manual. 11th Edition Appendices. SUMMARY This trip generation letter has been prepared in support of a proposed commercial development which will include a coffee/donut shop with drive-through window and no indoor seating generally located on the NE Park Street (SR 70), west of SE 8' Avenue in the City of Okeechobee. It should be noted that the site will operate with two drive-through lanes. Trip generation estimates from ITE trip generation rates show that the proposed development will generate approximately 36 daily trips, 8 AM peak hour trips (4 inbound /4 outbound), and 2 PM peak hour trips (1 inbound / 1 outbound). Sincerely, Alex Memering, P.E. Attachments: Boundary Survey kimiey-horn.com 200 South Orange Avenue, Suite 600, Orlando, FL 32801 407 898 1511 Kimlep> Horn Attachment A: Boundary Survey Itimley-horn.com 200 South Orange Avenue, Suite 600,Orlando, FL 32801 407 898 1511 CURVE TABLE: C-1: DELTA: 04°44'52" RADIUS: 601.1 2' LENGTH: 49.81' LEGAL DESCRIPTION: I LINE TABLE: LOTS 1 , 2 AND 3, TAYLOR CREEK MANOR, A L 1: S 45't❑'D 7" E 34.72' SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, ❑ STATE ROAD NO. 70 (ASPHALT ROnO)R/W YAWN vnRlE$ I:ryICRI rE BRIDGE FENCE CORNER PAGE 4, OF THE PUBLIC RECORDS OF Z GONCREIE NRR a CANTER STORM DRAxI OKEECHOBEE COUNTY, FLORIDA, IN EDGE a ASPHALT ` LESS&EXCEPT PARCEL SECTION 22, P\TOWNSHIP 37 SOUTH, END a FENCE (O.R.B.217,PACE 175) LLS LP' I 155.20' CONCI1EiE wn x TELErNOxE RANGE 35 EAST. --- -- -- . - iEncsrn. 1 LcPOx �. N B 9 413 15 E 1 3 0.6 4r—ENw.I •1y wv nN.. a"' LESS AND EXCEPT RIGHT-OF-WAY FOR STATE �� n '5, oZn ` TRAFFIC HONE CONCRETE unurr POE lakii6, / SEr5/E"IRON Roo ' , 4pAL POLE ROAD 70, AND LESS AND EXCEPT LAND rnrllEss coR„ER a cAP-PSM 6Rt6" ��b SET S/6"IRON RODDESCRIBED IN O.R. BOOK 217, PAGE 175, qIN a CAP-PSN 60T8 zs° ounD vx NAIL / OF THE PUBLIC RECORDS OF OKEECHOBEE p'rn 00 5E1 SOUR LOT 1 0540 0wLWRr- 0fi a COUNTY, FLORIDA. N° a SUBJECT TO TAYLOR CREEK RIGHT-OF-WAY. SCALE INFEET YV - ZI SCALE: 1" = 30' / T 8 ? A UT :5_ _ -- II N Q g I - w CATCH II PROJECT SPECIFIC NOTES: �O / z'�� as --_N R VN w if, 1 ) BEARINGS SHOWN HEREON ARE BASED to °ry -CO tnl _�ows ON THE SOUTH RIGHT-OF-WAY LINE OF STATE ha / LOT 2 b. PaE`r & p 1�^ ROAD 70, TAKEN TO BEAR NORTH 89°48'1 5N U / Tv EAST. ce N 4/ PARCEL CONTAINS 6[rnc 7�— le.o•- _ �--'C 2) THE SURVEY DEPICTED HEREON IS NOT 2 0.64 ACRES AN6 O P^ UI COVERED BY PROFESSIONAL LIABILITY FO c Q�t _ 6- ssr /61xoNxOD INSURANCE. I. S Io o. x CZ•rsu ew+" 3) PARCEL ID: 3-22-37-35-0260-00000-001 0. 8f.0„EREIE $ 8 + 4) SITE ADDRESS: 100 SE 8TH AVENUE. / 10D• G a 5) UNLESS SHOWN OTHERWISE, ALL �4 fig/ o'° MEASUREMENTS SHOWN HEREON ARE e0. e.0' Y CALCULATED(C) AND MEASURED(M). N°O / LOT 3 EdCREE �� "°• ---ti d / ri 1e0. N is WATER I I 2 EMS a FENCE n NE EP I LEGEND: / MOO(FENCE / S 89°ae'ts"w z1B.37' 1 O.R.B. - OFFICIAL RECORDS BOOK / I I CONCRETE :- room S/6"MiON 3 WATER 1 FOUND 5/6"IRON LO`F.REO - STOPS - ROD k CAP"51)6" u YE1FP (C) - CALCULATED / / Roo a CAP rt6 cDNEREIE LOT 4 Lao 0s' I IC) MEASURED / / z6' ____ ss i _ h' \ Li 1 (P) PLAT / / SN I,I I STORY RESIDENCE I L VA I REVISIONS: NOTES: BY DATE DESCRIPTION BOUNDARY SURVEY /- ,/ fQ'} ) Z ' Z�/-• 1. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. A D M. .NARRO 2.THIS SURVEY IS'NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL CERTIFIED TO: PROF SSIONAL SURVEYOR AND MAPPER RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER'. STATE OF FLORIDA CERTIFICATE NO. 'P.EN. 6024' 3.THE DESCRIPTION SHOWN HEREON WAS FURNISHED BY CLIENT. 4.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. BE A MAN BUY LAND, L L C. 14512 NV 276TH STREET ,6. ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS, IF ANY,ARE OKEECHOBEE, FLORIDA, 34972 SHOWN HEREON. 072) 486-6160 DRAWN BY: WC CHECKED BY: DMN 1 C.F. - 19-346 TC MANOR SURVEY DATE: OB/27/19 I F.B. - SOKKIA02 JOB NO. 19-346 1 SHEET 1 OF 1 SHEETS . - —' _. - - - __ - LEGEND !4 -° ♦ S t 4 f-•' 5 /\ EXISTING PROPERTY/ROW LANE # 4•.4 `� •_ LY 1 NORTH LANDSCAPE BUFFER •Ye . " / L NE PARK ST ———— BUILDING SETBACK n c -..,e� (SR—70) Ir r 'r -IT STOP BAR MO PAVEMENT (- 2 GRAPHIC SCALE IN FEET STOP MARION°. 9 r _--. --. __- 0 t� 40 NE PARK ST PROPERTY LOCATION N PROPOSED CONCRETE SIDEWALK 4 PADS O i �-•.~^ — PROPERTY BOUNDARY IONSITE ASPHALT PAVEMENT AREA .1 p� �•. 5 _ ONSITE CONCRETE PAVEMENT AREA g1.9• "� \\ a bt • LANDSCAPE AREAS(SEE LANDSCAPE PLANS. 4° _' y \ \ F I I OTHEAWSE SOD) r y Z�•I / / �4� \ EXISTING LIGHT POLE —q.r `I �.� i • �.� -- / 23 __ R13'r RIS' \ \ •\ p LOCATION MAP Z • ---- III• poi ER ow \ I PROPERTY BOUNDARY N.T.S.fi 6,im ' // /SLOW �I I, A 13B• 1 \ I p� S81 44,C // cuss DOORS / -; 1 A x �v / , / T — Y + I �Ex s ORM s RucnRE GENERAL STATEMENT �� i e IG' I I h� z.� �• g j� I1 I f u �T ' CLEAR EXISTING AREA FOR THE CONSTRUCTION OF A NEW 7 BREW DRIVE-THRU COFFEE USE THAT INCLUDES A 535 SF BUILDING AND A 140 SF 0 Q i ( EST.FFE X/ ICI I f� • REMOTE COOLER.7 BREW IS A DRIVE-THRU USE ONLY,NO INTERIOR SEATING AND/OR WALK UP FACIUTIES ARE PROPOSED.PARKING SPACES o v s e s /I A • K oc/ \� I o 2J'� I t•�� I A 4•g41E PROPOSED ARE FOR THE USE OF 7 BREW EMPLOYEES ONLY,SITE IMPROVEMENTS INCLUDE,BUT ARE NOT UNITED TO,PARKING 8 DRIVE AISLE R. n 8 // / '� ,j I x A �1 (T/p•) y o I AREAS.DOUBLE DRIVE-THRU LANES,BYPASS LANE,DUMPSTER ENCLOSURE,WATER 6 SEWER UTILITIES,ONSITE STORMWATER TREATMENT Q a F A// I `.. I I EX.18'RCP INFRASTRUCTURE.AND LANDSCAPING. ^ c i K 1T1€ / PROP.140 II 'Sr/ I% t 24' I 2 ^ O-R 8 /%/ g `�,I I I I PROP.LIFT STAT ON O s SAY L J SITE DATA / i�'S / \ 0 I ADDRESS. 100 SE 8TH AVE, ff a,`'Y n 3 / / > OKEECHOBEE FL.32940 CU i // �• I S. / (TIP) S m / A Cr1= I j I 24'STOP BM ( �-I L Y LS'BUFFER Q FEMA(FIRM): 120093C0480C EFF.07/16/2015 W< i f1 / / ) \ \ _/ § A /IA • _ AND S7aP SIGN \ it FLOOD ZONE ZONE AE 1 :a=1 4S �tRIS' BUILDING • ZONING PARCEL ID. HEAVY COMMERCIAL + a <c / AA R3 1 00 FLU: COMMERCIAL FUTURE LAND USE COMMERCIAL n� 's // i r cc,c PASS A1RU(= I / R25. PROJECT AREA- 327,478 SF(30.63 AC) II OG // / rr•A w INCZON : COMMERCIAL EXISTING BUILDINGS GFA OSF he 8 74 51 c / STIMYIIIA77OI r ••••�• I / 'a (n PROPOSED BUILDINGS GFA 675 SF I. // / RETENTION • 11= �''. , �� N R13' PROP DUNPSTER FLOOR TO AREA RATIO: 675 SF/27,478 SF=0.02 / 24•STOP BAR 1 12"Wit EX STRUCTURES TO REMAIN OTT' 0 SF .5 / i,,«,,/��,�//,/ N-a AND STOP 90N I I (TYP.) PROPOSED STRUCTURES QTY. 1 o f // • 1 WOOFED TYPE-F I S' PROPOSED STORIES OTY 1 j // _ t�� N CURB(TYPJ I X-WALK BUILDING TYPE. TYPE ILA g H <s / - EX.FIRE HYDRANT PROPOSED HEIGHT. 19'4" �A�� / 1— 'A� — MAXIMUM BUILDING HEIGHT 45' 8 zd M j e /L — I �� - �_ mRo __— — PROPOSED CANOPY HEIGHT: 10' go N ��' - PROPQt7Y BOUNDARY LOT COVERAGE 2 83% § cc 0£ ),y 5 e fi PERCENT PERVIOUS/IMPERVIOUS AREA k Ti PRE DEVELOPMENT AREA 27,078 SF o S BUILDINGS 1,998 SF 7.27% 2: 4 4 U m a PAVEMENT(ASPHALT/CONCRETE). 5,374 SF 19.56% W M 0 TOTAL IMPERVIOUS AREA. 7,372 SF 26.83% p '`- 4 • k,. TOTAL PERVIOUS AREA 20.108 SF 73.17% 0 n Q Q m m a m O p m m s POST DEVELOPMENT AREA 27,478 SF •4 n! BUILDINGS. 675 SF 2.46% x. 5 1 0 A j PAVEMENT(ASPHALT/CONCRETE). 14,048 SF 51.12% n y RETENTION AREA(AT T.O.B.) 3.371 SF 1227% m• FLU: COMMERCIAL TOTAL IMPERVIOUS AREA 14,7235E 53.58% i S TOTAL PERVIOUS AREA: 12,755 SF 46.42% ZONING: COMMERCIAL '8 PARKING SUMMARY 5° � PARKING DIMENSIONS: REQUIRED STANDARD PARKING DIMENSION-9FT X 20FT Z O REQUIRED ADA PARKING DIMENSION-12FT X 20FT Q E: CIVIL ENGINEER PROPERTY OWNER DEVELOPER PARKING CALCULATIONS'. g: CHRISTLW OSSA.PE BE A MAN Bur LAND.uC BREW PRo7O SF FORMULA REQUIRED PROVIDED F� KIMI OFFICE AND ASSOCIATES.ACE,SLATE INC. A250 SE FEDERAL MW Y. BREW HORIZON.DC 535 SF 1 PER 75 SF 7 SPACES 7 SPACES L"L 5 7341 OFFICE PARK PLACE.SLATE 102 STUART.FL 31997 2000 WEST PARK DRIVE.SUITE 130 G S MELBOURNE.FL 32940 Assl ASSd183 WESTBR000 H.MA 01551 I I o f n2+1430-113A013) CHRISOSSA®NMIEVAOBR COM 7 DPROTOCTRANSCENDENTBRANDSCO.COM HANDICAP SPACES REQUIRED PROVIDED 1 SPACES 1 SPACES H NUMBER OF EMPLOYEES. — f 6 (./) 3 e HOURS OF OPERATION. LEGAL DESCRIPTION: (BY SURVEYOR) SUNDAY THRU THURSDAY: FRIDAY AND SATURDAY a1 LOTS 1,2 AND 3 OF TAYLOR CREEK MANOR ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 3,PAGE 4,OF THE PUBUC RECORDS OF 5:30 AM-10 PM 5:30 AM-11 PM OKEECHOBEE COUNTY.FLORIDA.IN SECTION 22.TOWNSHIP 37 SOUTH,RANGE 35 EAST.LESS AND EXCEPT RIGHT-OF-WAY FOR STATE ROAD 70,AND LESS IA E AND EXCEPT LAND DESCRIBED IN OFFICIAL RECORD BOOK 217,PAGE 175,OF THE PUBUC RECORDS OF OKEECHOBEE COUNTY.FLORIDA DRIVE-THRU. VEHICLE STACKING.16 VEHICLES g E DRIVE AISLES 1i i SUBJECT TO TAYLOR CREEK RIGHT-OF-WAY • 12.5 FT WIDE DRIVE THROUGH OWES FOR ONE WAY L.L. • 24 FT MADE FOR DUAL TRAFFIC o'e 12 FT(MINI WIDE ONE WAY DRIVE AISLE D SETBACKS > _ BUILDING REQUIRED PROPOSED o g SIDE SETBACK SETBACK u . NORTH (SIDEANTERIOR) 8 FT 31 FTW SOUTH (SIDE/CORNER) 8 FT 61 FT U. W\ 8` EAST (FRONT) 20 FT 138 FTLA- H O N o WEST (REAR) 10 FT 13 FT CO Ul I.L II Wi < 0 Q m• LANDSCAPE: REQUIRED: W W NORTH (SIDE INTERIOR) 2 FT / ) a 0 u1§ SOUTH (SIDE CORNER) 2FT V EAST (FRONT) 10 FT W WEST (REAR) 2FT Q W 0 8 CD co\— FLOOD ZONE \— N- o g" THE SUBJECT PROPERTY DOES NOT LIE WITHIN ANY FLOOD ZONE ACCORDING TO FLOOD INSURANCE RATE MAP.COMMUNITY-PANEL NUMBER W £ 120093C0480C.OKEECHOBEE COUNTY,FLORIDA DATED JULY 16.2015,AND ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. Y O m 2 SHEET NUMBER $' C-100 I'.. } ��• r�' tr.p- �r�• L V ISI9I 5 r 1 RREV DATE DESCRIPTION ° ° I El 1 0! ,( IT.D' S.a• I I COPYRIGHT O 2022 pp of I I r, u b../4 uC f k ea.INT[_Su.NrwN AMIN I O. CE STAND,0AECD0PMEE UPTON STSUPPLIER D� AINDD,,17BY EQUIPMENT S SUPPLIER I OVERFLOWSCUPPER 'OO OM A I ODvR Sa •Z'ADOyE FlbSNED RODE Mnx 0 A' - 1. i. _ iP f =umumilh�umgmuuumuuuuuulumquumumiu uuuuuuimuuuo ummummmmgquuouumi \ • 1i I IIu_iu I➢_ .f 1 , . mn ■, ... RI I i— / MULES.DIVERT WATER AROUND ALL - u c ' +e3 \ fF�I re RTVFAND[ELnTFO EQUIPMENT try P) I- �!I I .1_4 r __ W 2 RTO-I COORDBNr.WIND STRUCTURAL 9 \-� ii ,�-• I P M ®O■ Da O1:1 I Lam. �I . "P�P'�`' I� < ■ I I v 0 E fREFWSHED GUnRO '- J 1 I` N 8 is,' y �, _ RAIL a2'ADO/E r'lr. L---CI ter/ 9 i _- — ' -IE b FDd5NE0 FLOOR a \ � \W m a� x-` I I N SLOPE vd:u s L/l!�� \ 00 _ — b sr B 41:110 1 6 L r Q t (MIN.) L'- -} _ $ 17 .Y- I / fr-.I I b <N C CONDENSnTE DRNN IRf I 3 il TE[MNNTE AiC VOPT �4,7 Y _ --L-^.r_. S I LL-co C Q OR AS REOURED DY AIU OPEN r_- < �M� 1 a'av2' o- l��) ry.. it �,. %\F\\ 000 O F w LL /\ /_/ 5527.C b.SLCAFLAN ALTERED[CDFI.G E w �', �` �'c _ b I I \.�I ` _ / r -' PER F/APPROVED SYSTEMS DEIUT -1 h: A �i \ R 1 �• MI EI Ps 1,�:,.k j e gr/I\ �iuuumiumrouumlNl®uoiwl mlumii�mmmilimmunllmiimmuuiilolmmuuuuuuuuiilirr � � II v f- I I I I. III�IIII�IIII�II II �. Itu___i II—Iat v SrEEI CANDPY WRNPEO "" ` OVERFLOW SCUPPER WPC BOTTOM WIND BREA[METnI IMP I I•Y ABOVE FVBDIIED ROOF MAX SEE STRUCTURAL PLANES jo.9 na- 1 6'♦5/a' I6{ 2 0' r<' IIFOR CANOPY FRAMING ,k1,, -Y 13QVWAlI SCUPPER 16'RD' - 1 I / / \ DOWNSPOUT I ICL o I M I 0 I CC 0,5 I I L 0 I ° ° 0 1:3 ElU. ...II1 J b� 136-A• /r-a.1, 1 F1, y�,EN 84 O MEZZANINE / ROOF PLAN FLOOR PLAN v p,qp Scale'1/4'= IN t7 , A100 Scale:1/4"=1'-0" .r , 4, F '`F THRU GO j � d -..,,,,,,,,,1:.,ca tr r,0.-ore. Base Insulation layer Top Insulation layer Roo/Coat/!Note IS) O Sys. Dace No. (Ne4 11 Type Momsatt ) TYpe Moses sy,M Type flood 1 dl' S327,Ge10055Wun Amman(on )An cxuunu5 ��/P�A Min2,5011 psi (Optional)Additional laver,base S33],GA10, Suvcd 2110 VC 91.5 i 1.P C-1. structural MM.2-inch ACioam It Samatherm a Insn.Slp insh-Stik torc+ate in,uRlion Sikaplan AdhetN Min�2.500 psi - , NI' C.2. structural Min.1.SVd stations ll,Sarnaterm-a Somme! IOpI.lIoy dddonai layers bate _SamamlDM S13].WIO, Sarnuol ll)OVC,Sarnacd .97.5 rcmte OM-BA Insulation BA Slkaplan Adhered 2121,SIMON,SSMA M 4:0614e`<2,"SOD 00, Mm.IS.inch pf3wm n,Sunaderma N Sheld, Sammy! Min.0.25Jnd DensOect or Samuel OM S337,W ID, O J C-3. structural Smootherm OM-BA DensOeck Prime IA SDaplan Adhered Sarnawl2))OK -]2).5 Ii it • MO,2.500 pit Min 1S-bch ACFoam R.Somasherm-L H-Shield. Samacol (Optional)Min.0.25-loth DeroDect Samacol OM. S327.Ge10, Same<d 2170,Samosa! ate C-C structural SamaMerm OM-BA or Dens°NPrime BA Slkaplan Adhered 2121,Sikaplan SSMA -15D.0 ai ` eYF ++ Q cv U concr Min.1.5-inch ACFoam II,SRrnatherm-a,ACioam III, MIT 0.15inN sarvtAerm NI Cover �\ I- Mb2.500psi Sarnatherm-a CO.ACioam Supreme.Sarnatherm-a Samuol Board or lnHnsa Roof Board or min Sama<oIOM Sirnam121)O,Sarwol V V, C-5. structural CG Plus.rmCG,.$ama3.Smathetreb CG. 533],Wle -165,0 /1\ Coweu SamaNerm CG,ENRGY 3,Lmatherm-m.ENPGT3E5 OM-M OSIrchSomaderm Roolboam Hor BA 1170 VG Samam12111 Y/ H-Sheld NO O PSI.Samatharmm iS PSI Min.2500 psi Smotesamawl - L C-B. structural Min.0,5 irch ACFoam IL LrnaNerrr.a 2163, lOm mptlwbenall Additional layers bate 23U3. Sl3]. Samard 21)0 vC,Sunacpl .9].5 0 COMM!! Saacol lion Samacol AO- Sabotae.Adhered Adhered 2121,11,0m 5SMA AD-BA BA INN. 5amamlM2,50pMin.]Sinch ACioam II,SunathermA H.SMeb. 2363. Min e.35-inch DensDetk or I163, 532J,W1D. Sunoco]il)O VCSunoco! Q ti ,`C] structural .131.5 WWI. Sarnitherm Samacol 00010.ct Prime Samuel A.O. Sltapbn Adhered 2121.Sampan SSAN AD-BA BA iii MI moral p,i s.matd Samos' DATE' 1°/03/22 C.B. uOurl MM.)Sb[h ACFwmu,LmaNerma 23E3, (Optbnal)addnionalflyers el base 2163, S332,W10, Samacd 2370,Simacoi 1215 concrete Samacol insulation Sarrotd AD Lkaplan Adhered ilxl.SDadan SSMA D_22078-AD-BA m Min.1.5.1nth ACioam IL Sarrurherm-a,A6wm 111, MM.0.25-loco samatherm M Cover DRAWN BY JAD 3 Sarnacal 2063 of Min.2,500 psi s P5.2,m-a CO.ACIoom Supreme,Sunotherm.a Beam or meinsa Roll Board or min CTtCKtD BY JAD 3163, i16), Somata,21)0,&wooed .165.0 C-9. rtrvdunl CV Plus,H-Shield,Samatherm,N.Shieb CG, 0.5.inch Sarnatherm Roolbeard N, S32),Ge10 Samacol SunamlAO- 2170 VC S+ma[o12121 concrete Sarmtherm CG,ENRGY 3,Somathermtn,ENRGy 325 H-Shield ND,Sarnatherm Roof Board P51,Samalherm.m 251S1 A6M A411 or ACFoam-III NO Rootboard BA OF A100 22 fitV1519115 REV. DATE DESCRIPTION ELEVATION KEYNOTES (1.STANDING SEAM ROOF I BERRIDGE ROYAL OWE 24'R. TOP Cf ROOF —.— .—.----- # NOTES TOP OF T _ __ O TOP Cf CJVLU �$+ 1 STEEL CANOPY WRAPPED WITH BRAKE METAL-SEE —' COPYRIGHT 0 2022 9'-0" (14.BRACKETS UNDER ROOF EAVES I IT-4"`-iv STRUCTURAL PLANS FOR CANOPY FRAMING ALL MRS[231010 MR rims.1: BRACKETS/CO[BELN OTA Et ROOF EATEN• 2 BRACKETS/CORBELS UNDER ROOF EAVES-SW7674 Peppercorn _-NisiA PEPPERCORN 3 WALL MOUNTED SPEAKER SYSTEM .L N."r N�� 'r"''ier..;o< :EPARAIE 4 ADDRESS NUMBERS TO BE 8"TALL X 2"BRUSH STROKE DA 5 ELECTRICAL EQUIPMENT-SEE ELECTRICAL © O TOP cFU--.. I~ 0 6 FROST PROOF HOSE BIBB uI$' �, SEYiEN BREW I C. 7 EXTERIOR WEATHER PROOF OUTLET-SEE MEP O' 8 EMERGENCY ROOF SCUPPER/OVERFLOW DRAIN II I DRIVE Ttt1M1 cac 0 9 SURFACE MOUNTED SIGN PANELCC O 10 TOP OF FOOTER-COORDINATE WITH CIVIL a,. - 0 ,O. i� TOP or EIFS BAND AT TOP OF CMU U --IF �:E_�_1_� - - - p-0�0143/7 W� 1 i _ _ _ __ ELEVATION LEGEND ~— WwaY Hom H._. �[o E O s � 0 I 0 T$•� TAG DESCRIPTION/NOTES CC to P. o WHITE ARCADE wre A BOARD&BATTEN COMPOSITE SIDING-SW7100 Arcade While < 1 `m GUTTER I B PAINTED SPLITFACE CMU all.Stucco Brick) SW7674 Peppercorn 3_ `ROYAL CLUE - O C BRAKE METAL CAP FLASHING-BERRIDGE ROYAL BLUE -O e F, u ------- -' - r- � D METAL SOFFIT PANELS MI.A."Lo v? o „ 0-nenaiiMaXID 0 3LCr E STANDING SEAM ROOF-BERRIDGE ROYAL BLUE LL m F COLUMN WRAP-BRAKE METAL-BERRIDGE ROYAL BLUE Z t0 - c 8 -.—.-— Fit FLOOR G ROUND STOREFRONT SIGN-SUPPLIED 8 INSTALLED BY SIGN O'N rn 3 . ITB.CANOPY/AWNING) - Q.�/ VENDOR O F W BERRIDGE ROYAL BLUR (10.POIICX/PORNO) H 1/4"THICK ACRYLIC SIGNAGE APPLIED TO SIDING W/DOUBLE r/\ BERRIDGE ROYAL BLUE STICK TAPE �.%\ (OB.SQUARE COLUMNS) J BRAKE METAL CAP OVER CORNICE-BERRIDGE CHARCOAL eSOUTH ELEVATION BERRIDGE ROYAL BLUE K HORIZONTAL COMPOSITE TRIM TO ALIGN WITH CANOPIES Scale:1/4^=1'-0" L ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR NOTE:BUILDING SIGNAGE SHOWN IS NOT FINALIZED. BUILDING SIGNAGE TO GO THROUGH A SEPARATE PERMIT REVIEW PROCESS WITH AHJ. to C 0 LP R > C, W �To Cf ROOF —_ (1.STANDING SEAM ROOF) . $� 24'R. 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S yr DO 11 EIFS BAND AT TOP OF CMU -t4RU-' oaorr -01-r �r-s ELEVATION LEGEND cc m TOP OF TAG DESCRIPTION!NOTES v i�DOOR 1'IFJm HB6fi TZEBEIZGLEGELIZI A BOARD&BATTEN COMPOSITE SIDING-SW7100 Arcade White 1 ,D `�T- -- - - 4' B PAINTED SPLITFACE CMU(alt.Stucco Brick)-SW7674 Peppercorn ~ - ' (lg.CANOPY/AWNING) • -_ . C BRAKE METAL CAP FLASHING-BERRIDGE ROYAL BLUE ,'ElE BERRIDGE ROTA!BLUE D METAL SOFFIT PANELS U d S 455 __ E STANDING SEAM ROOF-BERRIDGE ROYAL BLUE g�g / - - O F COLUMN WRAP-BRAKE METAL-BERRIDGE ROYAL BLUE S ? d © G ROUND STOREFRONT SIGN-SUPPLIED&INSTALLED BY SIGN W N RD a VENDOR o o o H ^1/4"THICK ACRYLIC SIGNAGE APPLIED TO SIDING W/DOUBLE MI m In o F4�f FLOOR TAPE 4 m-8F J BRAKE METAL CAP OVER CORNICE-BERRIDGE CHARCOAL z a LL OS K HORIZONTAL COMPOSITE TRIM TO ALIGN WITH CANOPIES 0•"I m gi o a I L ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR CI O -w LL �\ WEST ELEVATION '� �' A201 Scale:1/4"=1'-0" NOTE:BUILDING SIGNAGE SHOWN IS NOT FINALIZED. Y ,V/I\ BUILDING SIGNAGE TO GO THROUGH A SEPARATE PERMIT REVIEW PROCESS WITH AHJ. V) C 0 CO a) (14.BRACKETS UNDER ROOF EAVES) BRACKETS/CORBELS ONES ROOF EAVES• 5111614 PEPPERCORN ]+D'uGE to BE BY 9EPAPAR4:0,1361 PKn MIL! G 4 ink 20'�TOP Cf RocF- - - — Toe of(l1�U- - - y�, Q 0 JEM eR D I._ - C It 24 (15.CANOPY/AWNING) 69�_ Z _ �Ln O4,4 BERRIDGE ROYAL BLUE N C NRu A ,LN GET,BE SEPAPAR 4E B4 (� T G O (V ye F4 �B 1 ,BREW O I L,rHRU CO�� O 474..} ��:Ai o,.IWG A, TOP OF Cyr +� C e F V/ -�--�UIr- r _______._ DT_---- ______ • SW7100 ARCADE WHITEO 0 ROYAL BLOC O 1 - (10.PORCH/PORTICO) SW1674 PEPPERCORN ill l BERRIDGE ROYAL BLUEI. ..Cm M Fltsti BOOR WEcoW Sit HE19ff (U.EXPRESSION LINES) (L VERTICAL,RECTANGULAR WINDOWS) • 109.SQUARE COLUMNS I _kii 0 HORIZONTAL COMPOSITE RIM BERRIDGE ROYAL BIDE ,�B TO ALIGN WITH CANOPIES L (1.1 � EAST ELEVATION ISOMETRIC 2 ...I• Scale:1/4"=1'-0" Scale:1/4"=1'-0" �O 3 U) L- a. co L N N 0 't. Q IN" Na ANT[ 10/03/22 _19B 12201E-1 DRAW BY JAO 6 CrtO(CD BY JAO OF A201 22 Kimsey>>>Horn June 19, 2024 Ms. Patty Burnette General Services Director City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 RE: 7 Brew Drive-Thru Coffee Queueing Analysis— 100 SE 8th Ave, Okeechobee, FL Dear Ms. Burnette: Kimley-Horn and Associates, Inc. has undertaken the following queueing analysis to evaluate anticipated drive-through queues for a proposed 7 Brew Drive-Thru Coffee located on the southwest corner of NE Park Street and SE 8th Avenue in Okeechobee, Florida. The proposed 7 Brew Drive-Thru Coffee contains a 535 square foot building with a double lane drive through and a pass-thru lane within the subject parcel totaling approximately 27,478 square feet. Per the request of Ben Smith with Morris Depew acting on behalf of the City of Okeechobee, a stacking/queuing analysis is required to demonstrate that the proposed facility can accommodate the AM Peak period vehicular traffic without exceeding the stacking available on-site and that it does not cause impacts to the surrounding roadway network. Kimley-Horn has prepared this stacking analysis to be included as a part of the Special Exception Use (SEU)application to the City of Okeechobee to determine if adequate stacking/queuing is provided on-site. The conceptual site plan for the project site is included in Attachment A. Project Description The proposed development plan includes the implementation of a dual lane drive-through. The proposed drive-through configuration allows drive-through access from two separated lanes, each with its own employee/operator taking orders from customers via tablet. Patrons are expected to be distributed evenly between the two drive-thru lanes. During peak periods, two order pick up operators will be situated in the drive-thru, four operators inside the coffee shop processing orders, and one operator at the pickup window distributes orders to the patrons to expedite the process. After placing an order, vehicles then continue in both lanes before receiving their order at the end of the drive through at the pickup window. Since multiple orders can be placed at once, the efficiency of order taking is greater; therefore, more transactions can be handled at dual drive-thru lanes than at single drive- thru lanes at peak conditions. This analysis was performed to determine the adequacy of queue storage for this proposed use and at the final order pickup window. The results of the analysis are summarized below. Kimley >> Horn 7 Brew Drive-Thru Queueing Calculations Queuing counts were collected at three nearby 7 Brew locations from the hours of 6:00AM to 9:00AM, based on 7 Brew sales data, this timeframe constitutes the highest sales volume at their locations and would result in the highest number of vehicles in the queue, data was not collected during the PM hours due to low sale volumes in comparison to the AM peak hours, as communicated by 7 Brew. The 7 Brew locations studied were: • 1165 Palm Bay Road NE, Melbourne FL 32904 • 111 Valor Drive SE, Palm Bay FL, 32909 • 5422 Okeechobee Road, Fort Pierce FL, 34947 These queueing counts considered the number of vehicles in the drive-through during five-minute intervals. The total number of queued cars after the pickup window were counted. Based upon the queueing count data of the nearby 7 Brew's, the maximum number of queued vehicles occurred between 7:00AM and 8:00AM. The collected queuing counts are provided in Attachment B. Proposed 7 Brew Drive-Thru Coffee For this analysis, customer demand at the 7 Brew Drive-Thru was evaluated to determine a conservative peak queue that could form after the pickup window upon buildout. Then, the capacity of the proposed drive-through design was evaluated for adequacy to provide for the peak stacking demand. As shown in Table 1 below, the average drive-through stacking demand was six (6) vehicles in total consisting of on average three (3)vehicles in each lane, while the peak queuing demand was thirteen (13) vehicles in total consisting of seven (7) in the first lane and six (6) in the second lane after the pickup window. It should be noted that the number of vehicles queuing after the pickup window includes the vehicle at tablet ordering operator receiving their order. The proposed drive-through has a maximum stacking capacity of 16 vehicles (eight(8) in each lane) resulting in enough stacking to adequately handle both the average and peak drive- through stacking demand. The proposed drive-through was configured utilizing a standard design vehicle size of 10ft wide by 20ft long. Table 1 - Proposed On-Site Drive-Through Queueing Demand Summary Provided On- Maximum Site Drive- Length for Each Average Queuing Adequate Through Vehicle Queuing Vehicle Vehicle in Vehicle Demand Queuing Demand Queuing (TOTAL/EA. Lane) Queue(Feet) (TOTAL/EA. Lane) Provided? (TOTAL) 16 13/7 20 6/3 Yes Kimley ->> Horn Conclusion A queuing analysis was performed for the proposed 7 Brew Drive-Thru located at 100 SE 8th Ave, Okeechobee, Florida. Based upon the observed queueing data from the three(3) nearby 7 Brew Drive-Thru Coffee's locations in Brevard and St. Lucie Counties, the maximum queue demand for existing 7 Brew Drive-Thru Coffee's is thirteen (13) vehicles total consisting of seven (7) in the first lane and six(6) in the second lane after the pickup window. It should be noted that the number of vehicles queuing after the pickup window includes the car at the order window providing their order. The proposed drive-through provides enough stacking to adequately handle both the average and peak drive-through stacking demands due to project proposing a drive through with a (16)vehicle queuing/stacking capacity. The proposed drive-through configuration addresses any concerns with any queuing vehicles encroaching into the proposed two-way drive aisle and/or encroaching or overflowing onto SE 8`h Ave and adversely impacting the surrounding traffic patterns. Please contact us if you have any questions or need additional information. Sincerely, KIMLEY-HORN PE Number 77613 6/19/2024 Attachments: Conceptual Site Plan 7 Brew Queueing Data Kimley >>Horn ATTACHMENT A Conceptual Site Plan • LEGEND VANCIARD SCENARIO s cows) rariD NE PARK ST p KAAKAA•01...MS C.....1 -.... . ., '-, e v! k" ss •• , \ • \\1 . 4• c., •• e Ek 4r i iftil au 0 . A A A A W, ) i • i \ , (a PASS INK,,Ca I / • 1 1 i ............,. _t_ 7 BREW 111.iiRU COAP100111111111110.ECHOBEE EX-1 111111111111111 _ Kimley4Horn Kimley >>> Horn ATTACHMENT B 7 Brew Queueing Data ATTACHMENT B-QUEUING COUNTS 1165 Palm Bay NE Road,Melbourne,FL 32904 111 Valor Drive SE,Palm Bay FL,32909 S422 Okeechobee Rd,Ft Pierce,FL 34947 Date of Observations-5/29/2024 Date of Observations-5/30/2024 Date of Observations-5/31/2024 Wednesday-Site 1 Thursday-Site 2 Friday-Site 2 Lane 2 Lane 2 Lane 2 Time Lane 1 (opened at 7am) Lane 1 (opened at 7am) Lane 1 (opened at 7am) 600 1 2 1 605 2 0 0 610 1 5 2 615 2 1 1 620 0 2 0 625 1 7 1 630 1 6 3 635 0 3 0 640 1 1 3 645 3 3 5 650 1 5 4 655 1 4 4 700 1 0 6 0 7 0 705 2 1 5 5 6 6 710 2 1 5 5 4 4 715 3 2 4 3 4 4 720 1 1 5 4 3 4 725 1 0 4 3 2 4 730 1 1 5 6 2 4 735 1 0 6 6 3 4 740 1 1 5 2 3 4 745 1 0 3 2 2 2 750 0 0 2 2 2 2 755 0 0 2 2 3 4 800 0 0 1 2 4 5 805 2 0 1 2 5 6 810 1 0 2 1 3 4 815 1 0 3 2 4 4 820 2 1 1 2 4 3 825 2 1 2 0 2 2 830 2 2 3 2 4 3 835 1 0 4 2 4 3 840 2 0 3 3 2 2 845 0 0 3 3 2 1 850 3 1 4 4 2 2 855 1 0 4 5 1 1 900 2 1 5 6 1 1 AVG: I (in Queue) 1 1 3 3 3 3 MAX: (in Queue) 3 2 7 6 7 6 Average in queue across all sites(both lanes): 2 Peak in queue across all sites(both lanes): 7