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2024-06-18 Item V. A. Ex.2 24-003-SE Special Exception Staff Report NE PARK ST (SR-70) .ROPER TY BOUNDARY / 4', Rt5' \ / — \ T J \ \ fir'�- _ RIS' T _ R15' ` I— I� PROP DO NOT PR ENTER SIGN I SLOING ,tit_. ^ / 138' \ ,USS DOORS / BLDG L '' `I'-' , I ,��.-A- >� 7� ' !J. 1 ''1 � /1 •Ism, /� i ;rrP) No - [0 i�1sl1='n� 9U 24. I O \\ •• FROP LIFT STA TICK C� ti.,..) �Ii vO =c I 1 5G�"/% TFI_ 1� i+ frO 2s- TOP BAR / -..I l• S. AND STOP SIGN ( 8 BUFFER ii RI5' BUILDINTRACKG+--I} SE • r. .-• rATER ' DON a err �aPASS THRU�`a a< � RJ• R15 24"STOP BAR NI) AND STOP SIGN NCOIFlED TrPET PROP OF D UM: P^ i1LI- x-NAa< C'RB'.' \ I I. ` t Ic _ '.a.— — Applicant l Dennis Proto, Brew Horizons LLC Parcel Identification l 3-22-37-35-0260-00000-0010 • to _ o,,,,, r. , �yI.4 915`i/00— Prepared for The City of Okeechobee om MORRIS ' y. �.0. MinlIDEPEW '1; 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 8t''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 8T" CITY OF OKEECHOBEE mni MORRIS r 1 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 1 • 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 Report 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 1....:::1::',:::.:::,:-:;:::::.' : ili "r STATE ROAD 70 `r ZONING 10--•-"` •• 2 < 4 _ �.,�,gam( _ tt JI a O YI�YUCYI.tla/! c .3. 1` , ' 7 w ti �ro� e& CITY OF OKEECHOBEE 6 MORRIS DEPEW Special Exception July 2, 2024 Staff Report Petition No. 24-003-SE Exhibit B: Future Land Use Map 111:� i _ < ig ti. : Z, 9 9 M „ W,! Z , 1 9 V „ R Z Ll 0 Z ). NE2NDST i51Fir / 4 LE ROAD 70 EAS'NCF - -K ST - , , \ R K — // 51 252 252 — W 25 LAND USE CLASSIFICATIONS Q --- RAILROAD CENTERLINE = t w o W se�aD , ..--- HOPKINS MEANDER LINE - RAILROAD CENTERLINE flu_boundary_lines lot line flu_background_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 im41‘ 13 ,.._ ? ..ik ipid ' 11.. * alt, 41, •fr _ a. ' t � • `at fit d it dig�••• -- , f' �r`' 2-- '� Ij , t M 5• _ ff,, 1 lam°r; r. it1 _ _.., `4 I� ' o .'- `. .4 .__- "" . • Ai. . S •bile home r oille W, I*6'/r , *I ,ti, .r Sales lot k 1 - - 70 .., — --- ------Twr- P. mis ' p. -% ' } ti _ !' io S • •in• Cen io ° ..:A, illika- ''''4 . #'..- t_. =ems • 1, .. rt ye ' 'w� y- 1 IA M 1 1 *illial CITY OF OKEECHOBEE 8 MORRIS - DEPEW City of Okeechobee Date: -3-aL1 Petition No. Id a-SE General Services Department Fee Paid:5Z Jurisdiction: --43p,t 55 S.E. 3`d Avenue, Room 101 1st Hearing: 7,(p!_(qq 2nd Hearing: to Okeechobee, Florida 34974-2903 Phone: (863) 763-3372, ext. 9820 Publication Dates: Fax: (863) 763-1686 Notices Mailed: 7l Rezone. Special Exception and Variance APPLICANT INFORMATION 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: dproto@a 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@kimley-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 '(E5 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: COMMERCIAL Future Land Use classification: COMMERCIAL 15 Have there b n any prior rezoning, special exception, variance, or site plan approvals on the property? tcr) No (_ )Yes. If yes provide date, petition number and nature of approval. 16 Request is for: (_) Rezone (le 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. 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) 24 Affidavit attesting to completeness and correctness of the list (attached) 0, 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. Si re Printed Name Date CHRIS OSSA, P.E 5/29/2024 For ques ions relating to this application packet, call General Services Dept. at (863)-763-3372, Ext. 9820 (Rev 7/2023 Page 2 of 11 ADDITIONAL INFORMATION REQUIRED FOR A SPECIAL EXCEPTION Describe the Special Exception sought: R6:SC t' A APPLICANT'S INTEREST IN DEVELOPING THE SUBJECT PROPERTY INTO A NEW 7 BREW qo-a83 (U DRIVE-THRU COFFEE LOCATION b r-t Ve_- y�q h SQf�/o- 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: C 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.FRIDAY AND SATURDAY HOURS ARE 5:30AM TO 11 PM. 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 LOCATION 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 ADVERLYAFFECT 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 / Sharon Robertson,Clerk of the Circuit Court& Comptroller ice. iOkeechobee,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 this "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 3 151, 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 �QJ �Q V - Q `, ` — Signature of Witness By: Josep achary Ga77a Print Name of Witness Below: Man ing Member lerp Y.\--f2. C.-"•Y � Signature of Witness rrnt Name of Witness Below: (it'llgla-e frc.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 [y-i"personally known or [ j has produced a driver's license as identification. 7 AI --.',- r.AY COMMISSION t GG 162356 Notary ':---_ c ,...c.,- EXPIRES:December 15.2021 ;ed 711r•. c Pi,Pnbiic UnrJe^.rites 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. • 1 S _, 217 �:cE753 .t t .: . - This In m pr epared parcd and legal description a roved �ARCELNO. 103.1 Date 11-16-75 By: J, C. MILL€r 91070-2514 C ty tort Lauderdale Fireida STR 70 ■rtnlent: of ...Transportation State of Florida De STAATTEE ROAR e P P COUNTY 4KEECHOn„F (IND.WD) 629522 FAP NO. • •o R.a lsa•.a ae IL0Rt0A o we MT ae aro RTATt°M • rr■ • DEED THIS INDENTURE made this d of A.D. 19 �� between NORA D. ABNEY AND BENJANTIN.P. ABNEY SR.. AS I)DINT TENANTS 1 • • as part/,`1 of the first part and the STATE OF FLORIDA.far the use and benefit of the State of Florida Deputment of Transportation.as party of the second part. WITNESSETH.That the amid part /.S of the Oral part, for and in consideration of the turn of One Dollar and other valuable comideraliona.paid.receipt of which is hereby acknowledged,do hereby grant. bargain, sell. and convey unto the party of the second art,Its successors and assigns_the following described land,situate,lying • 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 f • • • County, Florida, in Section 22, Township 37 South. Range 35 East. being mare - -� particularly described as follows: Commence at the North 1/4 corner of said Section 22; thence run NortherlyCommence 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 00'05'11" E a distance of 60.00 feet to a point on • •l:" 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 0I°06'11" W for 24.56 fee _t; - _ ill-- thence S 89°54'49" W for 24.56 feet to the POINT OF BEGINNING. t=) Containing 302 square feet. more or less. All as shown on the Right of Way for Section 91070-2514. Okeechobee County= Florida. C23 OOCONETIIAIi SI . ) S d 3BS-Ti•IAI Aia_ • •• • • O CU rri TO HAVE AND TO HOLD THE SAME,together with an•rid singular the abelonging i 7 oK ga appurtenances thereto or to � --. v . ■nywbe incident or appertaining forreer;and the said part L63 of the first part do hereby fully warrant the C\ < H title to said land and wilt defend the same against the lawful claims of all persons whomsoever. -1 1 P't rrt TO WITNESS WHEREOF.raid part..- of the first part1r haL_hereunto set ti 7Ne I '1 A hand�snd .seal the date first above written. i T stoma°. as Ale° Am° °■L1VaRe0 IM TMe .Ref■MCa or. - , it. TVRa of TWO w1TM mamas Rcoulwe° ar r'1-0"1 LAW, .dam- ,Qwi Esc (SEAL) Yr.irn �/�- �, _ ../J..pp��// 4 �� //ai X ��a f (SEAL) v w (/�yC . ti a1 (SEAL) STATE OF fGO,Qr Q/p COUNTY OF if,', /-' fleVGBcr Ar .Eefure me personally appeared .45.LeN41-4h/H A f1 Add.6y ' and No A r A pa/l ! / ,his wife, to me well known and known to me to be the Individual/described to and who executed the foregoing Instrument and acknowledged before me that they executed the mune for thepurpoarra therein expressed. 4.: WITNESS my hand andseitfielal ihia�•T,day of A/'RJ - - .A. D. Il,2g:Ps law: '✓•(fletarial Sfa[}.� .'1.''.t _i'_• • ".: � t �_,�. cK/ l aJ�ll.. .J ' . - Notary Public to tad fo K Stott rs rU*CA•t Va'Q. _ and Stat. atoresaJd_ We I VMS aCt l'19.CD ��jfl..il.`S.`k My Coen ex perm a°14110 IIRt!GINf.IN ir6 t.4[tt..tllI1:13 - INDI:X$D & ySFIED t • t t . DIRECT ` V �R I 'mammy 11112 i - a 1" . ` - . �.,,._ Wit.- •>•�_ v � �:.i1 ... _ ' .�tt . ve J • • i ;. i .1 • —� '\ ' • O.R.' C. 217 rLc�176 - • • - • 1. • • 1 o> d o • 5-(-Ls.'rf": a� F=LOFtiLDl11 _ .t.. ca_— —y ;;� DOCUMLNfARYl.-:..,STAMP TAX t ¢�ci..- _., •i '_' rt pt.o. NL•i[riUE .�.. •) t ov tQ) _- , 'y' _ �• =.vrtrn =!.4•:` - 0 2. 1 0 % -:_ U.t a,r m W ! o +�tI I.-CI - ..• S .• - - rC-4...2 (‘-7.".);-P.'s).,...1 —toai. 1SUrz TAX(4 E.m Y M.t• �a�trrt1 iE Q 1. I Q i•+ v rn 11 o y•aw 11i7 CQ .. CO . 't i C. op, . • • • • • i ... _ - -. . - • o_R. • i ►-•.f I.•.r. a t-...u.ir1m _ � � 8DDI{ 217 racE176 0 01l 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 property located at 100 SE 8'I'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. I LI1anA Y.l Name:'RPr`e Cac Title: - r.-1r� ��e r � I `rn�Z2 c¢ ' " 1..4 Date: [D5/pc5--I,P.a ({ STATE OF FLORIDA COUNTY OF �..c.j2r--4A The foregoing instrument was acknowledged before me by means of 2chysical presence or ❑ online notarization this 6-104. day of , 2014 by (nc CCc v s of BE A MAN BUY LAND,LLC,a rida limited liability company,on behalf of the company. Si at re of Notary Pu (Print Notary Name) AHD: NOTARY STAMP My Commission Expires: Z 13 2:9- Commission No.: L y Personally known,or Produced Identification Type of Identification Produced: REBECCA PIERCE UIZLI )C'S 21404311 l 54759.0058 µ Yak MY COMMISSION#HH 450894 .. • °` EXPIRES:December 13,2027 6/4/24, 10:20 AM Detail by Entity Name • :org department of State / Division of Corporations / Search Records / Search by Entity 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 Prin ipal 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 &gistered 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.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=1 nitial&search NameOrder=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 Imagte 01/29/2024--ANNUAL REPORT View image in PDF format 01/30/2023—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 04/23/2019--ANNUAL REPORT View image in PDF format 04/19/2019--CORLCAAUTH View image in PDF format 01/15/2018—ANNUAL REPORT View image in PDF format 05/08/2017—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 05/12/2014--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 07/30/2012—Florida Limited Liability 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 limited 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. OR 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, a company, in addition to executing an instrument -krckrsCer t r' r-e ut ?r10g-a.C2.ci.-k6 1r\p. 'A-V•0 C mho Joseph Zachary Gazza Cowo7ckh\t Signature of aut zed representative Typed or printed name of signature Filing Fee: $25.00 Certified Copy: $30.00(optional) CR2E145 (2/14) (Requestors Name) 1111 (Address) 200298680622 (Address) (City/State/Zip/Phone#) PICK-UP 0 WAIT MAIL (Business Entity Name) E;'09 1 f---U100 ---Ul1 +#2S.00 (Document Number) Certified Copies Certificates of Status • Special Instructions to Filing Officer: • SO r C- o � G Office Use Only Li._ SN :✓)G t.11.1Y 10 1017 Y SULKER LKE" 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 Florida 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 5: 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 speci`111j person on the following: .. I. May execute an instrument transferring real property held in the name of the company. "" •-• r— . a. Granted to:Rene S. losco 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: OQr �GtLhCl,C L/l�i 7 Signature of aut rind representative Typed or printed name of signatu Filing Fee: $25.00 Certified Copy: $30.00(optional) CR2E 138(2/14) c v> / LEGAL DESCRIPTION: )NDHIONER R RANGE INER/W RIGHT-OF-WAY to (O R E.2020011733) RCP REINFORCED CORRUGATED PIPE U m E j LOT 4 AND 5 OF TAYLOR CREEK MANOR.ACCORDING TO THE PLAT THEREOF RECORDED IMARI. o., ILATED S SECTION OR SOUTH j e- .m IN PLAT BOOK 3,PAGE 4,OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA. cFD AREA T TOWNSHIP -y'm TOGETHER WITH: W/ WITH �-I N a 2 RUNE 0 LOTS 1,2 AND 3 OF TAYLOR CREEK MANOR.ACCORDING TO THE PLAT THEREOF VG PROPERTY LINE cn 1. t n RECORDED IN PLAT BOOK 3,PAGE 4,OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY. TION '„] EXISTING ELEVATION 2 y FLORIDA.IN SECTION 22,TOWNSHIP 37 SOUTH.RANGE 35 EAST. FLOOR ELEVATION0 CATCH BARN 1-1-1W O�ry LESS AND EXCEPT RIGHT-OF-WAY FOR STATE ROAD 70,AND LESS AND EXCEPT LAND 1 CURB INLET DESCRIBED IN OFFICIAL RECORD BOOK 217,PAGE 175.OF THE PUBLIC RECORDS OF (K 9`o FICATION � FIRE HYDRANT Q OKEECHOBEE COUNTY,FLORIDA. r .I. GUY ANCHOR U »i v SUBJECT TO TAYLOR CREEK RIGHT-OF-WAY. TINS 0 ELECTRIC BOX IEAD UTILITY LINE UTILITY MAILBOX O Z N 'a U POLE AL RECORD BOOK J o m AL RECORD FILE 0 ST RM W TER MANHOLE TOOK SINGLE SUPPORT SIGN Cr) 17 TELEPHONE PEDESTAL pd WATER VALVE TE WATER METER . ---_--.- _.--�-•/ow -4,- UTILITY POLE WITH TRANSFOMER .44 -S NE CORNER OF NORTH QUARTER CORNER SL'-T7S4SE OF S2].T3]SI3E �NOJDEN &DISK IND LIFICANROAD RE , FNID NAILGILLED NOIDENTIFICATON STAMPING ILLEGIBLE (i- 5 SE o I S NOTES: IS MAY 23,2024. 'Y&TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 51-17.050(I U OF THE FLORIDA CODE. AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR :TIED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 'HEREON ARE BASED ON GRID NORTH,AND ARE REFERENCED TO THE FLORIDA STATI •'/eI TE SYSTEM,EAST ZONE,NORTH AMERICAN DATUM OF I9R3,1011 ADIUSTMENT.THE R THIS SURVEY IS THE NORTH LINE OF SECTION 22,TOWNSHIP 37 SOUTH.RANGE 35 / I.,! EARS NORTH 89420'42'EAST AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 3 / •,,N HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 IIL!SHED BY NATIONAL GEODETIC SURVEY(NGS)CONTROL POINT*Q22"HAVING A > \LION OF 27.63'(NAVD88).ELEVATION DEPICTED ON THIS SURVEY WERE OBTAINED H ) KINEMATIC(RTK)GPS METHODS WITH AN EXPECTED ACCURACY OF+/-0.1'. Ci / U U / - '-] SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE - ,')„ -\ / V NF,NORTH AMERICAN DATUM OF 1983.2011 ADJUSTMENT(NAD83/201I),AS �` 3 J .,i���NG REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM(RTK GPS)SURVEY - G C / )RRECTED POSITIONS COMPUTED WERE VERIFIED THROUGH A REDUNDANCY OF / '" "—No/:\LL DISTANCES SHOWN HEREON ARE IN GRID U.S.SURVEY FEET. / ,,ggSS NOT HAVE THE BENEFIT A CURRENT TITLE COMMITMENT OPINION,OR _ / .. ,IG THE COURSE OF THE SURVEY OF SOME SEARCHES OF THE PUBLIC RECORDS WERE / `7N SEARCHES WERE NOT EXHAUSTIVE AND SHOULD NOT BE CONSIDERED A SUBSTITUTI / :' LE COMMITMENT,OPINION.OR ABSTRACT OBTAINED FROM A TITLE AGENCY OR fiz el / . ESSIONAL. . / I PITON OF THE LAND CONTAINED IN THIS BOUNDARY SURVEY IS BASED ON THE / CARDED IN OFFICIAL RECORD FILE 2020011733.AS RECORDED IN THE PUBLIC RECORDS m / `/ t)UNTY,FLORIDA. - R, 4. / 'NEATES THE LOCATIONS OF THE LEGAL DESCRIPTIONS ON THE GROUND.BUT DOES/ --IWNERSIIP OR PROPERTY RIGHTS. _ / ./ R IT INFORMATION WAS OBTAINED FROM OKEECHOBEE COUNTY PROPERTY / .\ND PER PLAT. Si TOWN HEREON WAS OBTAINED FROM FLORIDA DEPARTMENT OF TRANSPORTATION - r C / ';SHOWN FOR INFORMATIONAL PURPOSES ONLY. 3 '' E. / p a / 1'IS LOCATED IN FLOOD ZONE X PER FEMA MAP NUMBER I2093C,PANEL NUMBER Om OJ O Y /- EECIIVE DATE OF 07/16'15. - / W c4 / / .� CT :-/ r"CERTIFICATION: U z ` / • `GE I HEREBY CERTIFY THAT THE ATTACHED SURVEY IS a > Q / TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGL <I� / `�, AND BELIEF AND THAT IT MEETS THE STANDARDS OF / m PRACTICE SET FORTH BY THE FLORIDA BOARD OF ai Q / / 5W.R I'r++oI„a�v usrx_ PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTLP. C7 F_. ,-J / FVGss-AxoNuul>A1A• 51-17,PLORIDAADMINISTRATIVECODE. O W �y a. / FOR THE BENEFIT OF THE FOLLOWING PARTIES ON'`. O W W D BREW HORIZIONS LLC. ��Hy (V 00 / / `�O ,./+' / FOR THE FIRM: '''.3V �.' 8SM&ASSOCIATES,INC. <i O 4-14 RICHARDE.BARNESDglnly,Sn*36TRKHARDL O BARNES III PSM*7074 y`(+ III,PSM#7074 Date:19AW.0308:1254.04W Z 0 RICHARD E.BARNES III PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA LICENSE NO.7074 ,,. ,,. ..-_-1_Ii1,.. .....i._SE RN AYFWF OCEELURIRFFORA14IP.4S24.II45URVEY 4,ri0Ma`) PARCEL NUMBER OWNER ADDRESS 1 ADDRESS 2 CITY STATE ZIP 2-15-37-35-0A00-00008-A000 MH LAND LEASE LLC 600 PACKARD CT SAFETY HARBOR FL 34695-3001 2-15-37-35-0A00-00008-0000 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 3-21-37-35-0020-02520-00A0 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-OOS2 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 l) • -,e •- opik.,r• 4r. '''''n- '• qm , .. t 'it." - . •y ', ,Apr if .4. -., , ,1 - lad jlI \ yi - •,[ . . -'41 � 1 , f • — M- - Iry" 1N . ' �' ^'i E f.! I. ) ,,ilir• ,. ""---------11 4,/,_ . 4- --"---", , ....e ittli i 4,' =-0 -•. :if, N- itV cA m. - NIs --___ r y —• _ d I .. a iSE 8TH AV NE 8TH AVE^1 � c, «,;r _, 0 (V.% 14') - 11,' \ 1/4.em -Pi ;,) . Ir. All . - .....v.! ....1.e\'' -.._, 0. ' 11 A. hili frI/7 7/ //1 ' I/ AI , - -If ) • ., ir..io 4,14 - 1 ' Alilli t NNIIIk- VIA V.* ''''':(. , 11 a� 1, .„,101,;!'„Iiit. , , . . ,- r .x-yam t A � Petition No. d4"VQl-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 44.‘ day of Jane , ZoZy pel,t404„ 6 /6l2oz/ Signature of Applicant Date Name of Applicant(printed or typed) vikassat trlU►Ce 6 STATE OF-FLORtDA COUNTY OF 1/v1x- 2X The foregoing instrument was acknowledged before me by means of .physical presence or❑ online notarization, this 1D day of 3V41.Q, , 202+',by-YAW kAlAYk.,US who is personally known to me or produced osvexs 11 CRXr,€ as identification. "m.., MORGAN L.MCCULLOUGH Notary Public '�.�' q Massachusetts •/ My Commission EXpfres NO Public Si gnat re Noy,,Zoz� rY 9 (Rev 7/2023 Page 3 of I I 6/4/24, 10:24 AM Detail by Entity Name ght:org IrJr) J .r rJr' ,. rrr Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Foreign Limited Liability Company BREW HORIZONS LLC Filing Information Document Number M22000003648 FEIIEIN 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 Person(s)Detail 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., Flr. 11 Boston, MA 02116 Title AP https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&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 Imago 02/08/2024--ANNUAL REPORT View image in PDF format 10/11/2023—AMENDED ANNUAL REPORT View image in PDF format 07/11/2023—ANNUAL REPORT View image in PDF format 03/10/2022--Foreign Limited View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=BREW H O... 2/2 Kimley>>> Horn May 3, 2024 Ms. Patty Burnette General Services Director City of Okeechobee 55 SE 3`d 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 8th 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 8th Avenue. TRIP GENERATION ASSESSMENT Trip generation rates for the proposed residential development were calculated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 11th 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. kimley-horn.com 200 South Orange Avenue, Suite 600,Orlando, FL 32801 407 898 1511 fSE 3RD AVE , i !i t F-b i a m • • � (ID ...� s � fir► a m " + . 7 a iodr2 . : I— . e::::Ut . r E. , to. 0n n . 1' 4 p i. .__. Q' ' # NE 4T" AVE !i'r" ii ii o .• r. 1 Tr. r .* ,`• 1 • I • I m r NJ - .1 1 z I" _ stilltdilorp - r 1111. , _ O"" • � NE 5T" AVE Ali ewe.f r ` i4 ' ' :sty t . ...._. '-:,� X . J .11 0 r, j . --t yam t r > �'� ... ` NE 6T" AVE eil111.11 --1 rI) r t .w•i O ' n 7li r ,. NE 7TH AVEl • ti °, r 4111 ry 4VF •f • - i '. •� III 1:01.3ili • r 4 1 ` . ,.5 7C . .... i al Ilyi, , m °< 3 a'OIL` it E. .1/1 D p in • mop = ,e,.,r�► It �1 ,o �sane�. •., ` 4.. ig ,_. ... . IV s 11t 7$ , it '1 h Kim ey>>> Horn Page 3 Table 1 —Trip Generation Potential ITE ITE Trip Daily Trip Generation Land Use LUC Size Units' Rate' Total In2 Out1 Coffee/Donut Shop with Drive-Through Window and No 938 2 DTL 179.00 358 50':' 179 5(i 179 Indoor Seating -' T 'ta 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 Out' Coffee/Donut ore-Th h Windowand N roug o 0 Cff /D t Shopwith D938 2 DTL 39.81 80 50?i 40 50% 40 = Indoor Seating Y Total Generated Trips 80 40 40 g Pass by Trips'= 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 ITE ITE Trip PM Peak Hour Trip Generation Land Use LUC Size Units' Rate' Total In' Outs Coffee/Donut Shop with Dore-Through Window and No = Indoor Seating 938 2 DTL 15.08 30 50% 15 15 Total Generated Trips 30 15 15 N a 2 Pass by Trips'= 98% of external trips 28 14 14 0 10%of Adjacent Street Traffic 10% of external trips 386 193 192 Net New External Trips 2 1 1 Notes- 'DTL=Drive Through Lane Vehicle trip rates,directional splits,and pass-by per data and procedures outlined in ITE Trip Generation Manual,110 Edition Pass-b ytrip rates were applied for ITE LUC 938 Coffee/Donut Shop with Drive-Through Window and No Indoor Seating as reported in the ITE Trip Generation Manual, 11 th 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 8th 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 kimley-horn.com 200 South Orange Avenue, Suite 600,Orlando, FL 32801 407 898 1511 Kimley>>> Horn Attachment A: Boundary Survey kimley-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: = LINE TABLE: I-- L-1: S 45"1 O'O7' E 34.72' LOTS 1 , 2 AND 3, TAYLOR CREEK MANOR, A SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, ❑ STATE ROAD NO. 70 (AVHur ROAD)aM wrN vAaTEs �.WCRE1 EPPOOE FENCE COMER PAGE 4, OF THE PUBLIC RECORDS OF Z or s.A.6E OKEECHOBEE COUNTY, FLORIDA, I N EocE a ASPNN r `LOM K E CURB a GLITTER STORK DRAIN l LESS&EXCEPT P CEL SECTION 22, P\TOWNSHIP 37 SOUTH, ENO OF FENCE T (O.R.8.217.PAaE77S) 155.20' CONCRETE WA K rCEEPHONE RANGE 35 EAST. __ __—__—__ I -- rEDEsrAE_ �`, Ai`POLE"• —"- TAn Pin O Nn Mn 4 Durk N 139.413 1 5 E 130.64—010 nr 1 10* DNv OW LESS AND EXCEPT RIGHT-OF-WAY FOR STATE it° CONCRETE WILY POLE kilha. ( mAFFDuarROAD 7O, AND LESS AND EXCEPT LAND ° s[rs/R iRONROp `�,= AEPOEwfKss CORNERCir-P5N 6ox.- DESCRIBED IN O.R. BOOK 217, PAGE 175, 0- auvrsr°Ne02 IAN ouND PI,NAIL / OF THE PUBLIC RECORDS OF OKEECHOBEE 41 00iSE1 '" LOT 1 06 wON1SER° COUNTY, FLORIDA. o .. „ Alwl I..... i..__.,l........i....l N 7 SUBJECT TO TAYLOR CREEK RIGHT-OF-WAY. SCREW FEET ? to VZ :SCALE: 1' = 3D' a u > " / — I` .1 1 w CArS' II. PROJECT SPECIFIC NOTES: O / "�.m� u.6' (�N RAyN w 1 ) BEARINGS SHOWN HEREON ARE BASED ( MN lo 0 ml _�u^ ON THE SOUTH RIGHT-OF-WAY LINE OF STATE Q �,. W/ LOT 2 _ POLE O p,—1 D'I; ROAD 70, TAKEN TO BEAR NORTH 89°48'1 5 U , $ 0 gllY n tY d/ PARCEL CONTAINS �.no- :ii� EAST. Q r sr�nc 2) THE SURVEY DEPICTED HEREON IS NOT 8� 2 ±0.64 ACRES NK O N COVERED BY PROFESSIONAL LIABILITY �* 3 5[i 5/D NP ROD INSURANCE. tiP \// -- ..n• — now•rsN ao2a• 3) PARCEL ID: 3-22-37-35-0260-00000-0010. �i ti CONCRETE = g 4) SITE ADDRESS: 100 SE BTH AVENUE. / Too' I 5) UNLESS SHOWN OTHERWISE, ALL 14 / II ° 33a MEASUREMENTS SHOWN HEREON ARE eo. co,,,,,, Itr -- F CALCULATED(C) AND MEASURED(M). N,^a / LOT 3 z,n & 1 mt,, ry ^ WATER I 2 END Of FENCE NE rEN H N 33 I aw'N. LEGEND: POOR FENCE / S B9'413'15"W 2(8.37' 1 I O.R.B. - OFFICIAL RECORDS BOOK NE CR (C) CALCULATED 1 FOUND Si RON / F-177R CONCRE E WND S/R"R On C w"TER ROD!CAP')36a' ]O. LOT 4 SKPS ROD& 'ST70" u I D.s w. 6 (M) MEASURED // 42 06 P�mr _I (P 1 - PLAT / / Nv� ,sro+v RESDENa I I 1 REVISIONS: NOTES: / BY DATE DESCRIPTION BOUNDARY SURVEY / G%C /,,e 1. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE. A M.,- A ❑ 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.S.H, 6024' 3.THE DESCRIPTION SHOWN HEREON WAB FURNISHED BY CLIENT. 4.WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. BE A MAN BUY LAND, LL C. 14512 NV 276TH STREET 6. ONLY VISIBLE ENCROACHMENTS AND IMPROVEMENTS. IF ANY,ARE OKEECHOBEE, FLORIDA, 34972 SHOWN HEREON. (772) 486-6160 DRAWN BY: WC CHECKED BY: DMN I C.F. - 19-346 TC MANOR SURVEY DATE: 08/27/19 I F.B. - SOKKIAO2 JOB NO. 19-346 I SHEET 1 OF 1 SHEETS r 6/3/24, 11:44 AM Okeechobee County Property Appraiser Okeechobee County Property Appraiser 2023 Certified Values Mickey L.Saudi,CFA updated,5/30/2024 Parcel:(c 3-22-37-35-0260-00000-0010(35427) »: Aerial Viewer Pic_tometery Google Maps Owner&Property Info Result 9 of 280 CV 2023 0 2022 02021 2:2: 2019 '..59'r'• ---1 BE A MAN BUY LAND LLC -4 b Owner 4260 SE FEDERAL HWY '4a? STUART,FL 34997-4937 — I - J �l j • Site 100 SE 8TH AVE OKEECHOBEE I ( �' TAYLOR CREEK MANOR(PLAT BOOK 3 PAGE 4)LOTS 1,2&3 LESS AND EXCEPT 1 � ' Description' !RIGHT-OF-WAY FOR STATE ROAD 70,AND LESS AND EXCEPT LAND DESCRIBED IN i I a 1 i O.R.BOOK 217,PAGE 175,PUBLIC RECORDS OF OKEECHOBEE COUNTY,FLORIDA.* - - - -_ - Area 0.608 AC S/T/R 22-37-35 { ' Use Code" STORES/1 STORY(1100) Tax District 50-Okeechobee(within City limits) k j` 'The above h not lobe used as the Legal Description for this parcel In an transaction. :04"Thais a Dept.of Revenue code.Please contact Okeechobee County Planning 8 Development at 883-783 5548 for t zoning Info. ••Ifi{_r,1. ill. s ~ Property&Assessment Values •- ' ,1`:: -- f ;; 2022 Certified Values 2023 Certified Values ;. ' '� j,� Mkt Land $179,024 Mid Land $172,393 l ..; - _ g• Ili • Ag Land $0 Ag Land $0 C A. Building $69,993 Building $78,514 �" XFOB $12,769 XFOB $14,822 ~ Just $261,786 Just $265,729 'a , Class SO Class $0 7 y., H i Appraised $261,786 Appraised $265,729 " a - - `- SOH/10% $13,925 SOH/10%Cap I I 1 Cap rri C+l $0 yT idAt I: • Assessed $261,786 Assessed $265,729 �_ i e.'rP Exempt $0 Exempt SO ---` Total county:$247,861 naty:$247,861 Total Cos $265,729 Pa nty: eky:$265,729 Taxable othar:$247,861 achoo4261,786 Taxable other:$265,729 achoelt$265,729 IA • Nob:Property ownership changes cen cause the Assessed value of the property to reset to full Market value,which - could result in higher property taxes. — _ S w Sales History Sale Date I Sale Price Book/Page Deed V/I Qualification(codes) RCode 11/27/2020 $444,400 2020011733 SW I U 30 3/22/2019 $290,000 0821/1758 WD I Cl 01 2/1/19951 $0 0365/0891 WD I U 03 12/1/19801 $54,000 0238/1825 WD I Q 4/1 3/1 964 1 $0 0080/oe75 WD V Q w Building Characteristics Bldg Sketch Description' Year Blt Base SF Actual SF Bldg Value Skech NBHD CENTR(3800) 1982 850 970 $42,352 Slosflch STORE LC(4101) 1979 681 1296 $36,162 lEgg Desc determinations are used by the Property Appraisers office solely for the purpose of determining a property's Just Value for ad valorem tax purposes and should not be used for any other purpose. w Extra Features&Out Buildings(Codes) Code Description _ Year Blt Value Units Dims I Condition(%Good) ASPH 2 COM SLB WLK 2008 $10,695 5036.00 0 x 0 PD(70%) CONC B COM SLB WLK 1973 $1,136 505.00 0 x 0 PD(50%) FENC P 6'1/2 PINE 1999 $89 32.00 0 x 0 PD(25%) CONC I BUMPERS 2006 $80 4.00 0 x 0 PD(80%) CONC B COM SLB WLK 2015 $2,822 627.00 28 x 22 PD(100%) w Land Breakdown Code Description Units Adjustments Eff Rate Land Value 067EPA E CRK-CTY 200(MKT) 26,522.000 SF (0.608 AC) 1.0000/1.00001.0000// $7/SF $172,393 Search Result:9 of 280 O Okeechobee County Properly Appraiser I Mkkey L Bandl,CFA I Okeechobee,Florida 1863.763-4422 by:Grinlylogiccom The information presented on this websle was derived from data which was compiled by the Okeechobee County Properly Appraiser Office solely for the govemmenlal purpose of property assessment.This Information should not be relied upon by anyone as a determination of the ownership of property or market value.No warranties,expressed or Implied.are provided far the accuracy of the data herein.it's use,or it's interpretation.This webs/was last updated:5/30/2024 and may not reflect the data currently on file at our office. https://wwW.okeechobeepa.com/gis/ 1/1 Kimley >>>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- Queuing Vehicle Length for Each Average Queuing Adequate Through Vehicle Vehicle in Vehicle Demand Queuing Queuing Demand Queue(Feet) (TOTAL/EA. Lane) Provided? (TOTAL) (TOTAL/EA. Lane) 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 8th 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 p:14,464, NE PARK ST V $UNDIAL,SCeAmo{,I GPM UZI 1 , swouwouEl.,EclachRsi C ; .. _ _ -_ . _ — „-—- _ _ __ 7 : , \ \ • . 'l'r I / . T-01' ,.._• 4`;./k- A 8- d- / -.• es , ,,,S:, ...., es ..i.-,, , 4, 046 —L\.- , / .,,mr., ,o,'„,, 1 t . .. 111i. • I , . t - I. A A , es es es , 1 \\N---------._ I .. ..:, ) / \ \..... -,--- I I' • .J; . / i 1 1 I e''MIMS/VAL•MI 11..s 7 BREW DRIVE-THRU COFFEE-100 SE 8TH AVE,OKEECHOBEE 'l nT CM EX-1 , Kimley*Horn 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 5422 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: (in Queue) 1 1 3 3 3 3 MAX: (in Queue) 3 2 7 6 I 7 6 Average in queue across all sites(both lanes): 2 Peak in queue across all sites(both lanes): 7 :t2(Jd -a5a(.1 # • LEGEND -• _- -1 L ''`.•.'.J 6 4\ ,N EXISTING PROPERTYIROW CALF !. ■ M1S T iNORTH LANDSCAPE BUFFER ! / NE PARK STtwo ——— ► I f +�� BULL/ND SETBACK €,1 - _-1 , . ii 6 - (SR-70) • L 1 • - IYSTOPBARAND'S113P'PAVEMEM �. - • IY� 1b'V. �,�. CF.r � � P. GRAPHIC SCALE IN FEET - STOP MARKING ..- - �._ (�' Ad R., •- "*. 0 10 20 40 _ - 5 1==1 I I • I PROPOSED CONCRETE SIDEWALK 8 PADS A• . r "}. ME PARR sr PROPERTY lOCJ1TRIN Y Z • - a•1. ,: _....i•— --..;1 I I ONSRE ASPHALT PAVEMENT AREA ''' i,r': `'•T • yr..-F '� r_ •I a' - PROPERTY BOUNDARY17/ E yri 4 I CHUTE CONCRETE PAVEMENT AREA n e g r•• .. - - --- OTSERSAPE AREAS IEEE LANDSCAPE PLANS F kg Y•. .�_ F / / Sin \\ \ I I OTHERWISE SOD) R3' • yj / • Yf -4— \\ EXISTING LK:M POLE �: e ) •. 4''J a'. • A./�,. . •/ 4 yyam�_ / Rs' --� R1S \ 00.0) F -\\ LOCATION MAP = I Q- / I EII i \ ENVIER SIGN \ I 'PROPERTY BOUNDARY N.T.S. / stneR �I� A ,3B' 1_ '1 I O ;: Y/ oaDes �� i i / I A� / , IG' ✓-'; \N ) *'"1 1 M D.STUNS srnuc uRE� GENERAL STATEMENT �n ?� z•n -' BLDG 935 F Ij• ♦ I/ z T 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 '^ o o q,L$ c EST• 1 I�I 15 REMOTE COOLER.7 BREW IS A DRIVE-THRU USE ONLY.NO INTERIOR SEATING AND/OR WALK UP FACILITIES ARE PROPOSED.PARKING SPACES x ap /"/'F27/ 'GG = i j�� ^ 'H V-4'RHiTE I PROPOSED ARE FOR THE USE OF 7 BREW EMPLOYEES ONLY.SITE IMPROVEMENTS INCLUDE,BUT ARE NOT LIMITED TO.PARKING 8 DRIVE AISLE T m L (T7'P.) I AREAS,DOUBLE DRIVE-THRU LANES,BYPASS LANE.DUMPSTER ENCLOSURE.WATER 8 SEWER UTILITIES,ONSITE STORMWATER TREATMENT i n 4, v / It I I� Ex 16-RCP INFRASTRUCTURE,AND LANDSCAPING. a - a // PROP.140 III W1 �,I% I I I,i', • 24' o 2 1' SF C0°ER / I 3 rF SITE DATA -� 8 YPrtry�OP.Ur/STARER 4 O u S g / / ` E. I ^J I 1 �• I S'S/W (J..I ADDRESS: 100 SE BTH AVE., ` 1]i n i 1 o// ' TT I� / L OKEECHOBEE FL.329/0 ^ w i / ID. I I / • L (T1P> �^ FEMA F / -1 / / Y L5. FLOOD ZONE' ZO�AE��EFF.07/18R015 G n W /i / n /a1 1/ I 24'STOP BAR C _..I Q €,1 i _J 4 AND STOP SIGN ` ` B, PARCEL ID' }22-37.35-0260-00000-11010 a Y i' d % ��S A:R73 JI SETBACK euswas ZONING HEAP COMMERCIAL ry CO FLU: COMMERCIAL FUTURE LAND USE' COMMERCIAL R. ii - // '--- '• • w PASS THRU( t I f R25' PROJECT AREA S27,478 SF(S0.63 AC) •� CALL / // / r1-••• 2 1 w INCZON : COMMERCIAL EXISTING BUILDINGS 0SF 8 u E -' / 9Tp1MWATER �. ,• (n PROPOSED BUILDINGS GFA 675 SF c v `' - RETENRON ���3 �" y c�� R1S PROP.DUMPSTER FLOOR TO AREA RATIO. 675 SF/27,478 SF=0.02 n •y 4 -T-'d / •• . 24•STOP BAR 1I 12-WHITE EX STRUCTURES TO REMAIN OTY: 0SF e _ // ,a MD STOP SKIN I I (TVP,) PROPOSED STRUCTURES QTY. 1 o fi ~ ., / ' ,"„ MODIFIED TYPE—F I 6' PROPOSED STORIES OTY 1 j !N CURB TYP. K-WALK N // ((( ( ) \1 1 BUILDING TYPE: TYPE III s A ;.../ / `�• EK.FIRE HYDRANT PROPOSED HEIGHT: 19'4' vwpWi p M ty., ` / E MAXIMUM BUILDING HEIGHT. 45• b I is U_ L. �r, �� ' _ 4_ _ 4` PROPOSED CANOPY HEIGHT'. 10' a >Y I No# •-LY • PROPEflTY BUJNDARY LOT COVERAGE 2.83% d s s I fi .7 U A r PERCENT PERVIOUS/IMPERVIOUS AREA z U u o {. ?�•y ' �, t _{`�1 PRE DEVELOPMENT AREA 27,478 SF z o m .., #-,--.. •' BUILDINGS. 1,9985E 7.27% 3 $ U ..III PAVEMENT(ASPHALT/CONCRETE). 5.374 SF 19.56% V rn O TOTAL IMPERVIOUS AREA 7,372 SF 26.83% w I.. .'.�, - TOTAL PERVIOUS AREA. 20,106 SF 73.17% do�Le, DI i- < 1,.-, L] "3• ;+ • BUILD NGSDEVELOPMENT AREA 675 SF SF 2.46% Y< A % - 4 PAVEMENT(ASPHALT/CONCRETE)'. 14,048 SF 51.12% '^ o 5 °-'' -- COMMERCIAL RETENTION AREA(AT TO B.I 3.371 SF 12.27% o8y FLU TOTAL IMPERVIOUS AREA 14723 SF 53.58% o e I • � < ? • �''. ZONING: COMMERCIAL TOTAL PERVIOUS AREA 2,755SF 46.424 m • t {'3 PARKING SUMMARY • .� _ - �4�. - - -- PARKING DIMENSIONS. # ',, • r�,•}y_ _ REQUIRED STANDARD PARKING DIMENSION-OFT X 20FT Y Z E E REQUIRED ADA PARKING DIMENSION-12FT X 20FT 0 Y PARKING CALCULATIONS CIVIL ENGINEER PROPERTY OWNER DEVELOPER J g 8 SF FORMULA REQUIRED PROVIDED ^ • CHRISTIAN OSSA.P.E. BE A MAN BUY LAND,LLC DEWS PROTO L.L c KB/LET-HORN AND A ACE,5(ES.IND. 42665E FEDERAL Hwr, BREW HORIZON,LAC 535 SF 1 PER 75 SF 7 SPACES 7 SPACES p 2 TIM OFFICE PARK PUCE.SURE 102 (055/ASTUART.FL UR) 2000 WEST PARK DRIVE.SURE ISO AELBOURIE.FL MHO MR)ISS-SOR WESTBOROUGH,MA 01561LLJ DTI)onnae p1312]T-18M HANDICAP SPACES REQUIRED PROVIDED FL fi CI RIs.OSSAOKIMLEv-HDRN.cOM oPROTOCIRANSCEIOSNi6RAND5co.coM 1 SPACES 1 SPACES H F NUMBER OF EMPLOYEES. — ci 6 t 4 2,S HOURS OF OPERATION. : LEGAL DESCRIPTION: (BY SURVEYOR) SUNDAY THRU THURSDAY FRIDAY AND SATURDAY /.! 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 'a OKEECHOBEE COUNTY,FLORIDA IN SECTION 22,TOWNSHIP 37 SOUTH,RANGE 35 EAST.LESS AND EXCEPT RIGHT-OF-WAY FOR STATE ROAD 70.AND LESS 0F AND EXCEPT LAND DESCRIBED IN OFFICIAL RECORD BOOK 217,PAGE 175,OF THE PUBUC RECORDS OF OKEECHOBEE COUNTY.FLORIDA DRIVE-THRU'. 8 VEHICLE STACKING 16 VEHICLES - SUBJECT TO TAYLOR CREEK RIGHT-OF-WAY DRIVE AISLES- .,1.,1;t s 12.5 FT WIDE DRIVE THROUGH LANES FOR ONE WAY i fi • 24 FT(MDE FOR DUAL TRAFFIC 6•• • 12 FT IMIN.i WIDE ONE WAY DRIVE AISLE ' LJ �iEt SETBACKS > A Y BUILDING REQUIRED PROPOSED Q H- SIDE SETBACK SETBACK I iii 2.0 NORTH (SIDEANTERIOR) 8 FT 31 FT CE g SOUTH (SIDE/CORNER) 8 FT 61 FT LL w W EAST (FRONT) 20 FT 138 FT H E3 / w WEST (REAR) 10 FT 13 FT CO cC5 Q Q LANDSCAPE: REQUIRED. II- LU O m LU ,4§ NORTH (SIDE INTERIOR) 2 FT //� U SOUTH (SIDE CORNER) 2 FT V J -_ EAST (FRONT) LOFT O L'I"I WEST (REAR) 2 FT Q cr W m W 03 ` FLOOD ZONE o d THE SUBJECT PROPERTY DOES NOT LIE WITHIN ANY FLOOD ZONE ACCORDING TO FLOOD INSURANCE RATE MAP.COMMUNITY-PANEL NUMBER Ls( }f 120093C0480C,OKEECHOBEE COUNTY.FLORIDA.DATED JULY 16,2015,AND ISSUED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 0 O# SHEET NUMBER C-100 tT,1- 9� � /T,• Rt 151911S REV. DATE DESCRIPTION /0-- O ^ 0 I 4 1 / B 1 - I COPYRIGHT O 2022 tY WO' 1e • 'ram / F I S um wy owe law.acme -. ICE MAO E COND2_0SNG UHT ON I - D/� STAND.DY EOMPMENT SUPPLIER OVERFLOW SUPPLER D'RI'BOTTOM J _.._.. - - 02-ADe fYA51ROOFMAR O'yY2' 3'4' Li is ....- fi, JUWllwilh!IIIIIIIIIIIIIIIIMIIIIIIIIIIIOIIOIIIIIIIIII�LYIIIIIMIIIIIIIIIIINIWIIIIIIII6111WIIIIII�IIWIIIIII-" r V / �_ 11 WIIIu011Bllllllu lllu ll. I) I.I ■� I 07-jilli' f .�. __ 1. CRICKET.DNERi WATER AROUND All RTVS AND RELATED EQUIPMENT(PPP.) - Q I O T--f -D`R �pCa{ O9® Tom= W RTD.1 COORDINATE NON STRUCTURAL R ;�� = ks IAiLi • • %6"9 9 C o O 1�[l p AND MEL1fA2C.Al PLANS �r I ' L'� a ,,...,)/ ` J ^� tt PREF'MSHED GUARD I{ I 7 CC N U G I i �--�� �o. b _= RAIL 42.ABOVE FWSNEO FIDOP. - � I � � � K • • - oo.Tj - -- 0T I y.r 8 •.R a 6 _ N^a t SLOPE vd T2 s - n � " f 1-1 n to o S c r E. 1 v CONDENSATE DRAIN LwE ; rf-. N. •�- 1 ._ 5 , N LL g en TERMINATE AT CANOPY - = -- tTT 10 N KK OR AS REQUIRED DY AIU� u OPEN O c ._lr D NO C9, O y -.... a-0 b „',,-j(Y,�• '��! Li.'A�o%\R�• _----- OR is y�/%////////�'��,\V�y_ 5527.G{'O 54AP AW AL4FRED RDDf9G / q C w I g� � � \ PER FL APPROVED SYSTEMS DELON = O � ' 0�.9 0 0 'IE • / ❑ BD.{ �f o Etli- l IIIIINIIIIIHINI111111�IIIIIIIIIIIIIINIIIIIN0IIIIIIIIIIIIIIIIWIIIIIIIIINWIIIIIIIIIIMIIIIIIII61000111rr )1 9 pp'iltli II _11• 1111. STES.CANOPY WRAPPED / OyERfLOW SCVIPE I D'R{"BOiiOM BARN ORE.METAL(MP 2). •2•ABOVE'BASHED ROOF MM SEE STRUCTURAL PLANS yP-9lI{ 6{3l{' 20 IIMR[Nen"FRAMING / Cyee 111RU WALI NCUrrER*RV s y DOWNSPOUT W a 'o _ .F.H - 0 a 0 aI W I L 0 O O -I \ LL b f NEN eR ke 4. ® MEZZANINE / ROOF PLAN Scale.1/4•=1'-o• 1 FLOOR PLAN Aj A100 Scale:1/4"=1'-0" F1'HRUC° ) a) EAII TABLE 30 STRUCTURALCONCRET4 DECKS-NEW CONSTRUCTION OFRERDOF(T -0E,) SYSTEM TYPEA-L BONDED INSULATION.BONDED ROOF COVER- RMR:Ron TO Notr 16EOR VAPOR Swill On1091 O Sys. Deck Base Insulation Layer Top Insulation Layer Royams Mot e MOP Attach Attach No. (Note 1) .r". Mmes.,.e1 _ Type Warn a,J,el two Attach (palr 5127,Ge10 on Summed.Aranes=IMIOua)amuun010: (Y^ MNtt2V5rt00 psi (Optional)Additional layers base 532],Ga30, L aft C) C.1. 1 Min.2.inc ACfoam II.Samatherm-a Insta-Stile nsM-Silk Sarnxy 1110 VC 9].5 t� Vf concreteinsulation Sikaplan Adhered Min.2,500 q1 Samacol (Optional)Additional layers Sawed S OM- S327,G910. Samara]2170 VC,Samacol M C-2, structural Min.1.S.inch ACFwm It SarTatherma M .9).S m e"/ m O .BA Insulation BA Sikaplan Adhered 2121,SIkaplan SSMA al M7AO7l Opu MIT1.S.inchACSwm n,Samatherma.N.Shield, Samaml Min.0.25.inch DensOefk or Sunoco!OM. O W o 1, Ci3. sWctunl 512J,GA10, SamamIZ1J0 VC -12J.5 =e 6i COMM* SamaNerm OM BA DensDect Prime BA Sikaplan Adhered LL e> O af) 1intt2'Sa00pv MIn.1.5.inch ACFwm II,SBmatherm,',Shield. Sunoco! (Optional)Min.025-inch Dens°. Sarwcol OM. 5327.Ga1U, Sarnac62170.Samurai A Cse concrete SemaTMrm OM-BA or DensDe0 Prime BA Sikaplan Adhered 2121,SIkaplan SSMA -]50.0 }F L V 0 CZ Co) Min.l.S inch 11Ciwm II,m Supreme. AljwmIII, Min,0.25inch Sarwtherm M Cover •� Mon1,:00 psi 5arwtherm-a CG.ACFoam Supmne.SarwtM1erm-a Samaml Board or Invinsa Rml Board or min. Sarw<y OM- Samaml 21J0,3Mwc01 J C-5 structural CG Plus.KShleld.SamaNerm,N-ShkM LG, 5327,6410 -]65DCD confrere SamaNerm CG,ExRGY I,Samatherm-m,15067 3 25 OM-BA 0.5-soh SamaNerm Roolboard N or BA 2170 VC Samurai 2121 P51,Sthermm 25 PS It-Shield HO arw O fn Min 2,500 psi Samaml Samuel cn C-6. structural MIT,1.5-imh A6wmll,Sarnatherma 2163. (Optional)Add0iowl layers base 2163. 5327,GOO. Sarnary 2170 VC,SamuraiL mnc [ Samaml Insulation Samacol AD- Skaplan Adhered 2121,Lluplan S5MA -9].S M te' L 0 o rt e AD-BA BA W a Min 2.500 qi Sun 2amaml Q ^; C) structural Min.1.5InN A6oam II,Sarwtherma,N.ShTeM. 2 2163, Min O25+nth DensDetk or 2163, S32J,GA10. Samafd ZIJOVC,Sarwcd 1275CNI an mrcrel< Sarweherm Samaml DemDeck Prone Sarnacol AD. Slkaplan Adhered 2121.Mkaplan SSMA AD-BA BA M 2.500 psiS103001 5anicp1 1 ANT[ to/o3/22 Cal structural Min.I.S inN ACEwmp,yrwNerm-a 2163, (Optional)additional layers of base 2163, 5327.6410, 5arnacy21]0.Samxol concrete Sunoco! Insulation Sarnacd AD. Sikaplan Adhered 2121,Ukase.5SMA -11).5 JOB 0_22o1a AD-BA BA In.1.5.ITNACFwm II,Sametherm.a,ACFwm 111, Min.0.25-Inch Samaterm M Cover �KAUV[i BY JAD 3 Min.2,500 pP SamaNerm-a CG.ACFoam Supreme,Sarwtherm-a Samaml Board or In0n,a Roof Board or min. s'n1jtO1 QiCK[D BY JAP 2163. 2163. Sarwcol 2l]O Sarnacol C.9. struOunl CA Plus,N-Shield,Samaterm,N-Shield CG, 0.5.inch SarwNerm floorboard N, 532],G010 .165.0 Samacol SamamlA0. 2170 VG Samacol 2121 concrete Sarw0lerm CG,ENAGY 3.Samaterm m,Plane 3 25 N-Shield ND,SarnaNRrm Pool Board OF BA PSI,Sarwthermm 25 PSI A0.6A A.III m ACFoam.II1ND Roolbwrd A100 22 RtVISI4n3 RE, DATE DESCRIPTION ELEVATION KEYNOTES (I.STANDING SEAM ROOF) BERRIDGE ROYAL BLUE R. Top c'Row s # NOTES AuLi TOP Cf PFWvE! • - Ta'- C/AU 1 STEEL CANOPY WRAPPED WITH BRAKE METAL-SEE CO/YRIGM 02022 (u.eRACKETSUNDERRooFEAVES) - STRUCTURAL PLANS FOR CANOPY FRAMING pRKREi51CORBELS UND E[ROOE Ent/52 BRACKETS/CORBELS UNDER ROOF EAVES-SW7674 Peppercorn PTw✓Rwu.VBN Amx SWRRPS PEPPERCORN SKAKGE TO pen SEPARATE 3 WALL MOUNTED SPEAKER SYSTEM A i PrnNR DOT HIAL, 4 ADDRESS NUMBERS TO BE 8"TALL X 2"BRUSH STROKE DA © 0 TOP Tom' CAW — - . 0 5 ELECTRICAL EQUIPMENT-SEE ELECTRICAL . __ 6 FROST PROOF HOSE BIBB or O $EIRE BREW 0 7 EXTERIOR WEATHER PROOF OUTLET-SEE MEP ,L_l D VE TNw COFFEE... EMERGENCY ROOF SCUPPER/OVERFLOW DRAIN 0 / 9 SURFACE MOUNTED SIGN PANEL n I 11 "/ O 10 TOP OF FOOTER-COORDINATE WITH CIVIL W.... ". . . __ .-.... ....: ,.- .-"._.. /_ TOP OF Omer 11 EIFS BAND AT TOP OF CMU _ _ W JI I♦t+_ 1 i N. IMO, f--'m _ i: _ Mom, Marrs ELEVATION LEGEND 3 E ® O T� TAG DESCRIPTION I NOTES in �� I SWT100 ARCADE WHITE • A BOARD 8 BATTEN COMPOSITE SIDING-SW7100 Arcade White m L`o 5 GUTTER ' 1 , •i li i I I B PAINTED SPLITFACE CMU(alt.Stucco Brick)-SW7674 Peppercorn W m I I, ROYAL BLUE rill: C BRAKE METAL CAP FLASHING-BERRIDGE ROYAL BLUE —yr=t v e m ° .—.—.—_—meow Hoerr D METAL SOFFIT PANELS r-rn t`? C iO 31-0x E STANDING SEAM ROOF-BERRIDGE ROYAL BLUE 4 -'c m v 3 oUd § 0 0 F COLUMN WRAP-BRAKE METAL-BERRIDGE ROYAL BLUE Z co �L"i F — , Mai G ROUND STOREFRONT SIGN-SUPPLIED&INSTALLED BY SIGN O"C'i4 L" °o m.- --- --a—� VENDOR n O I-W LL 1/4"THICK ACRYLIC SIGNAGE APPLIED T OB.CANOPY IAWNING I O SIDING W/DOUBLE /�� BERRIDGE ROYAL SLUE0, (10.PORCH I PORTICO) H STICK TAPE _M%/�\��BERRIDGE ROTH)BLUE J BRAKE METAL CAP OVER CORNICE-BERRIDGE CHARCOAL V 1II ® SOUTH ELEVATION BRIDGE ROYAL BL SOUARE UUEMNS) K HORIZONTAL COMPOSITE TRIM TO ALIGN WITH CANOPIES Scale:1l4"=1'-0' L ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR NOTE:BUILDING SIGNAGE SHOWN IS NOT FINALIZED. BUILDING SIGNAGE TO GO THROUGH A SEPARATE PERMIT REVIEW PROCESS WITH AHJ. In C 0 to > C) ' • W O Arkk TOP CF Roo! (1.STANDING SEAM ROOF) +... DN —' - 2l'R. BERRmfiE ROYAL DLUE oaL20$� Toe of CAAUr� PaD�er ok g.0 �. (lc BRACKETS UNDER ROOF EAVES) LDRKREiS ILORBEl6 uN0ER RDOf EAYES ��'� . � STTi6,s rrr tCORx -- Ln [xuurc TO of BT St WW1 - �- - _ ` O� T--oP eF MU O sEP� W) O ,p ' AD AYLENcBRE,NY _ - - . , DIM TIRI COFFEE en la A F.-,. .. . O a7roP OF cuDvr R I EN� CO Wtmow Ham klaa.r _4 Mk -- II lC) 6Wi100 ARCADE WHITE CO/�� V BERRIDNOPYIAWNING) I` W M BERRIDGE ROYAL DIUE W<�Y 4 ROYAL BLUE �`3� L. ITS Cl.) 'II I LL • o I ROOK ►R _ i a".R rrz o �p '-------- O LED DISPLAY PARELS ROYAL I'��I,, '. w. Q v' J BLUE TRW _� CD (10.PORCH I PORTICO) (OS SQUARE COLUMNS I BERRIDGE ROYAL BUM \\ litc 0 BERRIDGE ROYnI Blur NORTH ELEVATION - — ® ISOMETRIC 1 �1 �1/� V, Scale:1/4"=1'-0" Scale:1/4"=1•-0" LL W _ t < N Na Q9TE 10/05/22 riini ,}� J9B P_22018-I �//1 DRAWn BY 5 ataro BY OF A200 22 ELEVATION KEYNOTES FTVI319113 REV. DATE DESCRIPTION (I.STANDING SEAM ROOF) # NOTES S.W.i0 OE ON SEPAPA'e P<Nwl DOI MALL BERRIDGE ROTAI DIVE STEEL CANOPY WRAPPED WITH BRAKE METAL-SEE 1 STRUCTURAL PLANS FOR CANOPY FRAMING $ ROOF 2 BRACKETS/CORBELS UNDER ROOF EAVES-SW7674 Peppercom © 3 WALL MOUNTED SPEAKER SYSTEM 0 4 ADDRESS NUMBERS TO BE 6"TALL X 2"BRUSH STROKE 5 ELECTRICAL EQUIPMENT-SEE ELECTRICAL COPYRIGHT 02022 (10.BRACKETS UNDER ROOF EAVES I 6 FROST PROOF HOSE BIBB TOP OF POET 4 eN aq BRACKETS/CORBELS UNDER ROOF EAVES 7 EXTERIOR WEATHER PROOF OUTLET-SEE MEP t0 L`MKO M `v`wE'W"ON,'K"0 -�� --'-_-.-.-.-.-.-.-------'-. 4j SWTUYV PEPPERCORNy4 0 6 EMERGENCY ROOF SCUPPER/OVERFLOW DRAIN 9 SURFACE MOUNTED SIGN PANELA0 Av Q10 TOP OF FOOTER-COORDINATE WITH CIVIL �/ \0 9�- F�� DO 11 EIFS BAND AT TOP OF CMU ���, \\\\ THRU CO (-----) S��pzcer OD TYP ELEVATION LEGEND la1 -,-- TAG DESCRIPTION(NOTES \---____/' �DOOR HF77_m_H9_9R_—___ A BOARD&BATTEN COMPOSITE SIDING-SW7100 Arcade White W<o T-' B PAINTED SPLITFACE CMU(all.Stucco Brick)-SW7674 Peppercorn GLCTER C BRAKE METAL CAP FLASHING-BERRIDGE ROYAL BLUE E I1 B.CANOPYIAWNING) D METAL SOFFIT PANELS U iA 5 r BERt9GE ROYAL DIVE V I E STANDING SEAM ROOF-BERRIDGE ROYAL BLUE ` / 0 F COLUMN WRAP-BRAKE METAL-BERRIDGE ROYAL BLUE " v 6 G ROUND STOREFRONT SIGN-SUPPLIED&INSTALLED BY SIGN W N n m 5 a VENDOR t ? u H 1/4"THICK ACRYLIC SIGNAGE APPLIED TO SIDING W/DOUBLE MT ro`n o ocii F1lm FLOOR STICK TAPE 3 LL 8-- J BRAKE METAL CAP OVER CORNICE-BERRIDGE CHARCOAL z c B a K HORIZONTAL COMPOSITE TRIM TO ALIGN WITH CANOPIES Q•"/ 4'r( Q W o mot._ L ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR Ci`r'O I-w LL 1 WEST ELEVATION ^^ A201 Scale:1/4"=1'-0" NOTE:BUILDING SIGNAGE SHOWN IS NOT FINALIZED. ,•, ' BUILDING SIGNAGE TO GO THROUGH A SEPARATE PERMIT REVIEW PROCESS WITH AHJ. V) C 0 t4 > 0 (14.BRACKETS UNDER ROOF EAVES I UJ BRACKETS/CORBELS U 0E4 ROOF EAVES• 5,1761,1 PEPPERCORN V. A Ap Tor ar Roar— r-_ ,,.. ••,'L © !(j4`N eop ToraFCNU 0 A 0 �4 N 8 D .-`-_-- (78.CANOPY I AWNING) 7-4 O�� ,BERRIDGE ROYAL DIVE n v ......TOBESYSEPARATE J6N eq ...1� fIRU GO OOp �� rERNrrmorF.wl t F IE'�'S!:' ----- � ✓ (BREW Fr O LE, ORQ Simp\ L CURB,.I TNRU C • TOP Cf 214OPY 1 I O �y - ___ Q) • Aai IfRw71 Him.---.—.—._ L_' '� • i g 9 F 0 SWT100 ARCADE WHITE '�S!�-` M O 4 -.. i ( '... ROYAL BLUE ei O - - ..__ -. L �.B, (10.PORCH(PORTICO) -' > l BERRIDGE ROYAL DIUC ` COSW7674 PEPPERCORN - II W M O — 1 L J to ROOK • 4 O4B• Su-H ex.tr _ • O ; p As ir (20.EXPRESSION LINES) (2-VERTICAL,RECTANGULAR RINOOWS) 0 (OB.SQUARE COLUMNS I NCRRONfAL COMPOSITE TRIM DERRiDGE ROYAI BLVE TO ALIGN WITH CANOPIESQ ® EAST ELEVATION ® ISOMETRIC 2 CD J Scale.1/4"=1'-0" 'O Scale:1/4"=V-0" 0 cn L a m c t < N- cNio DATt P_22022 : . J4B P_220I8-I /' ! ' DRAWN BY JAY 6 CtitCltED BY JAY OF A201 22