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Res No 023-23-15957RESOLUTION NO. 023-23-15957 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA RECOMMENDING APPROVAL OF A MODIFICATION TO A SITE PLAN PURSUANT TO SECTION 20-3.4(B)(4) (a)(ii), FOR AN EXISTING SPECIAL USE PREVIOUSLY APPROVED BY RESOLUTION NO. 6-99-10631 FOR A CONVENIENCE RESTAURANT WITHIN THE GENERAL RETAIL (GR) ZONING DISTRICT ON PROPERTY LOCATED AT 6290 S. DIXIE HIGHWAY; PROVIDING FOR CONDITIONS; ENFORCEMENT OF CONDITIONS; CORRECTIONS; SEVERABILITY; AND AN EFFECTIVE DATE. WHEREAS, WO Partners, submitted Application No. PB-22-010 (the "Application"), requesting a special use pursuant to both Section 20-(3.4)(B)(4)(a)(ii) and Section 20-5.8 of the Land Development Code (the "LDC") to allow a modification to the site plan for Chipotle Mexican Grill, an existing convenience restaurant located at 6290 S. Dixie Highway (the "Property"); and WHEREAS, in 1999, the City Commission adopted Resolution No. 6-99-10631 (the "Original Resolution") to approve a Special Use for a convenience restaurant at the Property with a site plan that included a drive-through lane; and WHEREAS, in 2007, a new convenience restaurant operator, Chipotle Mexican Grill, removed the drive-through lane to accommodate additional off-street parking spaces; and WHEREAS, the Application proposes to modify the site plan by removing approximately five (5) off-street parking spaces and altering landscaping to accommodate the installation of a new drive-through lane and adding building square footage; and WHEREAS, the modification to the site plan was evaluated by City staff which found that the proposed modifications complied with all LDC regulations, provided appropriate conditions are complied with, and, on that basis, recommended approval of the modification to the site plan, as more fully set forth in the staff report to the City Commission dated February 21, 2023; and WHEREAS, pursuant to Section 20-3.4(B)(4)(a)(ii) of the LDC, the City Commission shall review and recommend approval, disapproval or modification of all site plans and project specifications, including, but not limited to, traffic circulation, landscaping, lot size, access and facility arrangement for the Special Use Permit approved by the Original Resolution; and WHEREAS, because pursuant to Section 20-5.8 of the LDC, the approval of a special use requires review by the Planning Board and a recommendation to approve, deny, or approve with conditions, the Application was presented to the Planning Board for their consideration; and WHEREAS, at a public hearing on July 26, 2022, the Planning Board voted four (4) to two (2) to recommend approval of the site plan modifications; and WHEREAS, the Mayor and City Commission of the City of South Miami, having considered the request for modification to the site plan pursuant to Section 20-3.4(B)(4)(a)(ii) of Page 1 of 3 Res. No. 023-23-15957 the LDC and having found that those conditions listed in Section 20-5.8 of the LDC have been met, desire to recommend approval of the site plan modifications for the Special Use previously approved by the Original Resolution. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section 1. Recitals and Findings. The recitals set forth in this resolution are true and correct, and are supported by competent substantial evidence, and they are incorporated into this resolution by reference as if set forth in full herein. The City Commission finds that the modification to the site plan requested in the Application meets the requirements of both Section 20-(3.4)(B)(4)(a)(ii) and Section 20-5.8 of the LDC, including the criteria of Section 20-5.8(B) of the LDC. Section 2. Approval. The Application submitted by WD Partners, LLC, requesting a special use to modify the site plan of the existing convenience restaurant, Chipotle Mexican Grill, within the GR zoning district located at 6290 S. Dixie Highway, South Miami, Florida, is hereby approved and a recommendation of approval is made for the subsequent site plan review process. Section 3. Conditions. This special use is hereby approved subject to the following terms and conditions as well as all applicable City ordinances, codes, rules, and regulations: a. Address the parking deficit for the site by complying with Section 20-4.4(A) of the LDC; b. A Tree Removal Permit shall be required prior to the removal/relocation of any trees on the site; c. Exterior renovations or modifications to the site and establishment may be subject to approval by the Environmental Review & Preservation Board (ERPB) as required by Section 20-5.11 of the LDC; and d. If the special use is, in the future, determined by the Director of Planning and Zoning, to be adversely affecting the health or safety of persons residing or working in the vicinity of the proposed use, to be detrimental to the public welfare or property or improvements in the neighborhood, or to be not in compliance with other applicable Code provisions, the special use approval may be modified or revoked by the City Commission upon notification and public hearing. Section 4. Enforcement of Conditions. The Owner of the Property understands and acknowledges that they must comply with these conditions and all other applicable requirements of the LDC and City Code before they may commence construction or complete the modifications, and that the foregoing approval in this Resolution may be revoked by the City at any time upon a determination by the City Commission, following a public hearing, that the Owner is in non-compliance with the LDC, the City Code and/or the conditions of this Approval and have failed to cure, or to provide an acceptable plan to timely cure, the non-compliance. Page 2 of 3 Res. No. 023-23-15957 Section 5. Corrections. Confo rming la ng u age or technical s cri vener-type corrections may be made by the City Attorney for any co n form ing amendments to be incorporated into the final resolution for signature. Section 6. Severability. In th e event any portion or section of this Resolution is determined to be invalid, ill egal o r unconstitutional by a co urt or agency of competent jurisdiction, s uch decision s hall in no way affect the rem a ining portio ns of thi s R esolution, which shall remain full force and effect. Section 7. Effective Date. This resolution sh all become effective immediately up on adoption. PASSE D AND ADOPTED t hi s 2I51 day of February. 2023 . ATTEST: APPROVED: MANOR READ AND APPROVED AS TO FORM, COMMISSION VOTE: 5-0 LANGUAGE, L ALITY AND Mayor Jav ie r Fernandez: Yea EXECUT REOF Vice May or Lisa Bonich: Yea C ITY ATTORNEY WEISS SEROT A HELFMAN COLE & BIERMAN, P.L. Comm issioner Josh Liebman: Yea Commissioner Brian Corey: Commissioner Steve Call e: Page 3 of 3 Yea Yea Agenda Item No:7. City Commission Agenda Item Report Meeting Date: February 21, 2023 Submitted by: Marcus Lightfoot Submitting Department: Planning & Zoning Department Item Type: Resolution Agenda Section: Subject: QUASI-JUDICIAL WARNING: THE FOLLOWING MATTER IS CONSIDERED TO BE QUASI-JUDICIAL. PLEASE REVIEW THE RESTRICTIONS THAT ARE MORE FULLY SET FORTH AT THE END OF THIS AGENDA. A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA RECOMMENDING [APPROVAL OF/DENIAL OF] A MODIFICATION TO A SITE PLAN PURSUANT TO SECTION 20-3.4(B)(4) (a)(ii), FOR AN EXISTING SPECIAL USE PREVIOUSLY APPROVED BY RESOLUTION NO. 6-99-10631 FOR A CONVENIENCE RESTAURANT WITHIN THE GENERAL RETAIL (GR) ZONING DISTRICT ON PROPERTY LOCATED AT 6290 S. DIXIE HIGHWAY; PROVIDING FOR CONDITIONS; ENFORCEMENT OF CONDITIONS; CORRECTIONS; SEVERABILITY; AND AN EFFECTIVE DATE. 4/5 (CITY MANAGER-PLANNING DEPT.) Suggested Action: Attachments: 6290 S. Dixie Hwy Special Use CM Report.docx 6290_S._Dixie_Hwy_SU_Resolution.docx Res. No. 006-99-10631.pdf PB-22-010 Report Documents.pdf PB-22-010 Final PB Regular Meeting Minutes Excerpt - 07-26-2022.pdf Chipotle Drive-Thru - TRAFFIC Approval Memo 2.7.23._Signed.pdf W9811 Chipotle Queue Study_1.24.23.pdf Land Survey.pdf Chipotle_South Miami_FL_2nd Review Comments_Planning Package_01-27-2023.pdf MDBR Ad.pdf Miami Herald Ad.pdf 1 CITY OF SOUTH MIAMI OFFICE OF THE CITY MANAGER INTER-OFFICE MEMORANDUM TO:The Honorable Mayor, Vice Mayor, and Members of the City Commission FROM: Genaro “Chip” Iglesias, City Manager DATE: February 21, 2023 SUBJECT: Convenience Restaurant Special Use Application-6290 S. Dixie Highway A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA RECOMMENDING[APPROVALOF/DENIALOF]AMODIFICATIONTOASITEPLAN PURSUANTTO SECTION 20-3.4(B)(4)(A)(II), FOR AN EXISTING SPECIAL USE PREVIOUSLY APPROVED BY RESOLUTIONNO.6-99-10631FORACONVENIENCERESTAURANTWITHINTHEGENERALRETAIL (GR) ZONING DISTRICT ON PROPERTY LOCATED AT 6290 S. DIXIE HIGHWAY; PROVIDING FOR CONDITIONS; ENFORCEMENT OF CONDITIONS; CORRECTIONS; SEVERABILITY; AND AN EFFECTIVEDATE. RECOMMENDATION: Staff recommends that the City Commission recommend approval of the site plan modifications for the Special Use previously approved by the Original Resolution. BACKGROUND: Originally approved as a Convenience Restaurant with a drive through lane in 1999 via Resolution #6-99-10631(“Original Resolution”), the drive through lane was later removed and replaced with five (5) on-site parking spaces in 2007 by the current tenant, Chipotle Mexican Grill. Because of changes in the market, the applicant has requested approval to reinstall the drive-through lane as a means of quickly serving its patrons. In looking at the regulations for convenience restaurants, it was determined that the proposed modification to the site plan must be reviewed and approved by the City Commission via the Special Use permit process prior to commencement of the requested activities. REQUEST: Pursuant to Section 20-3.4(B)(4)(a)(ii) of the City’s Land Development Code, WD Partners, the applicant, is requesting approval via the Special Use permit process to modify the site plan for Chipotle Mexican Grill, an existing convenience restaurant located at 6290 S. Dixie Highway. ANALYSIS: Pursuant to the Special Use Conditions, Section 20-3.4 of the LDC, a special use may be approved and permitted by the City Commission at a public hearing, after a recommendation by the Planning Board, provided that such use complies with the general requirements, special 2 THE CITY OF PLEASANT LIVING 6290 S. Dixie Highway Special Use Application February 21, 2023 Page 2 of 7 requirements, and any other conditions that the City Commission may consider appropriate and necessary.When reviewing the project, the following items are noted: The subject property is in the City’s General Retail (GR) zoning district; The use of a Convenience Restaurant is permitted as a Special Use in the GR zoning district; The “Convenience Restaurant” use classification is the only restaurant classification in the City that permits the sale of food and/or beverages directly to customers that are in a motor vehicle; The applicant’s intent is to renovate the site to accommodate the drive-through lane and a portion of the existing one-story building; The proposed drive through lane will be used for the pickup of mobile orders only. Noorders will be placed in the drive through area. Additionally, the applicant is not proposing a freestanding menu board or speaker at this time. Per the attached site plan, the existing one-story building is approximately 3,163 square feet and sits on a 25,725 square foot lot. Once renovated, the building footprint will be increased to approximately 3,351 square feet. Per the plans provided, the additional 188 square footage will consist of a new cooler area for the restaurant that will be installed at the rear of the building. The subject property abuts the following zoning districts: o North: General Retail (GR) o South: General Retail (GR) o East: Medium Density Multi-Family Residential (RM-24) o West: Planned Unit Development – Hospital (PUD-H) There are two (2) other convenience restaurants in the GR zoning district area along S. Dixie Highway and both restaurants have drive-through lanes. The two (2) restaurants are: o McDonald’s (6150 S. Dixie Highway); and o Taco Bell (6310 S. Dixie Highway) The attached proposed Site Plan, sheet A1.0, and the attached proposed Floor Plan, sheet A2.0, detail how both the site and interior will look once the restaurant has been renovated. Additionally, the attached Exterior Elevations, sheet A3.0 – A4.0, detail how the exterior of the building will look once the renovations have been completed as well. It is important to note that all site and exterior building renovations must first be reviewed and approved by the City’s Environmental Review & Preservation Board (ERPB) prior to the issuance of any building permits for exterior renovation of the site. 3 6290 S. Dixie Highway Special Use Application February 21, 2023 Page 3 of 7 PARKING SPACE ANALYSIS Pursuant to Section 20-3.3(D) of the LDC, the minimum parking space requirement for a Convenience Restaurant use is as follows: One (1) space per one hundred (100) square feet of gross floor area. Pursuant to the attached site plan, sheet A1.0, the existing building will have a square footage of 3,351 square feet once all renovations are completed. Based on the information provided, the minimum amount of parking spaces required for the modified establishment will be: Convenience Restaurant Parking Space Requirement3,351?.?.1 × 1 ??????? ?????100 ?.?.= 33.51 ??????? ??????≈?? ? ????? ? ?????? Based on the calculations listed above, the restaurant will be required to provide a minimum of thirty-four (34) parking spaces on site. Currently, the site has approximately thirty-seven (37) parking spaces on site. As part of the renovation, approximately five (5) parking spaces will be removed to accommodate the proposed drive-through lane. Once completed, the available parking on site will be reduced to thirty-two (32) spaces which will not meet the minimum parking space requirement for the use. To remedy the noncompliance, the City has options available that can address the deficit in on-site parking spaces. Pursuant to Section 20-4.4(A) of the LDC, Properties that cannot provide the required number of spaces on-site or through the provision of off-site spaces pursuant to Section 20-4.4(F), for a change to a use other than one that is medical in nature, shall purchase from the City monthly parking permits for the number of spaces that aren't provided on-site or through the provision of off-site spaces pursuant to Section 20-4.4(F). Proof of purchase of the permits shall be submitted at the time of application for and renewal of the Business Tax Receipt for the use(s) occupying the property. Failure to obtain the required permit(s) in any given month shall be treated as a violation of this Code pursuant to Section 20-6.3. The applicant may also request a reduction in the minimum parking space requirement from the City Commission via the City’s Variance application process. It is important to note that the applicant has contacted the City’s Finance Department in response to the parking deficit and it is expected that they will comply with the regulations listed in Section 20-4.4(A) above. As part of the review of the project, the plans provided were reviewed by Ms. Diana White, PE, the director of Transportation & Mobility for Calvin, Giordano & Associates. Ms. White recommended various changes to the plans so that there were no transportation related issues with the influx of additional vehicles on the site. Pursuant to her memorandum to the City dated February 7, 2023, all of her comments were satisfactorily addressed, stating the following: 4 6290 S. Dixie Highway Special Use Application February 21, 2023 Page 4 of 7 Calvin, Giordano, and Associates has reviewed the submitted Traffic Study for the Subject Site dated January 2023 prepared by CPH Corp. and we are in agreement with the provided queuing study and conclusions. All traffic related comments to the site plan and study have been satisfied. Please see history of traffic review below. SPECIAL USE REGULATIONS To be approved, the modified Convenience Restaurant must comply with the Special Use general requirements listed in Section 20-3.4(A) of the LDC which are as follows: A. General Requirements. 1. All such uses shall comply with all requirements established in the appropriate zoning use district, unless additional or more restrictive requirements are set forth below or by the City Commission. 2. All such uses shall be determined to be of a compatible and complementary nature with any existing, planned or anticipated surrounding uses. 3. A public hearing shall be held by the City Commission to determine the overall compatibility of the use with the surrounding neighborhood. 4. If a special use is, in the future, determined by the Director of the Planning and Zoning Department or the City Commission, to be adversely affecting the health, safety or welfare, including quiet enjoyment, of persons residing or working in the vicinity of the proposed use, or otherwise to be detrimental to the public welfare or property or improvements in the surrounding neighborhood, or to be not in compliance with any other applicable Code provisions, the special use approval may be modified, with conditions of approval revised or added to alleviate such adverse effect, or revoked by the City Commission upon notification and public hearing. Additionally, the modified Convenience Restaurant must also comply with the Special Use special requirements listed in Section 20-3.4(B)(4)(a) which are as follows: B. Special Requirements 4. Restaurants a. Restaurant, Convenience i. No vehicular ingress nor egress shall be permitted along streets and rights-of-way bordering residential zoning districts in the City of South Miami. Public streets, rights-of-way, sidewalks and required setbacks may not be used for patio or street-side services of any kind. 5 6290 S. Dixie Highway Special Use Application February 21, 2023 Page 5 of 7 ii. The City Commission shall review and recommend approval, disapproval or modification of all site plans and project specifications, including, but not limited to, traffic circulation, landscaping, lot size, access and facility arrangement for this Special Use Permit. SPECIAL USE ANALYSIS Section 20-3.4 of the LDC provides the standards against which this application must be reviewed. The following is staff’s analysis of the Special Use conditions for the proposed modification to the existing Convenience Restaurant that are quantifiable: General Requirements: 1.All such uses shall comply with all requirements established in the appropriate zoning use district, unless additional or more restrictive requirements are set forth below or by the City Commission. Pursuant to the City’s Permitted Use Schedule, Section 20-3.3(D) of the LDC, the use of a Convenience Restaurant is permitted in the GR zoning district but requires City Commission approval prior to the commencement of any activities. The Special Use for Chipotle was originally approved by the City Commission in 1999 and was transferred to Chipotle Mexican Grill in 2007. Because the applicant is proposing to modify the site plan, it must be re- reviewed by the City Commission for compliance. If approved, the project will continue to comply with all regulations that pertain to the GR zoning district. 2.All such uses shall be determined to be of a compatible and complementary nature with any existing, planned or anticipated surrounding uses. Because of the nature of South Dixie Highway, the proposed modification will complement the concept that patrons who are traveling along the highway will be able to obtain their food and/or drink quickly and reenter the busy highway. Furthermore, the proposed modifications will bring Chipotle in line with the existing convenience restaurants that are already in the same zoning district that are located along South Dixie Highway. The use would also be located near an existing gas station which is also positioned to provide fast service to patrons along the highway. Because of that, the proposed modifications would be both compatible and complementary with the uses in the surrounding areas. Special Requirements: 1.No vehicular ingress nor egress shall be permitted along streets and rights-of-way bordering residential zoning districts in the City of South Miami. Public streets, rights-of-way, sidewalks and required setbacks may not be used for patio or street-side services of any kind. While the site has access from both the north and south via the adjacent shopping center plazas, the only right-of-way access to the restaurant is from South Dixie Highway. Also, the restaurant currently has an outdoor seating area at the front of the restaurant that was previously approved by the City in 2008. 6 6290 S. Dixie Highway Special Use Application February 21, 2023 Page 6 of 7 PLANNING BOARD RECOMMENDATION: After a public hearing on July 26, 2022, the Planning Board made a motion to recommend approval of PB-22-010. The motion passed by a vote of four (4) to two (2). RECOMMENDATION AND CONDITIONS: Staff recommends that the City Commission recommend approval of the site plan modifications for the Special Use previously approved by the Original Resolution. This approval should be subject to the following terms and conditions outlined as well as all applicable City ordinances, codes, rules, and regulations. a. Address the parking deficit for the site by complying with Section 20-4.4(A) of the LDC; b. A Tree Removal Permit shall be required prior to the removal/relocation of any trees on the site; c. If required by the Code, all exterior renovations or modifications to the site and establishment may be subject to approval by the Environmental Review & Preservation Board (ERPB); and d. If the special use is, in the future, determined by the Director of Planning and Zoning, to be adversely affecting the health or safety of persons residing or working in the vicinity of the proposed use, to be detrimental to the public welfare or property or improvements in the neighborhood, or to be not in compliance with other applicable Code provisions, the special use approval may be modified or revoked by the City Commission upon notification and public hearing. ATTACHMENTS: Application, Dated April 29, 2022 Letter of Intent, dated April 29, 2022 Warranty Deed Camra Investments, LLC Ownership Letter, dated April 20, 2013 Resolution #6-99-10631 Mailing Label Affidavit w/ Location Map, dated May 3, 2022 Neighborhood Awareness Affidavit, dated May 5, 2022 Neighborhood Awareness Letter, dated May 6, 2022 City Notice of Public Hearing Legal Ad Traffic Memorandum from Ms. Diana White, PE, dated, February 7, 2023 Chipotle Queue Analysis Memorandum from CPH, dated January 24, 2023 As-Built Topography Survey Chipotle South Miami Remodel Plans, prepared by WD Partners, dated January 27, 2023, including: Coversheet, sheet G0.0 Site Notes & Details, sheet C1.0 Site Plan, sheet C2.0 Vegetation Survey, sheet L0.01 Tree Disposition Plan, sheet L1.00 7 6290 S. Dixie Highway Special Use Application February 21, 2023 Page 7 of 7 Landscape & Mitigation Plan, sheet L1.01 Landscape Details, sheet L1.02 Irrigation Plan, sheet L1.03 Proposed Site Plan, sheet A1.0 Proposed Floor plan, sheet A2.0 Proposed Exterior Renovations, sheet A3.0 – A4.0 8 12 RESOLUTION NO. 6-99-10631 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO A REQUEST FOR A SPECIAL USE PERMIT FOR A "RESTAURANT, CONVENIENCE, " AS SPECIFIED IN § 20-3 .4 (B) (4) (a) OF THE LAND DEVELOPMENT CODE, REGARDING PROPERTY LOCATED AT 6290 SOUTH DIXIE HIGHWAY, SOUTH MIAMI, FLORIDA 33143; PROVIDING FOR A LEGAL DESCRIPTION; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the subject property is located at 6290 South Dixie Highway, South Miami, Florida, 33143, and is legally described in a document attached hereto and labeled as, "Exhibit I;" and WHEREAS, Sizzling Food Concepts, Inc., submitted an application requesting a Special Use Permit, in order to operate a "Restaurant, Convenience," as specified under sub-Section 20- 3.4(B) (4) (a) of the Land Development Code; and WHEREAS, subject property is located in the "GR" General Retail zoning district, which permits "Restaurant, Convenience" as a special use, pursuant to applicable conditions; and WHEREAS, the applicant submitted a copy of the lease between the applicant and property owner, demonstrating the property owner's approval of the use; and WHEREAS, the Planning staff has recommended approval of the application for a Special Use Permit with the conditions noted in the attached City Manager's Report, dated December 29, 1998, basing the recommendation upon (a) the merits of the application as it directly relates to specific requirements in the Land Development Code and (b) consistency with the City's adopted Comprehensive Plan; and WHEREAS, on November 24, 1998, the Planning Board voted 5:1 to recommend approval of the Special Use Permit with the conditions noted in the attached City Manager's Report, dated December 29, 1998; and WHEREAS, the Mayor and City Commission of the City of South Miami desire to accept the recommendation of the Planning Board. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section 1. The application submitted by Sizzling Food Public Hearing January 5, 1999: Schlotzky's Deli 1 13 ..... ......... .......... . .... · Page 2 of Res. #6-99-10631 Concepts, !nc ~ ,.. requesting·· a Special Use:! Permit ·· to operate a:···· ''Restaurant, Ccmvenience" a.s specified in Section 20-3 .4 (B) (4) {a) of the City's tandDevelopment Code, is hereby granted with the conditions noted in attached City Manager's Report, dated December 29, 1998. Section 2~ This approval is subject .. to and dependent upon the restr:i.ction and lirnitation of the "Restaurant, Conven.:i.ence 11 use to 6290 Scn1th Dixie Highway, as indicated in the submitted site plan. Section 3< The city Maiiagei may re~ke thi~ ap~;ovalup~~ a determination that any other po:rtion of the property, legally described herein, :i.s utilized for restaurant purposes; including storage, food preparation, deliveries or any services related to restaurant<uses, which are not authorized and licensed by the City o,f south Miami the sub,j ect property. Section 4. The City Manager may revoke this approval upon a determinatfont:hat any other property isbe:i.ng utilized for restaurant purposes, and such use is related to the ,subject property, but such use has not been authorized and licensed by the City of South Miami, including stora.ge, food preparation, deliveries or any other services related to this restaurant use. ·· section 5.;>The-City Manager shall have final approval and authority over all matters regarding the determination of the applicant's compliance. with the ... intent of these sections. Section 6. This resolution shall take effect iminediately Upon approval. ·· PASSED AND .ADOPTED this day of January, 1999 .. i~r TY CLERK . ... .. . . COMMfSSlON VOTE:-s:..o READ AND APPROVED AS TO FORM: ~:a~-~/~p- ,M9-yor Robaina: Yea Vfce''.~ayor Ol tveros: ' .·.····•••······· Yea Commissioner Russe 11: Ye~ ··~~:0,f,~~.~~tfm~f~iotzky'··~· .. Deli~: 14 .. CITY OF SOUTH MIAMI INTER-OFFICE MEMORANDUM To: Mayor and City Commission From: Charles D. Scurr /';J J ~ City Manager {_,µ,o REQUEST: Date: December 29. 1998 Agenda Item# / 2,, Re: Comm. Mtg. 01/05/99 Convenience Restaurant A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI. FLORIDA, RELATING TO A REQUEST FOR A SPECIAL USE PERMIT FOR A "RESTAURANT. CONVENIENCE." AS SPECIFIED IN § 20-3.4(B)(4)(a) OF THE LAND DEVELOPMENT CODE. REGARDING PROPERTY LOCATED AT 6290 SOUTH DIXIE HIGHWAY, SOUTH MIAMI, FLORIDA 331 SS; PROVIDING FOR A LEGAL DESCRIPTION; AND PROVIDING FOR AN EFFECTIVE DATE. BACKGROUND: The applicant proposes to locate a new restaurant. Schlotzky's Deli, at the property currently occupied by Kenny Rogers Roasters. The current structure, which is approximately 2,300 square feet, would be demolished and replaced by a new building of 3,198 square feet. The City's occupational license records demonstrate that a convenience restaurant has occupied the property since Arby's opened in 1968. The concept of Schlotzky's Deli hinges upon the motto ,;fast casual". The restaurant serves a varied menu. but offers drive-through and counter service. The restaurant would provide interior seating for approximately 68 patrons and exterior seating for approximately 12 patrons. The proposed hours of operation are 6:30 a.m. to IO p.m., Monday through Thursday and Sunday; 6:30 a.m. through 11 p.m. Friday and Saturday. The site plan and menu are attached for your reference. It is important to note that the menu includes beer and wine; however, the sale of beer and wine would not be permitted at the subject location due to its proximity to residentially zoned property, per the City's Code of Ordinances. The definition ·or Convenience Restaurant. special use conditions for all uses, and specific conditions for Convenience Restaurant are included below: City Manager·s Report: Schlotzky"s Deli I 15 . \ DEFINITION [from Section 20-2.3; found on page 16 of the Land Development Code] Restaurant, convenience. Shall mean an establishment where the principal husiness is the sale of food and be,·erages to the customer in a ready-to-consume state and where the design or principal method of operation is that of a fast-food or dri,·e-in restaurant o.tfering quick food sen·ice. where orders are genera/(v not taken at the customer ·s table. where food is generally sen·ed in disposable wrapping or containers. and where .tood and beverages may be served directly to the customer in a motor vehicle. This use may include delive,:v sen•ice ·with City Commission approval. The proposed use is located in the "GR" General Retail zoning district. A ••restaurant. convenience" is pennitted. pursuant to special use approval. as indicated under Section 20-3.3 of the Land Development Code. Such uses must meet the requirements for special uses contained under Section 20-3.4 and Section 20-5.8 of the Land Development Code. These requirements are the same throughout the City, and excerpted sections are included below: SPECIAL USE CONDITIONS (A) General Requirements [from Section 20-3.4; found on page 40 of the Land Development Codel ( 1) All such uses shall comply with all requirements established in the appropriate zoning use district, unless additional or more restrictive requirements are set forth below or by the City Commission. (2) All such uses shall be determined to be of a compatible and complementary nature with any existing or planned surrounding uses. (3) A public hearing shall be held by the City Commission to determine the overall compatibility of the use with the surrounding neighborhood. (B) Special Requirements [from Section 20-3.4; found on page 41 of the Land Development Code) (4) RESTAURANTS (a) RESTAURANT, CONVENIENCE 1. No vehicular ingress nor egress shall be permitted along streets and rights-of-way bordering residential zoning districts in the City of South Miami. Public streets. rights-of-way, sidewalks, and required setbacks may not be used for patio or street-side services of any kind. ii. The city commission shall review and recommend approval. disapproval or modification of all site plans and project specifications. including, but not limited to, traffic circulation, landscaping. lot size. access and facility arrangement for this Special Use Permit. City Manager· s Report: Schlotzky' s Deli 2 16 ANALYSIS: The applicant proposes to continue an existing use and improve the property. Therefore. staff believes that the requested special use complies with the overall requirements stated under Section 20-5.8 of the Land Development Code [found on page 111 ]. regarding the required conditions for special use approval by the City Commission. Specifically, staff finds that the use meets the conditional requirements set forth in Section 20-3.4, and the use: a) Will not adversely affect the health or safety of persons residing or working in the vicinity of the proposed use [Section 20-5.8 (B)(l)(a)]; b) Will not be detrimental to the public welfare or property or improvements in the neighborhood [Section 20-5.8 (B)(l)(b)]; and. c) Complies with all other applicable Code provisions [Section 20-5.8 (B)(l)(c)]. However. staff believes that the following recommendations should be implemented in order to best serve the surrounding neighborhood and the City as a whole: ( 1) The mature vegetation along the rear property line should be maintained and augmented. (2) The proposed masonry fence to be located along the rear property line should be replaced by a solid 6-foot wood fence. • The proposed plan demonstrates a masonry wall along the rear property line. Due to the width of its footers. the installation of the wall would necessitate the removal of mature mahoganies and eureka palms, which effectively screen the abutting apartment buildings. The installation of a wood fence, however. would not require the removal of the vegetation. Additionally, the existing vegetation should be increased to provide a better buffer. Therefore, additional eureka palms should be planted in any gaps existing in the current "hedge line." Also, the proposed increase in perimeter buffer would allow for an additional hedge to be planted in front of the eureka palms. (3) The mature trees on the East side of the property should be maintained by adjusting the parking spaces. • The proposed site plan demonstrates that a mature black olive tree and royal palm tree would be removed on the East side of the property to accommodate parking spaces. However. a site visit revealed that a slight shift to the North would preserve the mature trees. ( 4) The mature royal palm, which lies within the proposed building footprint and is identified for removal, should be relocated to the front of the building. • Currently, a mature royal palm is located in the planted drive-through median. The expansion of the building would necessitate the removal of the tree. However, the expansion of the building would also result in a wider outdoor seating area, which is currently, and would continue to be, framed by royal palms and the building. The expansion of the building provides the space for another royal palm. (5) The planted drive-through median should be expanded along the arc. (6) The driving lanes should continue to be one way. City Manager's Report: Schlotzky' s Deli 3 17 (7) The dumpster should be enclosed by a solid 6-foot wood fence and be washed down at least once daily. (8) Delh·eries should occur between 9 a.m. and 9 p.m .. Monday through Friday: and IO a.m. and 9 p.m .• Saturday through Sunday. On November 24. 1998. the Planning Board voted 5: 1 to recommend approval of the request per the aforementioned recommendations and noted that a study should be conducted by staff in order to determine the feasibility of allowing the sale of beer and wine in the GR district adjacent to US I. COMPREHENSIVE PLAN This application does not conflict with the Comprehensive Plan. RECOMMENDATION: Staff recommends approval with the following conditions: (1) The mature vegetation along the rear property line be maintained and augmented. (2) The proposed masonry fence to be located along the rear property line be replaced by a solid 6-foot wood fence. (3) The mature trees on the East side of the property be maintained by adjusting the parking spaces. (4) The mature royal palm, which lies within the proposed footprint of the building and is identified for removal, be relocated to the front of the building. (5) The planted drive through median be expanded along the arc. (6) The driving lanes continue to be one way. (7) The dumpster be enclosed by a solid 6-foot wood fence. Dumpster washing occur at least once per day. (8) Deliveries occur between 9 a.m. and 9 p.m., Monday through Friday; and 10 a.m. and 9 p.m., Saturday through Sunday. Attachments: Resolution for adoption Letter of Intent Excerpt of Contract with property owner Reduced Site Plan Menu Mailing Map Excerpt of Planning Board Minutes from November 24, 1998 City Manager·s Report: Schlotzk.y·s Deli 6290 S Di~ie Hwy Schloizkv's Deli doc 4 18LEGAL DESCRIPilON: A por1ica of Tract 2A P..R. CLARK PROPER.TY, accouting to du: Pbt lbm-eof rec:orded bl Plat Book 43 11,. 20, & a ponion of Lac s. Block 5, OAK HEIGJml. wwwdiag to dl8 Plat 1lllreaf' recc,nled ia lho Plat Book 46 II page 64 , NiliD hcardl of Dacie Coallly, fbida, baiag particubdy da:ribccl afollowa: Bqjmwc • die NortballdJ ams of aid Loe,, llid pcm lying on the S-•111 testy Riald-of-W-, Jill8 ofS,_ Rold No. 5 (U.S. Hfabway No. I); dlWe nm S. 49 '9'19'" W, alall(I 1111 aid Soudw laly Righl.Gf -Way line of Sta, Road No. 5. (U.S. li.hway No. l.) and aJoac dr.e Nmtbweaaly boundary _line of uid Lal 5 for I ditd■ce -mf29.~ feel; 1IICllcc nm S 40 00'41 E fbr a distanc: af rn.65 fed to a poilll howing N 52 36'21~ Band 111.25 fett dlmnceftDm lho molt Soudkily cams of aid Loe S; tbmco nm N S2 36'28• E fbr I ditbncc of 135.01 fed to a poiat aa lbe P.all boundary line of Ibo aforuid Traci 2A; 1bcnce run Iba follmriaa c:DUIWII and diwtli-iel dona the uid boundary Bae of Tact 2A; nm N 19 IT 24 • B for I dilt11a of 21.84 feet; tbcncc nm N 45 07' 25• W for a di.mace of 193.17 foet to I paial of inla'rccdon wilh die afonaid Soudaealt Right• of -Way tino of Slmt Road No. 5 (U.S. Highway No. I.); tbmce nm S 49 S9' IS"' W along the aid Sombi:alh:rfy Right-of-Way 6ne of State Road No. S (U.S. Highway No. I) for a dillmcc of 113.82 feet to the Nonbwesterly comer of uid Tract 2A. aid poinl al9o lying on the Eut boundary b of aforsaid Lot S, thc:nce dcpaadng from the uid boundary tine of Tract 2A nm North aJong the said Em boundary line oflol S for a didance of 5.22 fca to the poinl ofbcgilaling. ,. ,. , ' ... ! l' . ' . • 19 Schlotzsky's Deli .. ...... --· ---.. ----.... __ .__. ____ _ ...... ---■• ••--·-· -· -·------♦---•••• November I, 1998 City of South Miami 6130 Sunset Drive South Miami. Florida 33143 Re: Letter of Intent Dear City of South Miami: Sizzling Food Concepts, Ir A fWIO!lSH OF Sauorzsn's, I 3995 NW 107111 Aven l.wmi, floiido 331 : Office line 305-436•87i Office fox 305-436-087 4 Restavrant hne 305•436-BU1' Restaunllll fox 305-436·8 l 60 We intend to demolish the existing drive-through, free-standing restaurant building at 6290 S. Dixie Highway and build a new one, providing 32 parking spaces. a dumpster area and maintaining the existing ingress. egress and all cross-access driveways as well as the driveway circulation on site. We will build a Schlotzsky's Deli prototype brick f~e building. Yours truly, :~rnGFOODC~ Ricardo Warman, President 20 THIS LEASE MADE THIS a~ day of Odober. 1998. by and between: 6290 SOUTH DIXIE HIGHWAY, INC .. A FLORIDA CORPORATION hereinafter referred to as "Landlord": and SIZZLING FOOD CONCEPTS. INC. , A FLORIDA CORPORATION hereinafter referred to as "Tenant". WITNESSETH: 1. Demised Premises: Landlord rents unto Tenant and Tenant leases from Landlord for the term and upon the terms and conditions set forth in this lease. the following described premises: A portion of Trad 2A, E.R. CLARK PROPERlY according to the Plat thereof. as recorded in Plat Book 43, Page 20, and a portion of Lot 5, Block 5, OAK HEIGHTS according to the Plat thereof, as recorded in Plat Book 46, Page 64 of the Public Records of Dade County, Florida. together with the improvements thereon and appurtenances thereto. A Metes and Bounds description of the demised premises is attached hereto as Exhibit "A". herein called the "demised premises" shall be subjed, however to the terms and conditions of this Agreement and to the reasonable rules and regulations for the use thereof, as prescribed from time to time by the Landlord. (a) Tenant shall use and occupy the demised premises solely for the conduct of: a delicatessen under the name or style of: SCHLOTZSKY'S DELI (b) Tenant shall continuously during the full term of this lease and every extension thereof keep the entire demised premises occupied and open for business during the hours hereinafter specified. 3. Imm: December 1, 1998 through November 30, 2008. (a) Tenant shall pay to Landlord, without notice or demand, the sum of not less than Six Thousand ($6,000.00) Dollars per month ("Base Rent'') the first payment of which shall commence on the __ day of k, ke Ja,..,., 11998 and shall continue payable on the ___ day of each succeeding month of each year dun'ng the term hereof. (b) The base rent shall Increase at the beginning of each lease year after the first lease year in the amount described below: Commencing on December 1, 1999, the monthly rental shall be equal to the sum of $6,000.00 multiplied by a fraction, the denominator of which shall be the amount of the Consumer Price Index -U.S. City Average -All Items (1967-100) for the month of December. 1998 as published by the United States Department of Labor. Bureau of Labor Statistics. and the numerator of which shall be the amount of said Consumer Price Index for the month of December. 1999. In a like manner the rent for each succeeding 12 month penod during the term of this lease shall be adjusted and shall equal the amount of the last monthly rental payable by the Tenant multiplied by a fraction. the denominator of which shall equal the Consumer Price Index number for December of the preceding year and the numerator of which shall equal the Consumer Price Index as of the month of December for the year in which the calculation is being made. It is the intent hereof to Increase the rental during each year of the option period effective December 1 of each year in accordance with the change in the cost of living measured from one year to the next as herainabove 21 ' ~ e-- ca IJ '"" : ::: l .... u "' :,:.:-: '."I'::: • .... ,, 0 ·- ----lla.,I·, :::. ~ ~ ::lr/: ~ I . .... • 15 ........ . PROPOSED . :·:·: l ·:\:::: ~ NEW RESTAURANT lu,,,,1-==== ~ ::::-r---=-H,-t-..!:!...-U':!J:~ ~ ecl,l!.orzeKT'6 PELI II "' o 3,198 eF. PROTOTYA! FIN. FLOOR +1110' N.G.\'D.1 I0'-41'1 0 l'IM. ~ S40'OO'41'E 172,65' I STORY C.6.5. 6LDG. \ 0 Vidtc 1 4vt. \Q 0 22 WELCOME To SchlotzskY.'S Deli Hom, of drl1,io11s hur 111ffd1111tim tt'rvtd on our faninta &ltd rmh D11iil' •· bum "nd indu:idruzi 11~,d S0111riaur, C,1111 P1UJJ , (305) 436-BUNS (2867) Original Sandwiches THP SANIN1CH THAT MAO! t}s fAMOliSI The Original Sm $J,9' Tuasccd sourduugh bun, du-« Reg 0,'9 ,mm Clean b;am, Gcn11,1 ql.u111, .. um, wa1r.i). duce dlcacs {111\IU.'lldla. d1edcbr.1mmcs.in1. 11111,,an.l. n:.&riMrcd l,J..d. ,,liv~,. v• 111111, k·uu .. c: ind rum,iru Deluxe Orisfnal Mvao do.an""''• die met of The O,icmal Ham & CbeeH Oripaal S,a s,.19 Tvlll(cJ wutdougb bun. Rat U.t, shaved lc-,111 b:am, thrte c:htcsa, mu.stud, nial\no.tcd blaclt oli,= on1011, lctmcc and tomato 'ludcey Original S. &!.19 'fluff chrxsn, 11nolu:d nukcy. Ber H, T9 Gtno., salti,111 on a toa1rcd auwdougi, b1o111 wuh ligll1 mayvnnaiac:, lctrm:A:. 10111atu, 111.vinacc:J bl..ic.k ulivn and onion i.arEe Oripaal 66,99 AU other Luse Sanclwidtes $8,99 Oull O\\'N MUPPUU'TTA n~ Orig,iuf OIi a gia,11 8" bun Ught Sadwirhes Gdlled Cldckea Bnut O.s, Juicy grilled duck(n bmur 011 a toured ~,&1niut1gh bun wirh Pcnu R:tnch Jrc:ning. ltttu« 11\d ro1n:uu Saata Fe Grillccl Chicke&1 $!. 79 Scuoncd g1illc:d Jlic:kc:n brc.,.n 1111 a raasu:,i ~::pcc;o 1:hei:sc bun with 111chal \:h"'-kta, d1ccx, grten chalft, green c.inion. lettu~. l'Clffllltn anJ ligln mayunnaisc 5molMNI 'Dl.rkey Brcut Sm fl,9' SmokcJ ~o,lccy brtUt un :a 1tt1 $!,,>9 routed ,m11\W\1gh bun. light 111:t!"'IUW.. lem,ce :uic1 1vm.u:v The Vcptariaa $,a $Z.19 Touted wheat bun. slilled &11 &5.79 -.:uc:mni>(r. teutt,10. umun. lmu.:c:. n1ar1n2r.J l,l!k.k oli\-es. d1cdda1 c.h«s-: and lighr Randa drc:~mg Deli Sandwiches G.nlled Chickea Club $1.99 Su1.c:ulcm grilled .. hidc11n br(UI un a ruu1i:J ...,u,cluugl, bun wnh rndcaJ .:hedd.tr ch-. critpy bac11n. gm:n u1uur1. !c:rruc:c. tornac.,. J,ght mayunn.,i'IC ,md 01111n mu~tatd 'lW'kcy & Bacon Club S• $!.69 'foutaa whc.ir bun w1d1 Reg H-69 sliced smoked 1urka~, bacn11 ~,,, ... melted muaardla and dlcdi.ta, ~h~c~, with 1,pt mllyon11ru,;,r, l11:mu:11: :1nJ mm:i;u Rout Beef & ChftH lo:u1c:d svurduugh bun. hur 5m $5,79 Ree $t.,9 FAX (305) 436·8160 8" Sourdough Crust Pizzas The Original Coalblaat:io11 $).a, Hcrbcd sourdough 4'.rusr, pepperoni. nmJuuoms, illll vqpcr. wuun. blade coh'W'C'f, fanb tvm:ito, muiurdla c:hecst and toanaca paro Pepperoni & Double Oaene St.79 Hcrbcd sourduugh ,n,s,, ,....,l,1,imai fa•omc wid1 tuniaru ~ro, ~rr.i pomuns nf mn,za,"Clla cha.'11." a1,d pcppc:rona Malitettallea.l h,6!' Hnbcd soutduuglt ..:rus,. fur.i chc:uc, l,fauc olives, 1umo11u. 11uiu11 arid basil p~Ro Bul,equ• Chicken $U9 Hcrbcd "'urduugh aust, )1111~ uf grilled cluJw1 · brcur, BBQ s::aucc. on•un, J:d:ipc:J"iu, muz.arclla :and chcddw cheese wich tomato paro Dollble ClaecN $J.'9 lic:rlxd suuroougJ\ l;IUSI, t.m>UU pesto wid, cxua porriun~ of mou;irclla am! v:un1csan cheese V•prariaa apedal t,,69 Hcrbcd suurdougb crun, b,ll pepper, nni<x,. nauJuuunu. bbck uhves. ln1al ~m,, fmh tU-Utd imoa:arclb chnsc Cllickell A Pesto $4,0, Habcd sourduugh c:run. srrips uf grilled cliicken bfc:asr, gl'<:cll uniun. bwl 1>csro. 1nmat0, b]"lck oli-u am! ,nuaarclla d,~ s .. kcd 'l\a.dcey • Jalapeiio $~.,, Hctbi:d .t0wdougb 1:ru,r, ,mtdccd tudccy. 1alapcia11 pcppc1s. tc111a1u .,ac1.1. m,-lb ahcl fRJ, 10111,ltu Spedalty Pizzas 8a1."0A, 'DmlalO a: M..au-ocna U,9' Hiirb~-d wwduuicb crust, to111;acv l"-KU, bacon, tu111acu, musluwms aml n,v-uardla dWl:K .J'ow-Chffff 4k Toatato $9,'9 Hc:rbcd sourdough ~rwt, b:u1I paro, f1uh tomaro. uniun. moizacdla, Monterey Jl'k, Sw,,s and par11111:a;&11 i:hccsc:$ Salads Chlaeae Cldckea Salad $5.19 R.om1m1e lrmttt, 1tnP5 uf grilltd chiclcen brc:.,H, 'IC-,erds, ,111.w mall nuoJla. gt.:n umun .nd mandarin onngn. Try with Spic.y 11u1i l 't:111ut dacssing Greek Salad S5,7' Mixed lcmu:c. te1a dtecsc, yur.,li: uni1.1n. black olive, and roma1u. "ln with u.nion Run:m~uy Vina~cc drcu111g Chkhna t;aaar Salad $5.19 R.1,nmne leuuc.-.:, smps uf sralkd du,:im, b_, 11,oi~t"C!I!: anrJ rumcuu <.hlll;>U. Try wjrh Tridmunal YCll.u J,.,»,ug · C...ar Salad $1,9' )lime » abvvc:, w1rhu1a, du .. im, Sau>llecl 'l'IU'lwy Olef's s--.41 U,ft? 23 'IU.,&k) (.IUI su~. u:.1hJtl •• ,,1,t Rli\)Vll;,1,11$(. k:ru.:i: .uid 111111ar11 Putranu A 5wi•• Sm. 1h." . 1i•:&St".d w.,l. 11-c bun. •ran Jlej S._69 ' p:ism,nu slu:cd rl11n Ind pikd l11i;l1. s1,1q, nlllStai~ and mdr~t $wilS thcnc local Favorites T--Schlotasky's"' I• s,.t, To.utcd 1sbpcnn dic:c,-; b1111. Rt1 H,49 :iiha,~ lc.u~ bam. nic:ltc:d .. tmula.r d1c~i::. ;lr.:i:d .~apcno. lcm.cc. romacu .a:uJ licht n>.iyonn:ti~ Col'Md Bm, Pastrami Sra $1.,9 or larkq· Reuben Rcr $i,79 Tu:isrccl ,l:t,k t)"< bun. ion pas:1:.1n11. wn,._J i,,:,.;i or ,muhJ iurlcey. ~1cti110,11. ll1uu~11J 1,1,mtl dms,ng llRli mdrcd Swt:is d1~1:S, 'luaa Salad Sm $U9 To.-ull:d ,uurdu.it;k bun With f(IU4 Rec $4.29 .cal.,J, Jc,1, ... -.:. cvnwcu. mannaccd bl.&.Jc vliva en'1 J1glu may .. 11naisc Soup Hv~1ric suup Cup SU9 Bowl $1.89 p~pami 1n-110,c, flawn cl-..i1gc datly Desserts Bakn Frcm Cookies 13/SI.IIO} New York-Style Qaeesuake Faad.p Bnnraie cake pc:pJ•~wnc:iui ' TosHd Salad $U9 Mw:u lctruai, tonmu bell pcppci. .1nJ black t•li-a Potato Salacl $ .a, Cole Slaw $ .19 £.~JOY OU1l CU)J'OM-~A\.:K.EO ~A!X> Oltl::S)l!>IC~ Deli Style PotatD Chip $ .69 ln ) Gre:1t fla,-un Kid Schlotzsky' s® ,fur 12 6c Undcrv,dy, l'kascl Pizza Combo &a.z, K,d\ .. r.cae p1na. ~j.,,. ,11,<t 12 oum:c suli-clr1nlc PBJ ComlJo tu, l\:u,ur bum:r .a11\i 1cll:1 un • ruun.-d su1ird11u5n bun. \:Wluc: anJ ll nu"'-c lUft d11nk Cheese Sandwic-h Com'bo tu, Toucccl suuRIUUJSh bw, w11h three uimcs. c.ovlac and 12 c.•un« ~ft d:mk Ha111 A Cheese Sandwich Combo $2.29 ,.,.. wurdollsh """ with ha.in k d11cc dm:JCI, ..-uokic and 12 IIUIJ« svfi drink Beverages. fvwiw11 Dnnks mthly 8mml Iced lea Sm S .IP Med $ ,'9 ~,unC\f ButtlcJ ee~t'AgtS S'-l1lur.c:.ky'~ ~prmij \'7,.1cr Oi>nu:suc Rec:, ur W111c- lmi,orc~d Sect or Wine 1J$1.G9 St.:lS si.o, Sus $US BAKED FRESH DAILYnf SOURDOUGH, WHEAT, DA&K RYE. AND }ALAPEfilO CH£J!S.I! BUNS, PIZZA CRUSTS, COOKIES ¼'9S NW t0"1th A,rc. Mt11a1t,FL351"T8 (30S) 456-BtJNS (2861) FAX (50,) -Uei-8UiO 24 .. ,,,., ~· .. ,. • J . "" ; 1• , ""' ...... ~· . I ... , .. . Applicant: Ricky Warman Owner: --- 6290 South Dixie Highway, Inc. Address: 6290 South Dixie Highway --- Hearing#: -t PB 98-022 Subject Property S00 foot boundary N Date: November 24, 1998 Request: A Special Use Permit for a .;RestauranL Convenience"' in the General Retail zoning districi as specified in§ 20-3.4(B)(4)(a) of the Land Development Code. CITY OF SOUTH MIAMI PLANNING BOARD 25 ..... " SUMMARY MINUTES Regular Meeting Planning Board Tuesday, November 24. 1998 City Commission Chambers 7:30 P.M. I. Call to order and the Pledge of Allegiance to the Flag of the United States of America A. Mr. Pages. Chairperson. called the meeting to order at approximately 7:35 p.m. II. Roll Call A. Board members present constituting a quorum 1. Mr. Pages. Mr. Lefley, Mr. Morton. Ms. Chimelis. Mr. Wiscombe B. City staff present 1. Subrata Basu (Assistant City Manager/Planning Director); Gregory Oravec (Principal Planner/Acting Director); David Struder (Board Secretary) III. Public Hearing A. Item: PB-98-022 Applicant: Request: Location: Ricky Warman A Special Use Permit for a "Restaurant. Convenience" in the General Retail zoning district. as specified in§ 20-3.4(8)(4)(a) of the Land Development Code. 6290 South Dixie Highway 1. Ms. Chimelis read the request into the record. 2. Staff presented the item to the Board, reviewing an inter-office memorandum entitled Request for Special Use Convenience Restaurant, and noting the eight hems of recommendation for approval. 3. Staff confirmed that, prior to tonight's meeting. the applicant was informed of the items for approval noted in the aforementioned memorandum. 4. The public meeting continued. 26 .. a. Mr. Ricky Wannan. President of Schlotzky"s Deli. signed in to speak before the Board. Mr. Wannan related background infonnation pertaining to the deli. including the establishment's concept offa.w casual. b. Mr. Wannan related that the establishment is aware of the items for approval and will attempt to meet each one. c. Discussion ensued in regard to number 8 of the several items for approval, particularly regarding deliveries up to 10:00 p.m., and Mr. Wiscombe suggested that a time of9:00 p.m. be incorporated as part of number 8. d. The Board suggested that any issues pertaining to obtaining and retaining a cross-easement agreement(s). if applicable and necessary, be addressed and satisfied. e. Discussion was held in regard to the City's code not pennitting the sale of beer and wine at the location due to its proximity to residential properties, and staff explained that the applicant may initiate a change to the code, if desired. f. The Board and staff wished to note for the applicant's benefit that the item will proceed with the understanding that the sale of beer and wine will not be pennitted at the deli, and Mr. Wannan indicated his understanding of such a prohibition. g. The Board noted the importance of the establishment being sensitive to adjoining residential properties involving pick up and removal of trash and garbage from the location. 5. The public hearing was opened. a. Mr. David Tucker. Sr., of 6556 SW 78 Terrace, signed in and spoke before the Board. Mr. Tucker welcomed the establishment to South Miami, both as a new enterprise and as a beneficial addition to the US 1 corridor. 6. The public hearing was closed. 7. The public meeting continued. a. The Board discussed expansion of number 7 of the items for approval, to include stipulation for cleaning of the establishment's dumpster. b. In regard to the Board's earlier discussion regarding the prohibition of the sale of beer and wine, Mr. Pages stated that he wished to send a strong recommendation to City staff and the City Commission to further consider the sale of beer and wine for the US 1 corridor within a similar framework as such sales were further considered for the Bird Road area. 2 27 . . 8. Motion: Mr. Lefley moved approval of the application. as per recommendations of staff. inclusive of two amendments: (1) to number 7, that dumpster washing occur at a minimum of once per day, and (2) to number 8. that 9:00 p.m. be the latest for deliveries to occur. Mr. Wiscombe seconded the motion. 9. Vote: Approved 5 Opposed 1 (Mr. Morton) 10. Following the taking of the vote. the Board continued with the public meeting. 11. Mr. Pages put forth the Board's unanimous recommendation that the City conduct a study considering the sale of beer and wine, perhaps as an ancillary use, similar to a study that occurred for the Bird Road area. 12. Discussion was held in regard to what area(s) of the City would be studied, and staff suggested that the GR zoning district be examined, including review of current distance requirements contained in the City's code. 13. The Board suggested that the GR zoning district located along US 1 be studied in particular or be included in a citywide study of the GR zoning district. IV. Public Workshop A. Valet parking ordinance 1. The Board discussed the valet parking ordinance that is c~ntly in draft form. 2. The Board concurred that the new ordinance should be further reviewed by staff, including the Public Works Department and the Planning & Zoning Department, and by the City Manager and the City Attorney, including for the following: a. Valet charges, particularly that they need to be more than meter revenues; b. Insurance concerns, particularly that the risk manager needs to review for various items; c. Valet operators, particularly in regard to what certain operators need to provide; d. Sunset Drive, particularly in regard to loading and unloading on this downtown street. V. Approval of Minutes A. The Board took no vote in regard to minutes at this meeting. VI. Remarks A. Property in the MO zoning district near the Metrorail station 3 28 City of South Miami Plannmg & Zoning Department THE CITY Of PUASANT LIVING City Hall, 6130 Sunset Drive, South Miami, Florida 33143 Telephone: (30S) 663-6326 Aovlicationfor Public Hearing before Planning Board & City Commission Address of Subject Property: Lot(s) _ Block __ Subdivision PB 6290 S Dixie Hwy., South Miami, FL Meets & Bounds: Tax TcE 09-4036-034--0010 Appr.cant Phone: Diana Steelauist -WO Partners (346) 456-BQ~? Representative: Organization : Diana Steelquist WO Partners !Address: Phone: 7007 Discovery Blvd., Dublin , OH 4301 (346) 456-8932 . - Property Owner. Camra Investments 11.C _ ~ ;S . y~.:-. .:.-,-,, __ -.... C/0 Ba~ler, CPA ---·- ~. ton , Klein, Ufis , Eisenberg & Gelber, P.A. Ph Mailing Address: 477t> ~ BM1. Ste oo one: Miami, FL 3137 (305) 868-3600 Architect/Engineer: Phone: Chris Doerschlag -WO Partnos (614) 634-7000 r THE APPLICANT , PLEASE lNDl~ATE YOUR RELATIONSHIP TO THIS PROJECT: Ownerj(,Owner's Representative Contract to purchase Option to purchase Tenantll.essee APPLICATION IS HEREBY MADE FOR THE FOLLOWING: SUBMITTED MATERIALS PLEASE CHECK THE APPROPRIATE ITEM: PLEASE CHECK ALL THAT APPLY: _ Text Amendment to LDC _Variance .X Letter of intent _ Zoning Map Amendment _»ipecial Use _ Justifications for change _ PUC Approval _SpedatException _ Statement of hardship _ PUD Major Change _Abandonment of ROW X.. Proof of ownership or letter from owner _ Other (Waiver of Plat) _ Power of attorney Briefly explain application and cite specific Code sections: _ Contract to purchase X Current survey (1 original sealed and Change site to add a drive through lane signed/1 reduced copy@ 11" x 17") _ 15 copies of Site Plan and Floor Plans 24 x 36", 1 reduced copy@ 11" x 17'' X. Affidavit-Receipts attesting to mail notices sent Section:~ Subseclion:.!!,E Page#: __ Amended Date : -Petition X.. Mailing labels (3 sets) and map X Required Fee(s) The undel'lligned has read 1his completed application and represents that the information and all submiUed materials are true and COffect~~~~ applicant's lmowlecfge and belief. _ ~~u '5/1~~ bu4NA: <-¼f~~~t Li l~A /_ z_ ~ i an · ~V-PrintNIIOle . ~ U~ receipt. applications and all submitted materials will be reviewed for compliance with the Land Dewlopment Code and other applicable regulations. Applications found not in compliance will be rejected and retumed to the applicant. OFFICE USl;,_QN ~ Y: Date Filed ';;,..l. 'fl ~zi- Petition Required __ Method of P ment Date of PB Hearing.._ ____ Date of Commission ____ _ Petition Accepted ______ _ Z:\Fonns\Current Planning Department Fonns\Planning Department Fonns\Planuing Board\PB -Public Hearing Application - Revised 3-10-2020.doc 29 April 29, 2022 Planning & Zoning Department City of South Miami, City Hall 6130 Sunset Drive South Miami , FL 33143 RE: Letter of Intent 6290 S. Dixie Hwy. Parcel ID: 09-4036-034-0010 Dear Sir, 7007 Oi,cov,.,y G!vo Duelm. OH •130!7 WD Partners represents Chipotle Mexican GrilL Their location at 6290 S. Dixie Highway, South Miami , Florida requests a modification of the site to add a drive through lane. The current zoning use designation for 1his location is Restaurant Convenience. Per Section 20-3.4(8)(4)(a) of the City's Land Development Code (LDC), we are seeking approval of a modified site plan and project specifications. WO Partners will be applying for the modification on behalf of owner. We have contracted with RDR Miami to send out notification letters to property owners within 500 of the store location . Please advise when we need to send out the notifications. Sincerely, fittt{~ 7 , ~a.,.;:jf Diana Steelquist, AICP Manager, Planning & Permitting T '1614 ""'.:7000 , \ 614 634 :777 30 [Prepared by and return to: OSCAR GRISALES-RACINI, Esq. GRSH,LLLP 20801 Biscayne Blvd., Suite 306 Aventun, FL 33180 305-792-0439 File Number: Will Call No.: I 11111111111111111111111111111111111111111111 CFN 2013R0223630 OR e,k 285-H P9s 2040 -20421 (3pgs) RECORDED 03/22/2013 13:44:27 DEED DOC TAX 0.60 HARVEY RUVIH, CLERK OF COURT MIAMI-DADE COUHTY, FLORIDA _____________ __,_Space Above This Line For Recording ~m.._ ____________ _ • Wa~anty Deed This Warranty Deed made this'Z ~:Y ofFebruary, 2013 , between 6290 South Dixie Highway, Inc., a Florida Corporation, whose post office address is: 6290 South Dixie Highway, Miami, Florida 33143, CAMRA INVESTMENTS, LLC, a Delaware limited liability company, whose post office address is: 6290 South Dixie Highway, Miami, Florida 33143, grantee : (Whenever used herein the tenns "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individllllls, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of 1EN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami-Dade Collllty, Florida to-wit: Folio# OC\ -40 3<"e -03 'i -CLo ( 0 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Bold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31,2012. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Book28544/Page2040 CFN#20130223630 Page 1 of 3 31 Signed, sealed and delivered in our presence: Witness Name:G,!eru:lc. s,.,..; ""'O State ofFlorida County of Miami-Dade · way, Inc., a Florida Corporation The foregoing instrument was acknowledged before me this.2/day of February, 2013 by Raul Savransky, as president of 6290 South Dixie Highway, Inc., a Florida corporation. He!J-€ LJ is personally known to me,gr M bas produced a ~rw:•s "°'""" ;dmtifiratia, ~f)#'~ [Notary Seal] Notary Public Book28544/Page2041 Printed Name: "'"""'"-'· ~,,,~~'(~ E. Af.4~11~ My Commission Expires: ,.''t_~~\SS~•••~~ I .·A~~ 14~~ ~~ .: =-~ ~v,~ i :::*. • -.: : .... =-~ i~\ IEEo,1• /:k~ ~~ "•" &._. . .. ~~ ~....-~ S'f.A!'!l4. d~ ,,,N ~~ ~ ,q.:.•---~··~ * ~, .. '15'~•-...... ct 't;_~ .. ,,,,,i,r.I~~,,,,,'I; CFN#20130223630 Page 2 of 3 32 EXHIBtT •A• L11gal Deac r 1pt:1on OR BK LAST A port.ion of Tc-eoet 2 A, ill:. a. CLARK PROPERTT, according t.o t.he Plat thereof, recorded ln Plat Book 43, at Page 20. of the Public Records of Da>de County, ~lorida, and a portion of Lot. 5, Ln Block 5, o[ OAK HE1GHTS, according to t.he Pl.at thereof, recorded in Plat Book 46, at Page 64, of the Public Records of Dade County, Florida, being particu larly described•• follows, Beginning. at tho Nort.haasteriy corner cf aald Lot 5 aald point l.yin,g on t:he Sou·t;heasterly right-of-way Iine of Stcat.e Road No. 5 (U.s, Highway No. 1)1 thence run Sout:hT 49 degrees 59 ~inutes 19 aeconde W1ut't alon«;1 tho Bald sout.hoaoterly rl,ght.-of--y line of State Road No. 5 (U.S. Highway No. 1) and •long the Nort.hweat.erly boundary line of aald l..ot. 5 for a distance of 29,54 feetr thence run South 40 degreea 00 mlnull.aa 41 ■econda l!:.a.at for a d-iatanca of 172,65 feet t.o a point. bearing loloc-t:h 52 degrees 36 m.ln\l.t~a 28 aeconda ~st and 111.25 feet distance from, the moet: southorl.y corner of said Lot SJ thence run North S2 degrees 36 minutes 28 1teconda Saat for a dist:.ance of 135.08 feet -to a po:lnl: on the t:aat boundary line of 1:he aforesaid Tr.act 2 A.1 thence run the following coui::-ses and diotanc• Glong the sold boundary line of Tract 2 A, run North 89 degroea 17 minutes 24 seconds East for a distance 0£ ZB.86 feet: thence run North 45 degrees 07 minutes 26 seconde Weot for a dlatance of. 193.87 feet to l!l poinl: of lntoruection with the aEorel!lald Soul::hvaaterly ri.ght-of-ay l.ino of 5taite Rood No. 5 tU.S, Righ-y No. ll, thence run South 49 degrees 59 W>inut:.ee 19 seconds Vest along tho said Southeasterly right-of-way line of Stal::• Road No. 5 (U .S, Highway No. 11 for a di.at:a.nce of 113. 82 feet t:o t ·be Horl::hvosterly con,ar of sa.id Tract. 2 A &illid point. al.so lyl.ng en t.be f:-t boundary 1lne of the a.f:oras• id Lot. S, · th11nc:e d ·o,pa.c:t l ng fro,,, tho e.a 1d t>o..andary 11 n• cf '!':c;,ct. 2 A run H~t.h a1otlg the aald East: bound•ry llnB of Lot 5 for a distance of 5,22 feet to the point of beginning. Book28544/Page2042 CFN#20130223630 2854-4- PAGE PG 204-2 Page 3 of 3 33 CAMRA INVESTMENTS, LLC C/0 BARRY DRESSLER, CPA GERSON, PRESTON, ROBINSON & CO, P.A. 666 71st STREET MIAMI BEACH, FL 33141 April 30, 2013 Chipotle Mexican Grill, Inc. 1401 Wynkoop Street, Suite 500 Denver, CO 80202 Re; New ownership of property located at: 6290 S Dixie Highway South Miami, Fl 33143 Dear Sirs: (305) 868-3600 This letter is to Inform you of the new ownership ofthe above referenced property . The property was formerly owned by: 6290 S Dixie Highway, Inc. FEIN: 65-0625334 The new owner, effective 2/28/13 is; CAMRA Investments, LLC Barry A.. Dressler, CPA Gerson, Preston, Robinson and Co., PA 666 71st Street Miami Beach 1 FL 33141 BAD@GPRCO CPA.COM Voice: 305-868-3600 Fax: 305-864-67 40 34 •~ Landlord tr, ... ·:::0::,b:S'it:Jt: ·1· .. -1;---.. ~: \Orgar,i~tions\External Comp.inies•10070<?9',Camra. Investments, UC·10080!0 apt~ Camra Investments, LLC lepi(~l".abtrt C:t'J Scottsda.le 21).,i-cmis. ~ 85ZS4 :Ccrlbct loci-l.lP L~!="iL•'ffli:y Co:.r-t"J 5. Sublandlord Notice Address. Effective as of the date of this First A.mendment, any notice adch-ess(es) set forth in the Sublease for Sublandlord are hereby deleted and replaced with the following notice address(es) to which any notice. demand, request approval, consent or other instnunent which may be or is required to be given to Subtenant thereunder shall be delivered: Route 1 Realty, LLC C/0 Marialana Lococo 5910 NE 15th Ave Ft Lauderdale. FL 33334 With a copy to: Route 1 Realty, LLC C/O Christopher J. D'Angelo 126 SE 7th Avenue Delray Beach. FL 33483 35 .. RESOLUTION NO. 6-99-10631 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO A REQUEST FOR A SPECIAL USE PERMIT FOR A "RESTAURANT, CONVENIENCE, " AS SPECIFIED IN § 20-3 .4 (B) (4) (a) OF THE LAND DEVELOPMENT CODE, REGARDING PROPERTY LOCATED AT 6290 SOUTH DIXIE HIGHWAY, SOUTH MIAMI, FLORIDA 33143; PROVIDING FOR A LEGAL DESCRIPTION; AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the subject property is located at 6290 South Dixie Highway, South Miami, Florida, 33143, and is legally described in a document attached hereto and labeled as, "Exhibit I;" and WHEREAS, Sizzling Food Concepts, Inc., submitted an application requesting a Special Use Permit, in order to operate a "Restaurant, Convenience," as specified under sub-Section 20- 3.4(B) (4) (a) of the Land Development Code; and WHEREAS, subject property is located in the "GR" General Retail zoning district, which permits "Restaurant, Convenience" as a special use, pursuant to applicable conditions; and WHEREAS, the applicant submitted a copy of the lease between the applicant and property owner, demonstrating the property owner's approval of the use; and WHEREAS, the Planning staff has recommended approval of the application for a Special Use Permit with the conditions noted in the attached City Manager's Report, dated December 29, 1998, basing the recommendation upon (a) the merits of the application as it directly relates to specific requirements in the Land Development Code and (b) consistency with the City's adopted Comprehensive Plan; and WHEREAS, on November 24, 1998, the Planning Board voted 5:1 to recommend approval of the Special Use Permit with the conditions noted in the attached City Manager's Report, dated December 29, 1998; and WHEREAS, the Mayor and City Commission of the City of South Miami desire to accept the recommendation of the Planning Board. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section 1. The application submitted by Sizzling Food Public Hearing January 5, 1999: Schlotzky's Deli 1 36 Page 2 of Res . #6-99-1063 1 Concepts, Inc ., requesting a Special Use Permit to operate a "Restaurant, Conv enience" as specified in Section 20 -3 .4 (B) (4) (a) of the City's Land Development Code, is hereby granted with the conditions noted in the attached City Manager's Report, dated December 29, 1998. Sect i on 2 . This approval is subject to and dependent upon the restriction and limitation of the "Restaurant, Convenience" use to 62 9 0 South Dixie Highway, as indicated in the submitted site plan. Sec t i o n 3 . The City Manager may revoke this approval upon a determination that any other portion of the property, legally described herein, is utilized for restaurant purposes, including storage, food preparation, deliveries or any services related to restaurant uses, which are not authorized and licensed by the City of South Miami for the subject property . Se ~tion 4 . The City Manager may revoke this approval upon a determination that any other property is being utilized for restaurant purposes, and such use is related to the subject property, but such use has not been authorized and licensed by the City of South Miami, including storage, food preparation, deliveries or any other services related to this restaurant use. Section 5. The City Manager shall have final approval and authority over all matters regarding the determination of the applicant 1 s compliance with the irttent of these sections. Section 6. This resolution shall take effect immediately upon approval. PASSED AND ADOPTED this 5 th day of January, 1999. READ AND APPROVED AS TO FORJVI: CITY ATTORNEY APP::a~ J\1AY~ COMMISSION VOlE: 5-0 Mayor Rooaina: Yea Vice Mayor Oliveros : Yea Commissioner Russell: Vea Commi s2jJ)E Elli_...,f;.e,.:l,..t l!_;;hlot=ky' ~ De li Y&~ Commission er Betn el: Yea Public Hearing January 5, 1999: Schlotzky's Deli 2 37 CITY OF SOUTH MIAMI INTER-OFFICE MEMORANDUM To: Mayor and City Commission From: Charles D. Scurr /1J ;J ..C City Manager ~ REQUEST : Date: December 29, 1998 Agenda Item# / 2- Re: Comm. Mtg. 01/05/99 Convenience Restaurant /' A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI. FLORIDA, RELATING TO A REQUEST FOR A SPECIAL USE PERMIT FOR A "RESTAURANT. CONVENIENCE." AS SPECIFIED IN § 20-3.4(B)(4)(a) OF THE LAND DEVELOPMENT CODE. REGARDING PROPERTY LOCATED AT 6290 SOUTH DIXIE HIGHWAY. SOUTH MIAMI, FLORIDA 33155; PROVIDING FOR A LEGAL DESCRIPTION; AND PROVIDING FOR AN EFFECTIVE DA TE. BACKGROUND: The applicant proposes to locate a new restaurant, Schlotzky's Deli, at the property currently occupied by Kenny Rogers Roasters. The current structure, which is approximately 2,300 square feet, would be demolished and replaced by a new building of 3,198 square feet. The City's occupational license records demonstrate that a convenience restaurant has occupied the property since Arby's opened in 1968. The concept of Schlotzky's Deli hinges upon the motto "fast casual". The restaurant serves a varied menu. but offers drive-through and counter service. The restaurant would provide interior seating for approximately 68 patrons and exterior seating for approximately 12 patrons. The proposed hours of operation are 6:30 a.m. to 10 p.m., Monday through Thursday and Sunday; 6:30 a.m. through 11 p.m. Friday and Saturday. The site plan and menu are attached for your reference. It is important to note that the menu includes beer and wine; however, the sale of beer and wine would not be permitted at the subject location due to its proximity to residentially zoned property, per the City's Code of Ordinances. The definition ·of Convenience Restaurant. special use conditions for all uses, and specific conditions for Convenience Restaurant are included below: City Manager·s Report: Schlotzky"s Deli 38 DEFINITION (from Section 20-2.3; found on page 16 of the Land Development Code] Restaurant, convenience. Shall mean an estahlishmenl ll'here the principal business is the sale offood and beverages 10 !he cuslomer in a ready-lo-consume state and where the design vr principal method of operation is that of a fast-food or dril'e-in restaurant offering quick food se,,·ice. where orders are generally nor taken at !he customer ·s table . where food is generally served in disposable wrapping or conlainers. and where Jood and beverages may be sen~ed directly to the customer in a motor vehicle . This use may include delive,:v sen·ice with City Commission approval. The proposed use is located in the "GR" General Retail zoning district. A "restaurant. convenience" is pennitted, pursuant to special use approval. as indicated under Section 20-3.3 of the Land Development Code. Such uses must meet the requirements for special uses contained under Section 20-3.4 and Section 20-5.8 of the Land Development Code. These requirements are the same throughout the City, and excerpted sections are included below: SPECIAL USE CONDITIONS (A) General Requirements [from Section 20-3.4; found on page 40 of the Land Development Code) (1) All such uses shall comply with all requirements established in the appropriate zoning use district, unless additional or more restrictive requirements are set forth below or by the City Commission. (2) All such uses shall be determined to be of a compatible and complementary nature with any existing or planned surrounding uses. (3) A public hearing shall be held by the City Commission to determine the overall compatibility of the use with the surrounding neighborhood. (B) Special Requirements [from Section 20-3.4; found on page 41 of the Land Development Code} (4) RESTAURANTS (a) RESTAURANT, CONVENIENCE 1. No vehicular ingress nor egress shall be pennined along streets and rights-of-way bordering residential zoning districts in the City of South Miami. Public streets, rights-of-way, sidewalks, and required setbacks may not be used for patio or street-side services of any kind . 11. The city commission shall review and recommend approval. disapproval or modification of all site plans and project specifications. including, but not limited to, traffic circulation, landscaping, lot size. access and facility arrangement for this Special Use Permit. City Manager's Report: Schlotzky" s Deli 2 39 ANALYSIS: The applicant proposes to continue an existing use and improve the property. Therefore. staff belie\'es that the requested special use complies with the overall requirements stated under Section 20-5.8 of the Land Development Code [found on page 1 I 1 ]. regarding the required conditions for special use approval by the City Commission. Specifically. staff finds that the use meets the conditional requirements set forth in Section 20-3.4. and the use: a) Will not adversely affect the health or safety of persons residing or working in the vicinity of the proposed use [Section 20-5.8 (B)(l)(a)]; b) Will not be detrimental to the public welfare or property or improvements in the neighborhood [Section 20-5.8 (B)(l)(b)]; and. c) Complies with all other applicable Code provisions [Section 20-5.8 (B)(l)(c)]. However. staff believes that the following recommendations should be implemented in order to best serve the surrounding neighborhood and the City as a whole: ( 1) The mature vegetation along the rear property line should be maintained and augmented. (2) The proposed masonry fence to be located along the rear property line should be replaced by a solid 6-foot wood fence. • The proposed plan demonstrates a masonry wall along the rear property line. Due to the width of its footers. the installation of the wall would necessitate the removal of mature mahoganies and eureka palms, which effectively screen the abutting apartment buildings. The installation of a wood fence, however, would not require the removal of the vegetation. Additionally, the existing vegetation should be increased to provide a better buffer. Therefore, additional eureka palms should be planted in any gaps existing in the current "hedge line." Also, the proposed increase in perimeter buffer would allow for an additional hedge to be planted in front of the eureka palms. (3) The mature trees on the East side of the property should be maintained by adjusting the parking spaces. • The proposed site plan demonstrates that a mature black olive tree and royal palm tree would be removed on the East side of the property to accommodate parking spaces. However, a site visit revealed that a slight shift to the North would preserve the mature trees. (4) The mature royal palm, which lies within the proposed building footprint and is identified for removal, should be relocated to the front of the building. • Currently, a mature royal palm is located in the planted drive-through median. The expansion of the building would necessitate the removal of the tree. However, the expansion of the building would also result in a wider outdoor seating area, which is currently, and would continue to be, framed by royal palms and the building. The expansion of the building provides the space for another royal palm. (5) The planted drive-through median should be expanded along the arc. (6) The driving lanes should continue to be one way. City Manager's Report: Schlotzky·s Deli 3 40 (7) The dumpster should be enclosed by a solid 6-foot wood fence and be washed down at least once daily. (8) Deli\·eries should occur bet,veen 9 a.m. and 9 p.m .. Monday through Friday: and IO a.m. and 9 p.m .. Saturday through Sunday. On November 24. 1998. the Planning Board voted 5: 1 to recommend approval of the request per the aforementioned recommendations and noted that a study should be conducted by staff in order to determine the feasibility of allowing the sale of beer and wine in the GR district adjacent to US 1. COMPREHENSIVE PLAN This application does not conflict with the Comprehensive Plan. RECOMMENDATION: Staff recommends approval with the following conditions: (1) The mature vegetation along the rear property line be maintained and augmented. (2) The proposed masonry fence to be located along the rear property line be replaced by a solid 6-foot wood fence. (3) The mature trees on the East side of the property be maintained by adjusting the parking spaces. (4) The mature royal palm, which lies within the proposed footprint of the building and is identified for removal, be relocated to the front of the building. (5) The planted drive through median be expanded along the arc. (6) The driving lanes continue to be one way. (7) The dumpster be enclosed by a solid 6-foot wood fence. Dumpster washing occur at least once per day. (8) Deliveries occur between 9 a.m. and 9 p.m., Monday through Friday; and 10 a.m. and 9 p.m., Saturday through Sunday. Attachments: Resolution for adoption Letter of Intent Excerpt of Contract with property owner Reduced Site Plan Menu Mailing Map Excerpt of Planning Board Minutes from November 24, 1998 City Manager·s Report: Schlotzky·s Deli 6'!90 S Di~,c Hwy Schlotzky's Deli doc 4 41LEGAL DESCRIPTION: A portion ofTnct 2A P...R. CLARK PROPER.IT, XWtding to the Pbt lhCffOf recorded in Pb:I Book 43 • Pago 20, & a ponion of Loe '• Block '• OAK HEl<JHfS, axtwc&ug to die Pbt thereof' n:cordcd in the P1a Boot 46 a p,ge 64 I Pabtic bcordl afDada Ccamy, Florida, ~ plZ1iculmy dmc:ribcd .. fullowl: J\egi,11ti11 .It tho Nudwmdy ama-of aid Loe ,, aid poina lying on the Socot adaty Rigbt-<Jf -Wa'f fiaa af Slim Road No. , (U.S. Higlnqy No. I); lhmce nm S. 49 '9'19'" w. aliq the llid Socdlteatedy .Right-of-Wr,;y line of Sta Roat! No. ,. (U.S. f¥way No. 1.) and along Ibo Northwestedy boundary _? of uid Loe 5 for I cH,tnr,. af 29.$4 feet; dJcncc rUD S 40 00'41 E. for a disbnc: or rn.6, r= to a poiar baring N n 36'2r Band 111.2, feet~ ftom die molt Soudw:rly cona of uid Loi ,; tbcnce nm N ,2 36'28• E for a dimoce of 135.0S feet lo a point on tho P..at boundaiy fine of the mnaid Tra.ct 2A; thence run tho foiJmrius wunea _, ifimrnrn dong the aid boandary fine of Tr1Ct 2A; nm N 89 lT 24• R fur a i5dlnce of21.84 feet; thcnec run N 45 07' 25• W for a di!u:ncc of 193.87 fed to a poml of &m:nection with the aformd Soudlc.ut Right-af -W llf tine af State Road No. , (U.S. I ligbwsy No. l. ); thence nm S 49 59' I~ W along dae uid ~Right-of-Way~ of Stm.c Road No. , (U.S. Higbwzy No. I) for a diltmce of 113.82 feet to tho Nordnvesterfy comer of aaid Tnct 2A. said pom1 al8o tying on the Ea.st boundary mu: of afOBaid Lot S, thence deywting fium the uid boundzry line of Tract 2A run Norlh along the said Ea.It boundary line of Loi S for a dinance of S.22 feet to the poinJ of beginning. ,, / / / / ., ' ,, , 11.?i / ... , t\ V ; [' 1 • If I l' · ;: j _l ' ,! L' 1~· . '- 42 Schlotzsky's Deli. • --· . -. ------'-·----- --·-----·-... ---~ ... , November I, 1998 City of South Miami 6130 Sunset Drive South ~-1iami. Florida 33143 Re: Letter of lntent Dear City of South Miami : Sinfing Food Contepts, Ir ~ fRAIKKISII Of SOllOTZSll'S, I 399511W 1071h Ave,i Miami, fl01ido 331 : Offite line 30S-436·87i Office fox 305·436-087 4 Restaurcmt line 305-436-BUJ; Reslaumnl lox 305-436·8 I 60 We intend to demolish the existing drive-through. free-standing restaurant building at 6290 S . Dixie Highway and build a new one, providing 32 parking spaces. a dumpster area and mainta ining the existing ingress. egress and all cross-access driveways as well as 1he driveway circulation on site. We will build a Schlotzsky' s Deli prototype brick fa~ade building. Yours truly, SIZZLINGFOOOC~ By: --~-~~----- Ricardo Warman, President 43 THIS LEASE MADE THIS d. ~ day of October. 1998. by and between: 6290 SOUTH DIXIE HIGHWAY, INC .. A FLORIDA CORPORATION hereinafter referred to as "Landlord": and SIZZLING FOOD CONCEPTS, INC., A FLORIDA CORPORATION hereinafter referred to as 'Tenant". WITNESSETH: 1. Dem ised Premises: Landlord rents unto Tenant and Tenant leases from Landlord for the term and upon the terms and conditions set forth in this lease, the following described premises: A portion of Tract 2A, E.R. CLARK PROPERTY according to the Plat thereof, as recorded in Plat Book 43, Page 20, and a portion of Lot 5, Block 5, OAK HEIGHTS according to the Plat thereof, as recorded in Plat Book 46, Page 64 of the Public Records of Dade County, Florida. together with the improvements thereon and appurtenances thereto. A Metes and Bounds description of the demised premises is attached hereto as Exhibit "A". herein called the "demised premises" shall be subject, however to the terms and conditions of this Agreement and to the reasonable rules and regulations for the use thereof, as prescribed from lime to lime by the Landlord. (a) Tenant shall use and occupy the demised premises solely for the conduct of: a delicatessen under the name or style of: SCHLOTZSKY'S DELI (b) Tenant shall continuously during the full term of this lease and every extension thereof keep the entire demised premises occupied and open for business during the hours hereinafter specified. 3. Turm: December 1, 1998 through November 30, 2008. (a) Tenant shall pay to Landlord, without notice or demand, the sum of not less than Six Thousand ($6 ,000 .00) Dollars per month ("Base Rent'') the first payment of which shall commence on the __ day of lo l,g s£#11,1~98 and shall continue payable on the ____ day of each succeeding month of each year du ng the term hereof. (b) The base rent shall increase at the beginning of each lease year after the first lease year in the amount described below: Commencing on December 1, 1999, the monthly rental shall be equal to the sum of $6,000.00 multiplied by a fraction, the denominator of which shall be the amount of the Consumer Price Index -U.S. City Average -All Items (1967-100) for the month of December. 1998 as published by the United States Department of labor, Bureau of labor Statistics. and the numerator of which shall be the amount of said Consumer Price Index for the month of December , 1999. In a like manner the rent for each succeeding 12 month penod dunng the term of this lease shall be adjusted and shall equal the amount of the last monthly rental payable by the Tenant multiplied by a fraction. the denominator of which shall equal the Consumer Price Index number for December of the preceding year and the numerator of which shall equal the Consumer Price Index as of the month of December for the year in which lhe calculation is being made. It is the intent hereof to increase the rental during each year of Che option period effective December 1 of each year in accordance with the change in the cost of living measured from one year to Iha next as hereinabove 44 ca UHll 13 @ S40'00'41'E 172,65' 1 STORr C.6.5. SLDG. V,du> 4v~ ' 0 \0 0 45 WELCOMf. To Schlotzsk)!s Deli Hom, of ririzdous hvr 1a,rdw1~im n·~vtcf on our famnw /JaJ:ra' J-rnh Dail,-'' bum and imiiz:idu.ai sittd Sourtiau# Cru,r Pt=i · (305) 436-BUNS (2867) Original Sandwiches THP SAt!LN'tCH THAT MwE Us fAMOl!S! The Origin.al Sm H.9!1 Tousld wwdu,~ bun . 1h,u Reg $5,99 m,:,1n. Uan h;im. \.cnon <.al.um, wnu ,,J~n;1J tluc:-c •.:hc:csc, (111utt.'Ucll2. chedcbr. p.umn.'UU, ,n .. «anl. n:.u-in..n:d l,hdr. ulo•~•. v• null, k'l!U,c: 1ncl tum,1111 Delwre Oripnal S.. &J.S!J !vlv,a d-.an rw,cie the mc,a< of Rei 6-4.'9 Thc:Oni;tn~ Ham & Chene Original Sm S3,19 Tu-•J ,vu,dough bun. hf 9J.'9 sluvcrl le-Ail h:un. thtte chlC1CS . mustard , n,n,nu~ bla,:k oli,-c. on1u11. lcttu1X arnl 1omu\1 'lul'My Original S• $!.19 -~ chccscs. 11nuk.cJ r111xc:y. Itta U.T9 Gmo;,. nlam1 on ~ c02a1cd ,11wJ011glt bun vmh light mayvnnam~. Imm,:. 1011tat11. nwirucc:J bbck ulivn and onion l.arge Orip,al All other Large 5andwidtes OUR. OWN MUPPUU!TIA TI1c Orig1112I on " g1.1111 ll" bun light Sandwiches Grillecl. Chicken Bttast 0.55' Juiw grilled chicken l,mur 1111 z ro:uccd tuunluugh bu.n wirh Pcstu R.,nch Jmsing. J,n11« ,1.11<! tonwu Saata Fe Grille.I Chicken $!. 1, Scuoncd g,ille-d Jli,kcn brc:1.n un :i rou11:,i jJ.l::1,c1;0 (he= bun wirh 1ndtcd .:li~IJa1 d1c~1:, g~n du!~. green unio11. lcm,...c. '"""''" ~ml light m11y11nnaisc Smo~d 'l\ukey Breast Sm U.9' ~mokc,J Mkcy bft".Gl on 3 lk1 $!.99 couicd iuurd1>11gh bun. lii;hi u1,.-,yu 1uL'Us:ic-. len11cc-:u,J, tvm.ttu The Veptariaal To::istc:d witcar bun. $lill.J wrnmlxr. ,ci,n,ro, umun. lcuu..:c:. n>arln!l1cd lih<.k oli,"i. d1cdJar du:csc anJ Lighr R:i11J1 .lrc~11•g Deli Sandwiches Grilled Odckea Club U.99 ~usculc:nc gnllcJ ... hic.k~n b,osr 1>n :1 10:1.m:J ,n,11du11&h bun wnh mdtaJ .:hedd.ar chC\.-s<:. cri1py l>;lcrin. i;rccn umuu. !crmce. 1nrnJrt1. J,ght :-ruyu1\l\.U<c ~nJ 011un mmtud Turkey & Bacon Club Sat H.69 "fo:u1co whc;i.t bun w,d1 Rtg 6t..6? ,heed ,mok,d turk,·. (,acun m•p•. mcln:d mua.arcil:\ ~nd ~hcd,far d,tc)-, w,rh l,gfn :Tl:\~·onr,;u-:-:. lt'..t\\CI; •nJ tum~~o Roan Beef&: Cheese 1o~ccd suurduui;h liun. hur Sns $~.19 Rei $½.':'9 FAX (305) 436·8 I 60 8" Sourdough Crust Pizzas The Original Combination O.&? H,,,b~d suurc:out,> crust, P:l'p<roni. ni~m,1oms, 1~11 1'~1-'tx'· uiuun. bla~k c>hW'C'f. 1ioh 1um~to. 111uu.1rclb cheen tnd wm:10 poto Pepperoni & Double Olene S,.79 Hc,l,cd sourduu~ ~n,i•. rmlmt>n:U f-.,,umc w1d1 1umaro ~•o. ~tu puruuns n( 11107Z31'1:lla chet."1~ and pepperoni Mcdit.cr1>anean 6~.69 Herbal sautduug.lt CIIJSI, Ji:u d1coc, bfa<.lc olive. 1u1\\«1u. ouiun 1111d ba~il p~)to Bmt,eque Chicken SU9 Hcrbtd )uu1duugh oust, )UII~ uf i;nUed ch1t.kcn · brc:ut, BBQ t:iucc. onion. J:abpcliu, niuuirc!Lt lnd thcddai cheese with 1orrmo pcsro Double Cheese $l.§9 Hcrbcd suucc.!oup,h c•1u1, 1um3ru Jll?ito with extra portiom of mau~rcll, anil p:umcun ch~c Vegetarian Special ~M9 Hcrbc_J wwdougl, ~n. btll 1-..:ppcr, on ion . 11,~hcuum:.. bb.dc uhvcs. I.mil ptm,. fic,h 1um~t0 211d. m02::z::m:Ua d.eeic Chicken A: Pesto 64,09 Habcd sourdough crust, mips uf grilled duckcn brc,sc. gr<.cll u11iu11 . b:is1I f>c.$10. 1nma1u. bhck oliva anJ 1nu=l!:t ,·h= Smoked 1\arkey & Jabpri.o $~.9' Hubcd JOwdough .:run. ,mnlcaf CUlX(')'. 1alayci1u pcpp.11. rcm:uu yc:scu , m,,win:ll:i n,d fmh to1n,11u Specialty Pizzas 8a~on, 'IolltlllO It Mushroom 5),99 H(rb,-J 1uuiduull,!1 crun. tom:110 1~1ru, b~con, tun11m,, mwluuu1ns :iml n,vua,clla du:CJr :Fout Ch«-c & To1ttato e,.9' Ht:1bed tourdou&h ~=~t. h:1.511 ~ro. [n:sh tomiru, un iun . 1no1un:ll2 . Monterey Ja,k, Swm ~nJ p.11111••·•11 •·hcc,a Salads Chinese C--1cken Salad H.om~1nc l,m1~. imp) of gnlltd ch ick~, lm:;,,r, «RI"<' i ,:,,,d,, d1nw m!:111 nuoJlc,. given unwn :me.I m>.r1Jui11 01"1nSC'>, Try wi1h Spiw ll1•i l't.,,,..ur cL=ing Greek Salad S!.75' M~d l,uu.:c. fc,a cntt1i,. purple uniuo. bl:ck o)i.-,;, &fld romm,u . 'Irv with t...o ,on Run:~,y Vinai;mtc d1cmng Chickrn Caesar Salad SU9 RnJ11'111e lcuu1.-.:. ""!" of grilled du~k~n 1,,...,.,, IIIOti,.>tdla .ut<J rum~n ,he;,;=. Trv wi1h r,nd im,n;i C•c.•, J . .:»,ui; • • . Cae$ar Salad $1,'9 ~•me :u .ibovc, w11huu1 du.:hn s,nokcd "lw'kcy Chd's h~tJl 0.,1 \.1;,.rA Ir,,,., ... ·:•••oL,.-· .,,.t,._..,.,,.,:..,.. ...,,-••. .JI., 46 '1:1,,.&X\ (,1111 lll\.C. va•un, U~ht n,,"l)VlLl.lUC . J.::ru~~ ;1ud ru,u11tu Paatrami A SwiH Sm. ·s~.,, 1i,lU"l'"'..rl u:i,J.. 1;, bun . ,un Rrj St.69 ' p:isu.n11 -.IJ,c:d rbm :ind pikd lni;J,. sp,~ mu11J1'1l ~,~<l mdro.l Swi11 dt<<St local Favorites Tcxa.s Sc,h.Joqsky's• 5• 5).t, To.u,~J _w.ipeiio d,ec..: bu11 . Btr St,.,i9 ~.,-.::J bu: h :11:1. mdmJ ,hc,ldu d1cqi:. ;l,~d .~hpcnt-. lc 111;c-c. IOnl>UJ ~!Id lrt;nt ru:\yonnai<c Coram Bed", P.utr4.ali Sm S~.'79 or Turke,· Reuben Rrr S4.79 Tuutcd J::11~. r,-.: bun. ian 11.u:r.mu. wn,,.; i,o:xr ur ,mu~tJ :u1key. i.i~ctiua,11. 11,u,.....,J l,l ,,11,I dnumg -nJ mdrcd Swt~J d,~cs, Tuna Salad Tu:1.1rc.J 1uurduui;Jl bu,, w11li run~ italJ,I. le11 .. ,-.:. 11:n1..1cu. m:mn.:iral bl.1.Jc uli-.u ~,j l.wu m:i.yun,~isc Soup Hume11ric svup Cup SU9 Bowl $1.89 pirpaml rn·norc:, flavu11 cl'4Jl&c daily Desserts Baud Frnh Cookies um 00} New York-StyJe Cheesecake Fudp Brownie cake !>t'PJ •t. runciui ' Tossed ~aJIUl .Mu::J lmua:. tonmu bell f'CPPC4 ~nJ bl;\ck t•li,,a Pc,tato Salad 8 .a, Cole Slaw S .&9 ENJOY 01.JJt CVHOM-PACKED ~.'\:.AD URl:S~l:-JC~ Deli Style Potatn Chip5 $ .69 In 5 G1ct f1~1·on Kid Schlotzsky' s® 1fu1 12 &. linJcr l.July. i'l.:ucl Pil:z.a Combo SJ.2, K,J\ ,1-.a:,c p1tu . c0<>it1r ~,,a 12 t-unc: so~ dr1nk PBJ Combo $L9' P<'lnUt l,,0111:r :.mJ 1cll:, un i IV'Ut~d sv,iruvug:-1 buo . .:wk.ic 2nJ 12 """'" ,un dnnlc Che-He Sandwich Cornbo $1.l!) To.urcd suunluu._h llun "'1th 1hn;c <.hccsa. louiac and 12 ... ~n:c «,ft d:mt Ham A Cheese Sandwich Combo $2.29 Tuo.m:d ;uunlo11ah l>un w,tl, ham « rhrcc d,ccu, . .;uokie :i..'1d !2 uun~r ,'1f1 drink !~l~~~,~~s • m1"1y Bccwed lccd le 5111 S .89 Med S .5'9 PJ1um<l lfordcu Se,.~~cs Sd,lurl>k)"> :O.r,nn~ Wau:r Dumcmc Rec, .,, W111c- lmpor1<.J Seer or Wine 1, il.09 sus SJ.D!t $1.n $US BAKED FRESH DAILYrn SOURDOUGH, WHEAT, DARK RYE AND jALAPl:fJO CH£ES.E 8VNS, PJZZA CRUSTS, COOKIES ,9,S NW 107th Ave. MSamt, n. 33178 (~S) 4,6-BUNS (2867) J'AX (~OS) -uci-8 u;o 47 ,.· J;, !, ., ' ' I -:;,• ' Applicant: Ricky Warman Owner: 6290 South Dixie Highway, Inc. Address: 6290 South Dixie Highway MAILING AREA Hearing#: -t PB 98-022 Subject Property 500 foot boundary N Date: November 24, 1998 Request: A Special Use Permit for a '·Restaurant. Convenience·' in the General Retail zoning district, as specified in§ 20-3.4(B)(4)(a) of the Land Development Code. CITY OF SOUTH MIAMI PLANNING BOARD 48 " SUMMARY MINUTES Regular Meeting Planning Board Tuesday, November 24. 1998 City Commission Chambers 7:30 P.M. I. Call to order and the Pledge of Allegiance to the Flag of the United States of America A. Mr. Pages, Chairperson. called the meeting to order at approximately 7:35 p.m. II. Roll Call A. Board members present constituting a quorum I. Mr. Pages, Mr. Lefley, Mr. Morton. Ms. Chimelis, Mr. Wiscombe B. City staff present 1. Subrata Basu (Assistant City Manager/Planning Director); Gregory Oravec (Principal Planner/Acting Director); David Stroder (Board Secretary) III. Public Hearing A. Item: PB-98-022 Applicant: Request: Location: Ricky Warman A Special Use Permit for a "Restaurant. Convenience" in the General Retail zoning district, as specified in§ 20-3.4(B)(4)(a) of the Land Development Code. 6290 South Dixie Highway 1. Ms. Chimelis read the request into the record. 2. Staff presented the item to the Board, reviewing an inter-office memorandum entitled Request for Special Use Convenience Restaurant, and noting the eight items of recommendation for approval. 3. Staff confirmed that, prior to tonight's meeting. the applicant was informed of the items for approval noted in the aforementioned memorandum. 4. The public meeting continued. 49 a. Mr. Ricky Warman. President of Schlotzky·s Deli. signed in to speak before the Board. Mr. Warman related background information pertaining to the deli. including the establishment" s concept offasr casual. b. Mr. Warman related that the establishment is aware of the items for approval and will attempt to meet each one. c. Discussion ensued in regard to number 8 of the several items for approval, particularly regarding deliveries up to 10:00 p.m., and Mr. Wiscombe suggested that a time of9:00 p.m. be incorporated as part of number 8. d. The Board suggested that any issues pertaining to obtaining and retaining a cross-easement agreement(s). if applicable and necessary, be addressed and satisfied. e. Discussion was held in regard to the City's code not permitting the sale of beer and wine at the location due to its proximity to residential properties, and staff explained that the applicant may initiate a change to the code, if desired. f. The Board and staff wished to note for the applicant's benefit that the item will proceed with the understanding that the sale of beer and wine will not be permitted at the deli , and Mr. Warman indicated his understanding of such a prohibition. g. The Board noted the importance of the establishment being sensitive to adjoining residential properties involving pick up and removal of trash and garbage from the location. 5. The public hearing was opened. a. Mr. David Tucker. Sr., of 6556 SW 78 Terrace, signed in and spoke before the Board. Mr. Tucker welcomed the establishment to South Miami , both as a new enterprise and as a beneficial addition to the US 1 corridor. 6. The public hearing was closed. 7. The public meeting continued. a. The Board discussed expansion of number 7 of the items for approval, to include stipulation for cleaning of the establishment's dumpster. b. In regard to the Board's earlier discussion regarding the prohibition of the sale of beer and wine, Mr . Pages stated that he wished to send a strong recommendation to City staff and the City Commission to further consider the sale of beer and wine for the US 1 corridor within a similar framework as such sales were further considered for the Bird Road area. 2 50 8. Motion: Mr. Letley moved approval of the application. as per recommendations of staff. inclusive of two amendments: (1) to number 7. that dumpster washing occur at a minimum of once per day, and (2) to number 8. that 9:00 p.m. be the latest for deliveries to occur. Mr. Wiscombe seconded the motion. 9. Vote: Approved 5 Opposed 1 (Mr. Morton) 10. Following the taking of the vote. the Board continued with the public meeting. 11. Mr. Pages put forth the Board's unanimous recommendation that the City conduct a study considering the sale of beer and wine, perhaps as an ancillary use, similar to a study that occurred for the Bird Road area. 12. Discussion was held in regard to what area(s) of the City would be studied, and staff suggested that the GR zoning district be examined, including review of current distance requirements contained in the City's code. 13. The Board suggested that the GR zoning district located along US 1 be studied in particular or be included in a citywide study of the GR zoning district. IV. Public Workshop A. Valet parking ordinance 1. The Board discussed the valet parking ordinance that is currently in draft form. 2. The Board concurred that the new ordinance should be further reviewed by staff, including the Public Works Department and the Planning & Zoning Department, and by the City Manager and the City Attorney, including for the following: a. Valet charges, particularly that they need to be more than meter revenues; b. Insurance concerns, particularly that the risk manager needs to review for various items; c. Valet operators, particularly in regard to what certain operators need to provide; d. Sunset Drive, particularly in regard to loading and unloading on this downtown street. V. Approval of Minutes A. The Board took no vote in regard to minutes at this meeting. VI. Remarks A. Property in the MO zoning district near the Metrorail station 3 51 rdr l I certified lists o f p roperty owne rs w ith in a specific radius+ radius mops+ moiling labels + moilou ts + no ti c e of p ublic hearin g site p o st in g rdrmiami.com I diana@rdrmiami.com I 305.498.1614 May 3, 2022 City of South Miami Planning & Zoning 6130 Sunset Drive South Miami, FL 33143 Re: Property owners within 500 feet of: SUBJECT: 6290 South Dixie Highway, South Miami, FL 33143 FOLIO NUMBER: 09-4036-034-0010 ABBREV. LEGAL DESCRIPTION : E R CLARK PROPERTY PB 43-20 PT TR 2-A & PT LOT 5 BLK 5 PB 46-64 This is to certify that the attached ownership list, map and mailing labels are a complete and accurate representation of the real estate property and property owners within 500 feet radius of the external boundaries of the subject property listed above, excluding the subject property. This reflects the most current records on file in the Miami-Dade County Property Appraisers' Office. Sincerely, ~~ Diana B. Rio Total number of property owners without repetition: 59 1 including 0 international (6 of these 59 property owners are considered abutting or contiguous, including those across the street; therefore, their notice shall be mailed via Certified Mail) Rio Development Resources, LLC ("RDR'J has used its best efforts in collecting the information published in this report and the findings contained in the report are based solely and exclusively on information provided by you and information gathered from public records and that local government By acceptance of this report, you agree to hold RDR harmless and indemnify RDR from any and all losses , damages, liabilities and expenses which can be claimed against RDR caused by or related to this report. 52 rdr :riic11T:i i pur-_,lic i1eo1i 11~: :iC:i, ::',, ':-;: certified lists of property owners within a specific radius + radius maps + mailing labels+ mailouts + notice of public hearing site posting rdrmiomi.com I diono@rdrmiomi.com I 305.498.1614 500' RADIUS MAP I I -i-1 SUBJECT: 6290 South Dixie Highway, South Miami, FL 33143 FOLIO NUMBER: 09-4036-034-0010 ;a C, ~ I 0 - ~ m 51/t/ 76Tt!_ I_ J -,- ABBREV. LEGAL DESCRIPTION: E R CLARK PROPERTY PB 43-20 PT TR 2-A & PT LOT 5 BLK 5 PB 46-64 Abutting or contiguous property owners, including those across the street 53 ~-~-.... rdr miami I public hearin~:_i notification services cerlified lists cf property owners wilhin a specific radius+ radius mcps + mailing labels + moi!ouls + nolice of pubfic hearing site posting rdrrniami.com I diana@rdrmiami.com I 305.498.1614 May 5, 2022 City of South Miami Planning & Zoning 6130 Sunset Drive South Miami, FL 33143 Re: Property owners within 500 feet of: SUBJECT: 6290 South Dixie Highway, South Miami, FL 33143 FOLIO NUMBER: 09-4036-034-0010 ABBREV. LEGAL DESCRIPTION: E R CLARK PROPERTY PB 43-20 PT TR 2-A & PT LOT 5 BLK 5 PB 46-64 I hereby certify that the attached notice was sent to all the property owners within 500' radius from the subject property (ies) on May 5, 2022 via First Class mail. 6 abutting or contiguous property owners, including those across the street, received the notice via Certified Mail, receipts attached. Total number of property owners without repetition: 59, including O international Sincerely, ~c,_,d,_;_ Diana B. Rio State of: ·-:PiA)yic)q County of: Lt ; q n-4 -Lkc:Le BEFORE ME: an officer duly authorized to take acknowledgme nts , on this c..... '2-2-, personally appeared U 1 (t..,rp 12 Lb --(I,, S day of who is per~ . Y-..!sD_own to me or who has produced __________________ _ as identification and who did take or did not take an oath, who executed the foregoing, executed the same freely and voluntarily for the purposes therein expressed. Notary Public Dated this __ S_TY\ ___ day of ___ J_=(,\_=~-'------""''2,(...;;.)--'·2"-.,_·2-_ J Commission Expires : / ?:,~ 16-J-.D'.3-I:> Seal .A~Y.'~;;4'~ Mabel Rio [~-::-/ii ~t] Comm_.# GG939791 '"--~~ Expires. Dec. 15, 2023 ,,,,,,,w,r,;",,,, Bonded Thro Aaron Nolary and Rio Development Resources, LLC ("RDR'') has used its best efforts in collecting the information published in this report and the findings contained in the report are based solely and exclusively on information provided by you and information gathered from public records and that local govemment. By acceptance of this report, you agree to hold RDR harmless and indemnify RDR from any and all losses, damages, liabilities end expenses which can be claimed again5/ RDR caused by or related lo this report. 54 May 6, 2022 VIA CERTIFIED MAIUUSPS j(',:):., c, ,1::.,.-..-1-/8:,.•,:1 Dl~t I!!\, C+·<! 430~7 CONTIGUOUS PROPERTY OWNERS NEIGHBORS WITHIN 500 FOOT RADIUS RE: Notification of Application for Special Use Permit /Site modification (the "Application") for Chipotle Mexican Grill Located at 6290 South Dixie Hwy., South Miami, FL 33143 ("Property") Dear neighbor, WD Partners represents Chipotle Mexican Grill. Their location at 6290 South Dixie Hwy is requesting a modification of the site to add a drive through lane. The current zoning use designation allows for the drive through; however, the site plan must be approved by the Planning Board and City Commission. The scope of work will be to add a drive-thru digital mobile order pickup lane whereby customers in vehicles drive-up to the proposed window to pick-up pre- purchased food through the Chipotle Ordering App. There will be no ordering menu board or speaker, since all orders are processed digitally via the app. The queue will be efficient as the food is prepared once orders are placed through the app. You are being notified in conformance of the city's zoning regulations regarding the application. This proposed project complies with all applicable code provisions. Should you have any question, please contact us (346) 456-8932. Or via email at Diana.Steelquist@WDPartners.com. Sincerely, ~~~ Diana Steelquist Manager, Planning & Permitting T ;1,31~ s;A 7000 F ·1Sl4E<?47777 55 CITY OF SOUTH MIAMI, FLORIDA NOTICE TO THE PUBLIC OF THE SPECIAL VIRTUAL MEETING OF THE PLANNING BOARD In order to balance the need for the City of South Miami to function and conduct vital business during the COVID 19 pandemic and, at the same time, to protect the health, safety and welfare of its citizens, officers, officials and administrative staff, and pursuant City of South Miami Code, Chapter 286.011, Fla. Stat, and the City's Home Rule Powers, the City will be holding its Planning Board Meeting live in chambers and VIRTUALLY through communications media technology (CMT) until social distancing is no longer required by any relevant Executive Orders. The special meeting is scheduled to begin on Tuesday, July 26, 2022, at 7 :00 p.m. to consider the following public hearing items: 1. PB-22-010 Applicant: WD Partners A Resolution pursuant to Section 20-3.4(B)(4)(a)(ii) of the City of South Miami Land Development Code approving a Special Use application to modify the site plan for an existing Convenience Restaurant located at 6290 S. Dixie Highway. ..,, J ;1 UJ I ,.., I ~· ""' / ,. , ' ,, ~ "~ .,.t ---" ,. ,. / -SW 78TH ST\ BROWN DR --I ~1-1··11 -> ---'--i "" I I ---1 , i "" '--- "" ~~ •W -~ D ·z "' I~ ----- I~ I IJl _L 56 All Board members as well as City staff will participate by video conferencing at City Hall or at remote locations through the Zoom platform, and members of the public may join the meeting via either Zoom at (lm ps://zoom.us/j/:0:6636338), by phone by calling +1-786-635-1003 and entering Meeting ID: 3056636338 when prompted, or in person in the Commission Chambers, and where their appearance will be broadcast on the Zoom platform, and where they can participate. If you desire to present evidence, attend in Commission Chambers or you are unable to use Zoom, there are procedures to follow and other options available including a dedicated phone line to listen and participate in the meeting and limited public attendance, all of which is set forth in the meeting notice posted at City Hall and at hup ://wv,w.southmi:.unifl .go, 1580/Public -Meeti nu s-o(ices . Anyone who wishes to review the pending application and supporting documentation in person must make an appointment by calling 305-663-6327 or 305-663-6331. Note that pursuant to Florida Statutes 286.0105, a person who decides to appeal any decision made by a Board, Agency or Commission with respect to any matter considered at its meeting or hearing, a record of the proceedings will be required for said appeal and such person will be required to have a verbatim transcript of the proceedings including the testimony and evidence upon which the appeal is to be based ADA: To request a modification to a policy, practice or procedure or to request an auxiliary aide or service in order to participate in a City program, activity or event, you must on or before 4:00 p.m. 3 business days (not counting the day of the meeting) before the meeting deliver your request to the City Clerk by telephone: 305-722-8686 (voice) or 305-442- 1600 (TTY/TDD) or by mail at 6130 Sunset Drive, South Miami, Florida or email at npayne@southmiamifl.gov. 57 MIAMI-DADE STATE OF FLORIDA COUNTY OF MIAMI-DADE: Before the undersigned authority personally appeared GUILLERMO GARCIA, who on oath says that he or she is the DIRECTOR OF OPERATIONS, legal Notices of the Miami Daily Business Review f/k/a Miami Review, a daily (except Saturday, Sunday and legal Holidays) newspaper, published at Miami in Miami-Dade County, Florida; that the attached copy of advertisement, being a legal Advertisement of Notice in the matter of CITY OF SOUTH MIAMI -SPECIAL VIRTUAL MEETING OF THE PLANNING BOARD -JUL 26, 2022 in the XXXX Court, was published in said newspaper by print in the issues of and/or by publication on the newspaper's website, if authorized, on 07/15/2022 Affiant further says that the newspaper complies with all legal requirements for publication in chapter 50, Florida l,pii/t,\ CHRISTI~ LYNN RI.VIX [,,/~\•; Commlssion#GG2m71 ·~-~~r ExpkesNoYenter1s.2022 •%1r,r,.?-•• Bonded lluuTroy Fakl lns111811Ce eoo-185-7019 CITY OF SOUTH MIAMI, FLORIDA NOTICE TO THE PUBLIC OF THE SPECIAL VIRTUAL MEETING OF THE PLANNING BOARD In order to balance the need for the City of South Miami to function and conduct vital business during the COVID 19 pandemic and, at the same time, to protect the health, safety and welfare of its citizens, officers, officials and administrative staff, and pursuant City of South Miami Code, Chapter 286.011, Fla. Stat, and the City's Home Rule Powers, the City will be holding its Planning Board Meeting live in chambers and VIRTIJALL Y through communications media technology (CM1) until social distancing is no longer required by any relevant ·Executive Orders. The special meeting is scheduled to begin on Tuesdav, Julv 26, 2022, at 7:00 p.m. to co,nsider the following public hearing items: 1. PB-22-010 Applicant WD Partners A Resolution pursuant to Section 20-3.4(8)(4)(a)(ii) of the City of South Miami Land Development Code approving a Special Use application to modify the site plan for an existing Convenience Restaurant located at 6290 S. Dixie Highway. 2. PB-22-011 Applicant: Maestra Sunset, LLC An Ordinance pursuant to Section 20-5.7 of the Land Development Code providing for a Map Amendment to the City of South Miami Official Zoning Map from Transit-Oriented Development District Mixed-Use 5 (TODD MU-5) to Transit-Oriented Development District Mixed-Use 6 (TODD MU-6) on a 1.6124-acre (70,236 sq. ft.) property located at 6075 Sunset Drive and as legally described herein. 3. PB-22-012 Applicant Maestra Sunset, LLC A Resolution pursuant to Section 20-8.9 and other provisions of the City of South Miami Land Development Code approving by Special Exception a large-scale development on a 1.6124-acre (70,236 sq. ft.) property located at 6075 Sunset Drive and as legally described herein. 58 All Borud members as well as City staff will participate by video conferencing a t City Hall .or at remote locations through t h_e Zoom platform , an d members of the public may join the meeting via either Zoom at (https://zoom.us/j/3056636338), by p hone by calling +1-786-635 -1 003 and entering Meeting ID; 3056636338 when prompted , or l n perso n In the Commission Chambers, and where th ei r appeara nce will be broadcast on the Zoom platform, and where th ey can participate. If you desire to present' evidence, attend in Commission Chambers or you are un able to use Zoom, there are procedures 1o follow and other optlons available including a dedicated phone line to listen and participate in the meeting and limit!!(! pubrrc attendance, ail of which is set fort h In !he meeting notice posted at City Hal l and at !J!!.Q:/fwww.so uthmiamiH.gov/580/Publlc-eetin s-Notices . Anyo ne who wlshes to review the p end i ng appli cation and supporting documentat ion in pe rso n must make an appoin tment by calling 305-663-6327 or 305--663-6331. Note that pursuant to Florida Statutes 286.0105, a person who decides lo appeal any decision made by a Board, Agency or Commission wi th respec t to any matter considered at Its meeting or hearing , a record of th e pro ceed ings will be requi red for said appeal and such person will be required to have a verbatim transcript of the proceedings i ncluding the testimony and evidence upon which the appeal ls to be based ADA:. To request a modification to a policy, practice or procedure or to request an auxiliary aide or sel\lice in order to participate In a City program, activity ·or event, yo u must on or before 4:00 p.m. 3 bu siness days (not cou nt ing the day of the meeting) before the meeting dell11er your request to the City Clerk by telephone: $05--722-8686 (vpice) or 305-442-1600 (TTY /TDD) or by mail at 6130 Sunset Drive , South Miami , Florida or emali at npayne@so uthmlamlfl.gov. 7/15 ·22-78/0000608435M 1 CITY OF SOUTH MIAMI PLANNING BOARD Special Meeting Minutes Excerpt Tuesday, July 26, 2022 CITY COMMISSION CHAMBERS 07:00 P.M. The City of South Miami Code of Ordinances, Section 8A -5, requires that all lobbyists, as defined in that section, must register with the City Clerk before engaging in any lobbying activities and in most cases pay an annual fee of $500.00 and an additional $100 for each additional issue. This applies to all persons who are retained with or without compensation to influence any action, decision, recommendation of someone with the city, including the city manager, city attorney, department heads, city personnel, or members of the city commission or members of any city board, concerning a matter that could foresee ably be address by the city commission or a city board. There are some exceptions and exemptions. The following are not considered to be lobbyist: a representative of a principal at a quasi-judicial hearing, experts who present scientific or technical in formation at public meetings, representatives of a neighborhood association without compensation and representatives of a not-for-profit community based organization for the purpose of requesting a grant who seek to influence without special compensation. Individuals who wish to view or listen to the meeting in its entirety, audio and video versions of the meeting can be found on the city’s website (www.southmiamifl.gov). I. Call to Order Action: Ms. Bonich called the meeting to order at 7:00 P.M. Mr. Pepe provided the Board and public with the rules for the meeting. II. Roll Call Board Members Present Constituting a Quorum: Ms. Lisa Bonich (Chairperson), Mr. Jay Miller (Vice- Chairperson), Mr. Lee Jacobs, Mr. Subrata Basu, Mrs. Michelle Readon, and Ms. Guirla H. Dodard. Board Members Absent: Mr. Orlando Borges City Staff Present: Mr. Mark Alvarez (Interim Planning Director), Mr. Alex David (Planning Consultant, Calvin, Giordano, and Associates), and Mr. Marcus Lightfoot (Senior Planner/Zoning Administrator). City Staff Absent: None. City Attorney: Mr. Thomas Pepe, Esq. III. Administrative Matters 1. Introduction of Mark Alvarez, Interim Planning Director Ms. Bonich introduced Mr. Mark Alvarez as the Interim Planning Director to the Board. 59 2 2. Chair & Vice Chair Elections Ms. Bonich requested nominations for Chair of the Planning Board. Ms. Bonich then nominated Mr. Jay Miller as the Chair of the Planning Board. Motion: Ms. Bonich moved to elect Mr. Jay Miller as Chair of the Planning Board. The motion was seconded by Ms. Dodard. Vote: Yes 5, No 0 (None) Ms. Dodard: Yes Ms. Bonich: Yes Mr. Miller: Yes Mr. Jacobs: Yes Mrs. Readon: Yes Mr. Basu: Absent The motion to elect Mr. Jay Miller as Chair of the Planning Board was unanimously approved by the Board. Mr. Miller, assuming the position of Chair, asked if there were any issues with Ms. Bonich being the Vice-Chair of the Board. Mr. Pepe responded that it was a different office so there wouldn’t be any issues. Mr. Miller nominated Ms. Lisa Bonich as the Vice Chair of the Planning Board. Mr. Jacobs then nominated Mrs. Michelle Readon as the Vice Chair of the Planning Board. Mr. Subrata Basu joined the meeting after the vote for Chair was held. Motion: Mr. Miller moved to elect Ms. Lisa Bonich as Vice Chair of the Planning Board. The motion was seconded by Ms. Dodard. Vote: Yes 5, No 2 (Jacobs, Readon, Basu) Ms. Bonich: Yes Ms. Dodard: Yes Mr. Jacobs: No Mrs. Readon: No Mr. Basu: No Mr. Miller: Yes The motion to elect Ms. Lisa Bonich as Vice Chair of the Planning Board resulted in a tie vote. 60 3 Motion: Mr. Jacobs moved to elect Mrs. Readon as Vice Chair of the Planning Board. The motion was seconded by Ms. Dodard. Vote: Yes 5, No 2 (None) Ms. Bonich: No Ms. Dodard: No Mrs. Readon: Yes Mr. Jacobs: Yes Mr. Basu: Yes Mr. Miller: No The motion to elect Mrs. Michelle Readon as Vice Chair of the Planning Board resulted in a tie vote. Because both nominations resulted in a tie vote, Mr. Pepe informed the Board that a Vice Chair was not elected. Mr. Miller then asked if the election could be held at the next meeting, to which Mr. Pepe stated yes. Mr. Pepe also informed the Board that if the Chair is absent, the Board can elect a temporary chair for the meeting. Mr. Miller then chose to table Vice Chair elections until the next meeting. IV. Public Hearings: 1. PB-22-010 Applicant: WD Partners A Resolution pursuant to Section 20-3.4(B)(4)(a)(ii) of the City of South Miami Land Development Code approving a Special Use application to modify the site plan for an existing Convenience Restaurant located at 6290 S. Dixie Highway. Applicant: WD Partners, represented by Ms. Diana Steelquist Mr. Miller read PB‐22-010 into the record. Mr. Lightfoot presented the staff report for the item to the Board. Ms. Steelquist presented the item to the Board and explained that the drive through lane that is being proposed is not a true drive through lane. Called a C-Lane, it is a drive-up lane where patrons will order and pay for their food in an app and then come to the restaurant to pick up their food. Payments will not be taken in the lane as they will be handled in the app. There will be no menu board or speaker either. Mr. Miller asked if there are any early indications of success with the C-Lane, to which Ms. Steelquist stated yes. The lane is being implemented in other states and are successful. There are locations in Florida that already using the lane but there isn’t any information available for those stores yet. The Chairperson opened the floor to public comments on PB‐22-010. • Fenn Moun from WD Partners – In support of the project 61 4 The Chairperson closed the floor to public comments on PB‐22-010. The Chair opened the floor to Board Discussion. Mr. Basu asked staff what the traffic issues were and why they weren’t resolved prior to the meeting. Mr. Lightfoot explained what the issues from the City’s traffic engineering consultant were. Ms. Steelquist then added that they do not have any issue with the comments made and are working on putting together the methodology memo that was requested. There was no response as to why the issues weren’t resolved yet. Mr. Basu then stated that these comments should have been resolved prior to being reviewed by the Planning Board. With no further discussion, the Board made a motion on the item. Motion: Ms. Bonich moved to approve PB-22-010. The motion was seconded by Ms. Dodard. Vote: Yes 4, No 2 (Jacobs, Readon) Ms. Bonich: Yes Ms. Dodard: Yes Mr. Jacobs: No Mrs. Readon: No Mr. Basu: Yes Mr. Miller: Yes The motion to approve PB-22-010 was approved by the Board. V. Public Comments/New Business The Chairperson opened the floor for public comments and any new business. Public Comments Section There were no Public Comments. New Business Section Mr. Basu stated that the City should create an overall master plan that includes the downtown area, the previous CRA designated area and the US-1 corridor so that the City does not continue reviewing large scale development projects on a per site basis. There should be an overall vision of the area. Mr. Miller agreed with the comment and stated that he believed that Commissioner Corey was looking into that project. Ms. Bonich stated that the City now has affordable housing stock that consists of the Madison Square project and the Related project as well. She also stated that Miami-Dade County Public Schools is looking into demolishing the J.R. Lee school so that more affordable housing can be built. Ms. Bonich then stated that the City must be aware of the affordable housing that will be available. Mr. Jacobs stated that applicant can get a whole floor with the bicycle bonus with very little reward for the City. The Board then decided that the bonus needs some type of clarification. 62 5 Ms. Readon asked if the developer would hire local population to work on the construction of the project. Both Mr. Miller and Ms. Bonich stated that they did not know if the developer will hire from the community. The Chairperson closed the floor for public comments and any new business. VI. Approval of the Minutes 1. Planning Board Regular Meeting Minutes of April 12, 2022: Motion: Ms. Bonich moved to approve the meeting minutes as presented. The motion was seconded by Ms. Dodard. Vote: Yes 6, No 0 (None) Ms. Bonich: Yes Ms. Dodard: Yes Mrs. Readon: Yes Mr. Basu: Yes Mr. Jacobs: Yes Mr. Miller: Yes The motion to approve the meeting minutes was unanimously approved by the Board. VII. Future Meeting Date: August 9, 2022 VIII. Adjournment The meeting was adjourned at 8:27 P.M. 63 1 | Page Memorandum ☒ Fort Lauderdale Office ∙ 1800 Eller Drive ∙ Suite 600 ∙ Fort Lauderdale, FL 33316 ∙ 954.921.7781(p) ∙ 954.921.8807(f) ☐ Miami‐Dade Office ∙ 10800 Biscayne Boulevard ∙ Suite 950 ∙ Miami, FL 33161 ∙ 786.485.5200(p) ∙ 786.485.1520(f) Calvin, Giordano, and Associates has reviewed the submitted Traffic Study for the Subject Site dated January 2023 prepared by CPH Corp. and we are in agreement with the provided queuing study and conclusions. All traffic related comments to the site plan and study have been satisfied. Please see history of traffic review below. 1. 1st Review Comment: The provided Analysis and Study have been prepared for a California Chipotle and is dated 8/26/2019. WD Partners Response: See attached queue study methodology memo with this resubmission with an updated analysis and study from various other sites. CGA Response: Satisfied. 2. 1st Review Comment: The provided comparison summary for the queuing pick-up window is made between two different sites. One site in Ohio and the second one in California. There are no statements included in any of the provided documents that refer to the proposed pick-up window, expected sales or usage for the South Miami location. WD Partners Response: No sales data for a pick-up window is available for Florida. There are no other Chipotle stores in Florida with a pick-up lane. See attached queue study methodology memo with this resubmission with an updated analysis and study from various other sites. CGA Response: Satisfied. 3. 1st Review Comment: A methodology memo must be submitted and approved regarding the queuing analysis approach for the proposed pick-up window. At a minimum, the analysis must include a Trip Generation statement for the site showing the expected Date: February 7, 2023 To: Marcus Lightfoot, Senior Planner, Planning and Zoning Department, City of South Miami From: Diana White, PE, Director of Transportation & Mobility (Calvin Giordano & Associates) Subject: 6290 S Dixie Highway Chipotle Drive-Thru, South Miami, FL 33143 CGA No.: 203708.3 CC: Alex A. David, AICP, Director Miami-Dade Office (Calvin Giordano & Associates) 64 Calvin, Giordano & Associates, Inc. E X C E P T I O N A L S O L U T I O N S'" 2 | Page Memorandum increase in vehicle traffic due to the proposed improvements, supporting data comparing the expected sales volumes for the South Miami location in relation to other existing Chipotle pick-up windows. Due to the recent increase in the use of drive-through windows, it is recommended that the data collected should not be older than a year. WD Partners Response: See attached queue study methodology memo with this resubmission. 2nd Review Comment: Satisfied. Modify Table 1 in accordance with Appendix D. There is a small error for LUC 934 PM peak hour trips. Please move forward with the preparation of the study. WD Partners Response: See study included with this submission. CGA Response: Satisfied 4. 1st Review Comment: It appears that several parking spaces are being removed to accommodate the proposed drive-thru lane. Please confirm if the site meets the minimum required parking spaces with the proposed expansion in place. WD Partners Response: Chipotle will enter into a parking agreement with the City to pay quarterly due to the site not meeting the minimum required parking spaces by 2 parking spaces. 2nd Review Comment: After discussions with City staff, applicant may enter into an agreement to purchase parking passes for the number of parking stalls under the minimum required for the use of the site by City Code. This comment will become a condition of approval for the site plan modification. WD Partners Response: Acknowledged. CGA Response: Satisfied. 5. 1st Review Comment: Please include a “Do Not Enter” sign at the exit only driveway to the adjacent parcel. Please note that there is no shared access agreement with the adjacent parcel and that future redevelopment of the adjacent site may close this existing access. WD Partners Response: See added keynote #32 along with keynote #9 on site plan sheet A1.0. 2nd Review Comment: Partially addressed. "Do Not Enter" signs should be placed on both sides of the access driveways. Provide a Stop Bar and Stop Sign at the egress driveway adjacent to property to the north. WD Partners Response: One more “Do Not Enter” sign was added so they are on both sides of the driveway. See keynote #9 on sheet A1.0. Stop bar and stop sign at egress was also added. See keynote #33 and #34 on sheet A1.0. CGA Response: Satisfied. 6. 1st Review Comment: Please include a Stop Bar and Stop Sign at the one-way exit to Dixie Highway. 65 Calvin, Giordano & Associates, Inc. E X C E P T I O N A L S O L U T I O N S'" 3 | Page Memorandum WD Partners Response: See added keynote #33 on site plan sheet A1.0. 2nd Review Comment: Partially addressed. Please add a “Right Only” Sign below the “Stop” sign at the one-way exit to Dixie Highway. The "Do Not Enter" sign should be placed on both sides of the one-way exit the road. "Stop" and "Right Only" signs should be on the right side of the road. WD Partners Response: ‘Stop’ sign was added and ‘Right Only” sign was added to be underneath ‘stop’ sign. See keynote #34 & #35 on sheet A1.0. Also, one more “Do Not Enter” sign was added so they are on both sides of the driveway. See keynote #9 on sheet A1.0. CGA Response: Satisfied. \\eastfiles1.safebuilt.com\FTLProjects\Projects\2020\203708 South Miami General Planning Services\Engineering\Reports\Traffic\203708.3 6290 S Dixie Hwy Chipotle\3rd Submittal\Chipotle Drive-Thru - 3rd Review Comments Memo 2.1.23.docx 66 Calvin, Giordano & Associates, Inc. E X C E P T I O N A L S O L U T I O N S'" Memo Date: January 24, 2023 To: Diana White, PE (Calvin Giordano & Associates) From: Devin Barrs, PE (CPH) Re: Chipotle – Queue Analysis – 6290 S. Dixie Highway CPH Job No.: W9811 Introduction The existing Chipotle located at 6290 S. Dixie Highway, South Miami, Florida is proposing changes to their site to construct a drive thru for online order pick-up. This drive-thru will be used exclusively for online order pick-up; therefore, there is no order point, menu board, or other features typical of a fast-food restaurant with drive-thru. Current store operations require customers to park their car and retrieve online orders from inside the restaurant. The proposed site changes include removing five (5) parking spaces. The project is not proposing any expansion to the customer seating area and it does not include any changes to existing site access. At the request of the City of South Miami, a queue analysis has been prepared. Appendix A includes an illustration of the proposed site configuration. Trip Generation A rear building addition of 188 SF is proposed and will be used for online order pick-up operations. Trip generation was calculated based upon the data presented in ITE Trip Generation. The existing Chipotle aligns with ITE LUC 933, Fast Food without Drive-Thru. The proposed Chipotle with online order pick-up offered via drive-thru is not a land use that has been presented in ITE Trip Generation. LUC 934, Fast Food with Drive-Thru describes establishments that take orders within the drive-thru lane and LUC 933 does not include locations with a drive-thru. For this reason, we have provided a comparison between both LUC 933 and LUC 934. Table 1 illustrates the trip generation and detailed reports from the OTISS trip generation software are included in Appendices B-D. 5601 Mariner Street Suite 105 Tampa, FL 33609 Phone: 813.288.0233 Fax: 813.288.0433 67 www .cphcorp .com Table 1 – Trip Generation Queue Capacity The planned site improvements include providing drive thru queue stacking for 5 vehicles. The site is capable of accommodating 12 vehicles in the standing queue before spilling onto S. Dixie Highway. Data Collection This concept is relatively new for Chipotle restaurants, especially within Florida. Therefore, drive-thru queue data has been utilized that was collected in July 2022 and August 2022 at three (3) locations outside of Florida which are considered “high-volume” locations. These locations are listed below. Site location maps and data collection sheets are included in Appendix E-G.  468 East 17th Street, Costa Mesa, CA 92627  30 Salem Turnpike, Norwich, CT 06360  1291 Hill Road N., Pickerington, OH 43147 Analysis Drive-thru queue observations were collected continuously from store opening to store closing over four (4) consecutive days (Wednesday through Saturday) of a non-holiday week. Queue observations were divided into Mid-Day (10:45 AM – 4:00 PM) and PM (4:00 PM – 9:45 PM). Seasonal adjustment factors were not applied since the data was collected outside the state of Florida. Tables 2-4 summarizes queue data observations for each site. Entry Exit Total Entry Exit Total Existing 933 - Fast Food w/o Drive-Thru 3,161 square feet 712 712 1424 52 52 104 933 - Fast Food w/o Drive-Thru 3,461 square feet 755 755 1510 56 56 112 934 - Fast Food w/ Drive-Thru 3,461 square feet 783 783 1566 58 53 111 43 43 86 4 4 8 71 71 142 6 1 7 Change in Gross Trips LUC 933 vs LUC 933 Change in Gross Trips LUC 933 vs LUC 934Proposed PM Peak Hour Scenario Land Use Size Weekday 68 www .cphcorp .com Table 2 – Queue Data – Costa Mesa, CA Site Table 3 – Queue Data – Norwich, CT Site Table 4 – Queue Data – Pickerington, OH Site Time Period Average Queue 85th Percentile Queue Maximum Queue Mid-Day Weekday 2 2 6 PM Weekday 2 1 5 Mid-Day Weekend 2 2 3 PM Weekend 2 1 2 Overall 2 3 6 Time Period Average Queue 85th Percentile Queue Maximum Queue Mid-Day Weekday 2 2 3 PM Weekday 3 4 9 Mid-Day Weekend N/A N/A N/A PM Weekend 2 2 3 Overall 3 4 9 Time Period Average Queue 85th Percentile Queue Maximum Queue Mid-Day Weekday 2 3 8 PM Weekday 2 4 6 Mid-Day Weekend 2 3 7 PM Weekend 3 3 9 Overall 3 4 9 69 www .cphcorp .com Conclusions and Recommendations Based upon observations at the existing sites, the average queue was 3 vehicles, the 85th percentile queue was 4 vehicles, and the maximum queue was 9 vehicles. Proposed improvements at the Chipotle located at 6290 S. Dixie Highway include providing drive thru queue stacking for 5 vehicles and the site is capable of accommodating 12 vehicles in standing queue before spilling onto S. Dixie Highway. Therefore, the drive thru will accommodate the anticipated average queue and 85th percentile queue. The site will accommodate the anticipated maximum queue. 70 www .cphcorp .com APPENDIX A SITE PLAN 71 www .cphcorp .com 72 D C B A l ASPHALT Q- C" FfEaa10.89 S. DIXIE HWY (VARIABLE WJOT H RIGHT-OF-WAY ) ONE STORY BRICK SIDED BUI LDING FOOTPRINT= 3161 02 S.F FFE=10.89 ' ASP ASPHALT ~ .,, · ASPHALT~ \ TOP OF \ ~ELEV • ~1 \ASP l . ®l tt I @ "'-I -')~ • .,,.,~__,,__';/ id} ASPHALT ASPHALT 8PK • SP N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#0!3-4036-034-0020 O ---0 ---O ASPHALT I I DEMOLITION & EROSION CONTROL PLA N OE.MOUT ION & EROSION CONTROL PL.AN KEYNOTES· (D INSTALL SEDIMENT TUBES PRIOR TO EXPO SI NG SUBGRAOE. REFER TO C1 .0. @ CLEAN OUT SILT AND INST AU TEMPORARY INLET PROTECTION PRIOR TO EXPOS ING SUBGRAOE. REFER TOC l .0. @ SHADED AREA DENOTES PAVEMENT SHALL BE REMOVED. @ REMOVE CURB FOR PROPOSED IMPROVEMENTS. @ R EMOVE LANDSCAPING 2 7 ASPHALT S . DIXIE HWY (VARIAB LE WIDTH RIGHT -OF-WA YJ ONE STORY BRICK SIDED BUlLOlNG FOOTPRINT• 3161.02 SF FFE:10.89 10-8!TOP OFCUR8t 10.2 (PAVEMENT) NIF BERMUDA GARDENS INC DATE OF TRANSFER 03101/0968 PARCEL#O~Q.36-034-0020 / GRADING PLAN GRADING PLAN KEYNOTES· I 3 ASPHALT PHALT ~ " ",! TOP OF ELEV I I Ci) SLOPE GRADES TO DRAIN AWAY FROM THE BUILDING. @ MATCH EXISTING PAVEMENT ELEVATIONS TO PROVIDE A SMOOTH TRANSITION IMCC PAR< I - 1\ CAMBRIDGE~ARTJ LLC ; OR 19378 PF 3:lfl , PARCEL#QQ-4036-0:ts_ 3 15.6 7' (R) 3 15 . 77' (M) N/F SOUTH MIAMI PLAZA L TO OR 17238 PF 3933 PARCE~036-011-0610 "' & 8 ~ m ~ ll! ~ @ ~ 4 .., ~ ~ ASPHAL ASPHALT -0 S . DIX IE HWY (VARIABLE WIDTH RIGHT-OF-WAY) ONE STORY BRICK SIDED BUILDING FOOTPRINT:-3161.02 S.F FFE:=10.89 N/F BERMUDA GARDENS INC DATE OF TRANSFER ® ASP \ 5 NIF MCO SOUTH MIAMI 634 INC I OR 16775 PF .i63 PAACEl#09-4036-035-0010 I ., \ It: ~ 0: m ~ '~ ~ 1\ t -O ~ G ---\--I • ASPHALT \ I s --- WOODFEJ\ICE6" 03/01/0968 / PARCEU09-403G~34-0020 NIF CAMBRIDGE APART EN LLC SI T E PLAN SITE PLAN KEYNOTES: G) PAINT WHITE DIRECTIONAL ARROW. REFER TO C1 .0. @ PAINT WHITE •MOBILE ORDER. PICKUP" . REFE.R TO C1 .0 @ PAINT WHITE STRIPES 2' OC @45•. REFER TO C1 .0 . / @) INSTALL MOBILE ORDER PICKUP SIGN. REF ER TO SIGN PACKAGE ANO DETAIL ON Ci.O @ INSTALL CLEARANCE BAR. REFER TO SIGN PACKAGE. @ INSTALL BOLLARD. REF ER TO Cl .0 (Z) PROPOSED COOLER ADDIT ION . REFER TO ARCHITECTURAL @ INSTALL PICKUP SIGNS. REFER TO SIGN PACKAGE. @ IN STALL DO NOT ENTER SIGN. REFER TO C1.0 SITE NOTES FOR FURTHER INFORMATION I OR 19378 PF 32',2 PARCELtt09-403&-0~0040 '"'-,....,_ ,.,,_ ""-?--,,, <" ® CONSTRUCT CONCRET E CURB TO MATCH EXISTING. (j) CONSTRUCT CONCRETE SIDEWALK. REFER TO C1 .0. ~ 63) SHADING DENOTES ASPHALT PAVEMENT TO MATCH EXISTING. @ LANDSCAPE DISTURBED AREAS TO MATCH EXISTI NG THAT ARE NOT STABI LI ZED WITH PAVEMENT. COORDINATE W ITI-J THE OWNER FOR PLANT SELECTION. @ CONSTRUCT CONCRETE PAVEMENT. REFE R TO C 1.0 NOTE: CONTRACTOR TO PRlCE AS AN ALTERNATE TO CLEAN PARKING LOT, REPAIR CRACKS. SEAL COAT AND RE-STRIPE PARKING LOT 2')' 0 10' .,, 40' "' L.r.-.-I I I SCALE : 1 INC H= 20 FT BRITT , ASSOCIA T E S --•N C -- c onsulllng eng 1n e ers 10 1 Fa ll s Pa r k Drive Suite 601 G reenvi ll e, SC 2960 1 (864) 271 -8869 www.b r ittpeters.com \\11 111 / ,, {~:r r cldl"'""-c:.:;,\ ~•\ * J•Z -:;,~••. STATEOF /l?::;;, ~ o~•• •• ~QR\Ct-.•·~x, '° .... ,.,.. ~ss··········~~ ,,' //11 ,:?,~~~ \~,,,,, 6/09122 CHIPOTLE STORE #1058 6290 S D IX I E H WY M IAM I, F L 331 43 """"""' ,..,,,.,, ProjedMaBBgef: P rujadEngir.&r. Drawn By: Shool.Tlle· ISSUE FOf! PERMIT ADO CURB @ OUTS/DE EOOE Of DT lANE J,C TAH SITE PLAN ShaelNurrbar: Pro;&aNunmer: 220196 C2.0 -°"~ 03/29/2022 APPENDIX B OTISS TRIP GENERATION EXISTING CONDITIONS 73 www .cphcorp .com CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Scenario - 4 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 712 712 450.49 50%50% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 50 50 Entry Exit Entry Exit Entry Exit 712 712 0 0 712 712 Entry Exit Total 0 0 0 0 0 0 100%100%- 1.00 1.00 - 0 0 0 712 712 1424 0%0%0% Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture INTERNAL VEHICLE TRIPS AND CAPTURE: 933 - Fast-Food Restaurant without Drive-Through Window Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 933 - Fast-Food Restaurant without Drive-Through Window Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 933 - Fast-Food Restaurant without Drive-Through Window Resturant Total Baseline Site Person Trips 933 - Fast-Food Restaurant without Drive-Through Window 1424 0 1424 933 - Fast-Food Restaurant without Drive-Through Window ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Person Trips by Vehicle Person Trips by Other Modes Weekday 1424 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 933 - Fast-Food Restaurant without Drive- Data Source: Trip Generation Manual 11.1 Ed General Urban/Suburban 1000 Sq. Ft. GFA 3.16 Weekday - Existing 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 1 74 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Entry Exit Entry (%)Exit (%)Entry Exit 712 712 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 712 712 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 712 712 0.00%0.00%0 0 Entry Exit Total 712 712 1424 Entry Exit Total 712 712 1424 0 0 0 712 712 1424 0%0%0% 0 0 0 0 0 0 0 0 0 712 712 1424 Internal Vehicle Trip Capture Pass-by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips RESULTS Site Totals Vehicle Trips Before Reduction Internal Vehicle Trips External Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window NEW VEHICLE TRIPS Land Use New Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window 933 - Fast-Food Restaurant without Drive-Through Window EXTRA VEHICLE TRIP REDUCTION Land Use (External - (Pass-by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip %Pass-by Vehicle Trips Generated By OTISS Pro v2.1 2 75 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Scenario - 1 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 52 52 33.21 50%50% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 50 50 Entry Exit Entry Exit Entry Exit 52 52 0 0 52 52 Entry Exit Total 0 0 0 0 0 0 100%100%- 1.00 1.00 - 0 0 0 52 52 104 0%0%0% Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture INTERNAL VEHICLE TRIPS AND CAPTURE: 933 - Fast-Food Restaurant without Drive-Through Window Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 933 - Fast-Food Restaurant without Drive-Through Window Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 933 - Fast-Food Restaurant without Drive-Through Window Resturant Total Baseline Site Person Trips 933 - Fast-Food Restaurant without Drive-Through Window 104 0 104 933 - Fast-Food Restaurant without Drive-Through Window ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Person Trips by Vehicle Person Trips by Other Modes Weekday, Peak Hour of Adjacent Street Traffic, 104 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 933 - Fast-Food Restaurant without Drive- Data Source: Trip Generation Manual 11.1 Ed General Urban/Suburban 1000 Sq. Ft. GFA 3.16 PM Peak - Existing 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 3 76 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Entry Exit Entry (%)Exit (%)Entry Exit 52 52 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 52 52 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 52 52 0.00%0.00%0 0 Entry Exit Total 52 52 104 Entry Exit Total 52 52 104 0 0 0 52 52 104 0%0%0% 0 0 0 0 0 0 0 0 0 52 52 104 Internal Vehicle Trip Capture Pass-by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips RESULTS Site Totals Vehicle Trips Before Reduction Internal Vehicle Trips External Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window NEW VEHICLE TRIPS Land Use New Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window 933 - Fast-Food Restaurant without Drive-Through Window EXTRA VEHICLE TRIP REDUCTION Land Use (External - (Pass-by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip %Pass-by Vehicle Trips Generated By OTISS Pro v2.1 4 77 APPENDIX C OTISS TRIP GENERATION PROPOSED CONDITIONS USING LUC 933 78 www .cphcorp .com CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Scenario - 5 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 755 755 450.49 50%50% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 50 50 Entry Exit Entry Exit Entry Exit 755 755 0 0 755 755 Entry Exit Total 0 0 0 0 0 0 100%100%- 1.00 1.00 - 0 0 0 755 755 1510 0%0%0% Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture INTERNAL VEHICLE TRIPS AND CAPTURE: 933 - Fast-Food Restaurant without Drive-Through Window Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 933 - Fast-Food Restaurant without Drive-Through Window Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 933 - Fast-Food Restaurant without Drive-Through Window Resturant Total Baseline Site Person Trips 933 - Fast-Food Restaurant without Drive-Through Window 1510 0 1510 933 - Fast-Food Restaurant without Drive-Through Window ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Person Trips by Vehicle Person Trips by Other Modes Weekday 1510 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 933 - Fast-Food Restaurant without Drive- Data Source: Trip Generation Manual 11.1 Ed General Urban/Suburban 1000 Sq. Ft. GFA 3.35 Weekday - Proposed 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 5 79 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Entry Exit Entry (%)Exit (%)Entry Exit 755 755 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 755 755 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 755 755 0.00%0.00%0 0 Entry Exit Total 755 755 1510 Entry Exit Total 755 755 1510 0 0 0 755 755 1510 0%0%0% 0 0 0 0 0 0 0 0 0 755 755 1510 Internal Vehicle Trip Capture Pass-by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips RESULTS Site Totals Vehicle Trips Before Reduction Internal Vehicle Trips External Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window NEW VEHICLE TRIPS Land Use New Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window 933 - Fast-Food Restaurant without Drive-Through Window EXTRA VEHICLE TRIP REDUCTION Land Use (External - (Pass-by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip %Pass-by Vehicle Trips Generated By OTISS Pro v2.1 6 80 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Scenario - 2 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 56 56 33.21 50%50% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 50 50 Entry Exit Entry Exit Entry Exit 56 56 0 0 56 56 Entry Exit Total 0 0 0 0 0 0 100%100%- 1.00 1.00 - 0 0 0 56 56 112 0%0%0% Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture INTERNAL VEHICLE TRIPS AND CAPTURE: 933 - Fast-Food Restaurant without Drive-Through Window Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 933 - Fast-Food Restaurant without Drive-Through Window Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 933 - Fast-Food Restaurant without Drive-Through Window Resturant Total Baseline Site Person Trips 933 - Fast-Food Restaurant without Drive-Through Window 112 0 112 933 - Fast-Food Restaurant without Drive-Through Window ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Person Trips by Vehicle Person Trips by Other Modes Weekday, Peak Hour of Adjacent Street Traffic, 112 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 933 - Fast-Food Restaurant without Drive- Data Source: Trip Generation Manual 11.1 Ed General Urban/Suburban 1000 Sq. Ft. GFA 3.35 PM Peak - Proposed 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 7 81 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Entry Exit Entry (%)Exit (%)Entry Exit 56 56 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 56 56 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 56 56 0.00%0.00%0 0 Entry Exit Total 56 56 112 Entry Exit Total 56 56 112 0 0 0 56 56 112 0%0%0% 0 0 0 0 0 0 0 0 0 56 56 112 Internal Vehicle Trip Capture Pass-by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips RESULTS Site Totals Vehicle Trips Before Reduction Internal Vehicle Trips External Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window NEW VEHICLE TRIPS Land Use New Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window 933 - Fast-Food Restaurant without Drive-Through Window EXTRA VEHICLE TRIP REDUCTION Land Use (External - (Pass-by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 933 - Fast-Food Restaurant without Drive-Through Window DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip %Pass-by Vehicle Trips Generated By OTISS Pro v2.1 8 82 APPENDIX D OTISS TRIP GENERATION PROPOSED CONDITIONS USING LUC 934 83 www .cphcorp .com CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Scenario - 6 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 783 783 467.48 50%50% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 50 50 Entry Exit Entry Exit Entry Exit 783 783 0 0 783 783 Entry Exit Total 0 0 0 0 0 0 100%100%- 1.00 1.00 - 0 0 0 783 783 1566 0%0%0% Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture INTERNAL VEHICLE TRIPS AND CAPTURE: 934 - Fast-Food Restaurant with Drive-Through Window Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 934 - Fast-Food Restaurant with Drive-Through Window Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 934 - Fast-Food Restaurant with Drive-Through Window Resturant Total Baseline Site Person Trips 934 - Fast-Food Restaurant with Drive-Through Window 1566 0 1566 934 - Fast-Food Restaurant with Drive-Through Window ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Person Trips by Vehicle Person Trips by Other Modes Weekday 1566 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 934 - Fast-Food Restaurant with Drive-Through Data Source: Trip Generation Manual 11.1 Ed General Urban/Suburban 1000 Sq. Ft. GFA 3.35 Weekday - Proposed - LUC 934 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 9 84 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Entry Exit Entry (%)Exit (%)Entry Exit 783 783 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 783 783 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 783 783 0.00%0.00%0 0 Entry Exit Total 783 783 1566 Entry Exit Total 783 783 1566 0 0 0 783 783 1566 0%0%0% 0 0 0 0 0 0 0 0 0 783 783 1566 Internal Vehicle Trip Capture Pass-by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips RESULTS Site Totals Vehicle Trips Before Reduction Internal Vehicle Trips External Vehicle Trips 934 - Fast-Food Restaurant with Drive-Through Window NEW VEHICLE TRIPS Land Use New Vehicle Trips 934 - Fast-Food Restaurant with Drive-Through Window 934 - Fast-Food Restaurant with Drive-Through Window EXTRA VEHICLE TRIP REDUCTION Land Use (External - (Pass-by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 934 - Fast-Food Restaurant with Drive-Through Window DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip %Pass-by Vehicle Trips Generated By OTISS Pro v2.1 10 85 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Scenario - 3 Scenario Name:User Group: Dev. phase:No. of Years to Project Traffic : Analyst Note: Warning: Method Entry Exit Rate/Equation Split%Split% Average 58 53 33.03 52%48% Entry (%)Exit (%)Entry Exit Entry (%)Exit (%) 100 100 1 1 52 48 Entry Exit Entry Exit Entry Exit 58 53 0 0 58 53 Entry Exit Total 0 0 0 0 0 0 100%100%- 1.00 1.00 - 0 0 0 58 53 111 0%0%0% Total Vehicle Internal Trips Total External Vehicle Trips Internal Vehicle Trip Capture INTERNAL VEHICLE TRIPS AND CAPTURE: 934 - Fast-Food Restaurant with Drive-Through Window Total Internal Person Trips Vehicle Mode Share Vehicle Occupancy BALANCED PERSON TRIPS: INTERNAL PERSON TRIPS: 934 - Fast-Food Restaurant with Drive-Through Window Internal Person Trips From Total Internal Person Trips INTERNAL VEHICLE TRIP REDUCTION LAND USE GROUP ASSIGNMENT: Land Use Land Use Group 934 - Fast-Food Restaurant with Drive-Through Window Resturant Total Baseline Site Person Trips 934 - Fast-Food Restaurant with Drive-Through Window 111 0 111 934 - Fast-Food Restaurant with Drive-Through Window ESTIMATED BASELINE SITE PERSON TRIPS: Land Use Person Trips by Vehicle Person Trips by Other Modes Weekday, Peak Hour of Adjacent Street Traffic, 111 VEHICLE TO PERSON TRIP CONVERSION BASELINE SITE VEHICLE CHARACTERISTICS: Land Use Baseline Site Vehicle Mode Share Baseline Site Vehicle Occupancy Baseline Site Vehicle Directional Split 934 - Fast-Food Restaurant with Drive-Through Data Source: Trip Generation Manual 11.1 Ed General Urban/Suburban 1000 Sq. Ft. GFA 3.35 PM Peak - Proposed - LUC 934 1 0 Land Use & Data Source Location IV Size Time Period VEHICLE TRIPS BEFORE REDUCTION Total Generated By OTISS Pro v2.1 11 86 CPH, Inc.Chipotle South Miami 12/28/2022 12:38 PM Entry Exit Entry (%)Exit (%)Entry Exit 58 53 49.90%49.90%29 26 Entry Exit Entry (%)Exit (%)Entry Exit 58 53 0.00%0.00%0 0 Entry Exit Entry (%)Exit (%)Entry Exit 29 27 0.00%0.00%0 0 Entry Exit Total 29 27 56 Entry Exit Total 58 53 111 0 0 0 58 53 111 0%0%0% 29 26 55 0 0 0 0 0 0 29 27 56 Internal Vehicle Trip Capture Pass-by Vehicle Trips Diverted Vehicle Trips Extra Reduced Vehicle Trips New Vehicle Trips RESULTS Site Totals Vehicle Trips Before Reduction Internal Vehicle Trips External Vehicle Trips 934 - Fast-Food Restaurant with Drive-Through Window NEW VEHICLE TRIPS Land Use New Vehicle Trips 934 - Fast-Food Restaurant with Drive-Through Window 934 - Fast-Food Restaurant with Drive-Through Window EXTRA VEHICLE TRIP REDUCTION Land Use (External - (Pass-by + Diverted)) Vehicle Trips Extra Vehicle Trip Reduction %Extra Reduced Vehicle Trips 934 - Fast-Food Restaurant with Drive-Through Window DIVERTED VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Diverted Vehicle Trip %Diverted Vehicle Trips PASS-BY VEHICLE TRIP REDUCTION Land Use External Vehicle Trips Pass-by Vehicle Trip %Pass-by Vehicle Trips Generated By OTISS Pro v2.1 12 87 APPENDIX E DATA COLLECTION 468 East 17th Street, Costa Mesa, CA 92627 88 www .cphcorp .com 89 90 Restaurant Location : 468 East 17th Street, Costa Mesa, CA 92627 Data Collection Date: Wednesday, J uly 13, 2022 Time Entering Number of Time Arriving Time Exiting Time In Q ueue Pick-Up La ne Vehicles in Queue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 10:55:40 AM 1 10:55 :40AM 10:56:18 AM 0:00:00 0:00:38 0:00:38 Vehicle 2 10:58:4 1 AM 1 10:58 :41 AM 10:59:23 AM 0:00:00 0:00:42 0:00:42 Veh icle 3 11:00:35 AM 1 11:00:35 AM 11:0 0 :5 9 AM 0:00:00 0 :00 :24 0:00:24 Veh icle 4 11:03 :55 AM 1 11:03:55 AM 11:04:09 AM 0:00:00 0:00:14 0:00 :14 Veh icle 5 11:04:19 AM 1 11:04 :19 AM 11:04:41 AM 0:00:00 0 :00 :2 2 0:00:22 Veh icle 6 11:08:16 AM 1 11:08:16 AM 11:09:54 AM 0:00:00 0:01:38 0:01:38 Veh icle 7 11:23:29 AM 1 11:23:29 AM 11:24:17 AM 0:00:00 0:00:48 0:00:48 Veh icle 8 11:24:22 AM 1 11:24:22 AM 11:24:46 AM 0:00:00 0 :00:24 0:00:24 Veh icle 9 11:31:19 AM 1 11:3 1 :19 AM 11:3 1 :43 AM 0:00:00 0:00:24 0 :00:2 4 Veh icle 10 11 :39 :49 AM 1 11:39:49 AM 11:40:19 AM 0:00:00 0 :00 :30 0:00:30 Veh icle 11 11 :40:46 AM 1 11:40:46AM 11:41:13 AM 0:00:00 0:00:27 0 :00:2 7 Veh icle 12 11:45:56 AM 1 11:45:56 AM 11:46:23 AM 0:00:00 0:00:27 0:00:27 Veh icle 13 11:50:07 AM 1 11:50:07 AM 11:52:26 AM 0:00:00 0:02:19 0:02:19 Vehicle 14 11:50:15 AM 2 11:52:35 AM 11:53:52 AM 0:02 :20 0 :0 1:17 0:03:37 Veh icle 15 11:50:56 AM 3 11:54:00AM 11:54:25 AM 0:03 :04 0:00:25 0 :03:2 9 Veh icle 16 11:52 :44 AM 3 11:54:34 AM 11:56:21 AM 0:01 :50 0:0 1:47 0:03:37 Veh icle 17 11 :56:11 AM 2 11:56:30 AM 11:58 :2 0 AM 0:00:19 0:01:50 0:02:09 Vehicle 18 12 :03 :57 PM 1 12:03 :57 PM 12 :04:29 PM 0:00:00 0:00:32 0:00:32 Veh icle 19 12:09:45 PM 1 12 :09:45 PM 12:10:31 PM 0:00:00 0 :00:46 0:00:46 Veh icle 20 12:10:22 PM 1 12:10:22 PM 12 :11:36 PM 0:00:00 0:01:14 0:01:14 Veh icle 21 12:27 :49 PM 1 12 :27 :49 PM 12:28:23 PM 0:00:00 0:00:34 0:00:34 Vehicle 22 12:30:32 PM 1 12 :30:32 PM 12 :3 1:28 PM 0:00:00 0:00:56 0:00:56 Veh icle 23 12:31:18 PM 2 12 :31:35 PM 12 :36:18 PM 0:00:1 7 0:04 :43 0:05:00 Veh icle 24 12:31 :56 PM 3 12 :36:24 PM 12 :37:33 PM 0:04 :28 0:01:09 0:05 :37 Veh icle 25 12:33:32 PM 3 12 :37 :39 PM 12:38:17 PM 0:04 :07 0:00:38 0:04:45 Vehicle 26 12:34 :29 PM 4 12:38:25 PM 12 :38:37 PM 0:03:56 0 :00:12 0:04:08 Veh icle 27 12:34:34 PM 5 12 :38:43 PM 12:39:25 PM 0:04 :09 0 :00:42 0:04:5 1 Veh icle 28 12:37 :55 PM 4 12:39:31 PM 12 :40:01 PM 0:01 :36 0:00:30 0:02:06 Veh icle 29 12:38:01 PM 5 12 :40:09 PM 12 :40:47 PM 0:02 :08 0:00:38 0:02:46 Veh icle 30 12:40:03 PM 2 12 :40:54 PM 12 :4 1:28 PM 0:00:51 0:00:34 0:0 1:25 Veh icle 31 12 :41 :54 PM 1 12 :41 :54 PM 12:42:22 PM 0:00:00 0 :00:28 0:00:28 Veh icle 32 12:42 :47 PM 1 12:42:47 PM 12 :43:47 PM 0:00:00 0:01:00 0 :01:00 Veh icle 33 12:43:35 PM 2 12 :43 :53 PM 12 :44:17 PM 0:00:18 0:00:24 0:00:42 Vehicle 34 12:46:52 PM 1 12 :46 :52 PM 12 :47:41 PM 0:00:00 0:00:49 0:00:49 Veh icle 35 12:49:01 PM 1 12 :49:01 PM 12:49:29 PM 0:00:00 0:00:28 0:00:28 Veh icle 36 12:49:06 PM 2 12:49:43 PM 12 :50:17 PM 0:00:37 0:00:34 0:01:11 Veh icle 37 12:49:07 PM 3 12 :50 :26 PM 12:50:50 PM 0:01 :19 0:00:24 0:0 1:43 Veh icle 38 12:54 :45 PM 1 12 :54:45 PM 12 :55:28 PM 0:00:00 0:00:43 0:00:43 Veh icle 39 12:56:02 PM 1 12 :56:02 PM 12:57:02 PM 0:00:00 0:01:00 0:01 :00 Veh icle 40 12:59 :21 PM 1 12:59:21 PM 12 :59:40 PM 0:00:00 0:00:19 0:00:19 Veh icle 41 12:59:59 PM 1 12 :59:59 PM 1:0 2:00 PM 0:00:00 0:02:01 0:02:0 1 Vehicle 42 1:01 :33 PM 2 1:02:05 PM 1:02:21 PM 0:00:32 0:00:16 0:00:48 Veh icle 43 1:01 :44 PM 3 1:02:28 PM 1:03:00 PM 0:00:44 0:00:32 0:01:16 Vehicle 44 1:11 :32 PM 1 1:11:32 PM 1:11:58 PM 0:00:00 0:00:26 0:00:26 Veh icle 45 1:12 :13 PM 1 1:12:13 PM 1:13:03 PM 0:00:00 0:00:5 0 0:00:50 Veh icle 46 1:16:52 PM 1 1:16:52 PM 1:17:37 PM 0:00:00 0:00:45 0:00:45 Veh icle 47 1 :18:20 PM 1 1:18:20 PM 1:18:34 PM 0:00:00 0:00:14 0:00:14 Veh icle 48 1:21 :55 PM 1 1:2 1:55 PM 1:23:47 PM 0:00:00 0 :0 1:52 0:01:52 Vehicle 49 1 :23:19 PM 2 1:23 :53 PM 1:25:04 PM 0:00:34 0:0 1:11 0:01:45 Vehicle SO 1:25 :48 PM 1 1:25:48 PM 1:26:15 PM 0:00 :00 0:00:27 0:00:27 Veh icle 51 1 :3 0 :23 PM 1 1:30:23 PM 1:3 1:39 PM 0:00:00 0:01:16 0:01:16 Veh icle 52 1:33 :53 PM 1 1:33 :53 PM 1:34:23 PM 0:00:00 0:00 :30 0:00:30 Veh icle 53 1:41 :55 PM 1 1:41 :55 PM 1:42:20 PM 0:00:00 0:00:25 0:00:25 Veh icle 54 1:46:19 PM 1 1:46:19 PM 1:47:08 PM 0:00:00 0:00:49 0:00:49 Veh icle 55 1:54:04 PM 1 1:54:04 PM 1:54 :3 1 PM 0:00 :00 0:00:27 0:00:2 7 Veh icle 56 1:59:23 PM 1 1:59:23 PM 1:59:39 PM 0:00:00 0:00:16 0:00:16 Veh icle 57 2:06 :48 PM 1 2:06:48 PM 2:07 :36 PM 0:00:00 0:00:48 0:00:48 Vehicle 58 2:12:56 PM 1 2:12:56 PM 2:13:19 PM 0:00:00 0 :00:23 0:00:23 Ve hicle 59 2 :14:28 PM 1 2:14:28 PM 2:14:39 PM 0:00:00 0 :00:11 0:00:11 Veh icle 60 2:33:14 PM 1 2:33:14 PM 2:33:48 PM 0:00:00 0:00:34 0:00:34 Veh icle 61 2:33:23 PM 2 2:33:56 PM 2:34:21 PM 0:00:33 0:00:25 0 :00 :58 Veh icle 62 2:34:29 PM 1 2:34:29 PM 2:34:54 PM 0:00:00 0:00:25 0:00:25 Veh icle 63 2:39:50 PM 1 2:39:50 PM 2:39:59 PM 0:00:00 0 :00:09 0 :00:09 Veh icle 64 2:49:19 PM 1 2:49:19 PM 2:50:18 PM 0:00:00 0 :0 0:59 0:00:59 Veh icle 65 2:49:58 PM 2 2:50:22 PM 2:52:27 PM 0:00 :24 0:02:05 0:02:2 9 Vehicle 66 2:53:03 PM 1 2:53:03 PM 2:53:26 PM 0:00:00 0:00:23 0:00:23 Veh icle 67 3:02 :59 PM 1 3:02 :59 PM 3:03 :27 PM 0:00:00 0:00:28 0:00:28 Veh icle 68 3:10:55 PM 1 3:10:55 PM 3:11:33 PM 0:00:00 0:00:38 0:00:38 Veh icle 69 3:21 :15 PM 1 3:21:15 PM 3:21:29 PM 0:00:00 0:00:14 0:00 :14 Veh icle 70 3:36:02 PM 1 3:36:02 PM 3:39:26 PM 0:00:00 0 :03:24 0:03:24 Veh icle 71 4:00 :04 PM 1 4:00:04 PM 4:00:37 PM 0:00:00 0:00:33 0 :00:33 91 Vehicle 72 4:09:31 PM 1 4:09:31 PM 4:09:56 PM 0 :00:00 0:00:25 0:00:25 Ve hi cle 73 4:26:28 PM 1 4:26:28 PM 4:26 :52 PM 0 :00:00 0:00:24 0:00:24 Ve hi cle 74 4 :32:09 PM 1 4:32:09 PM 4:32:35 PM 0 :00:00 0 :00:26 0:00:26 Veh icle 75 4:41 :53 PM 1 4:41:53 PM 4:42:18 PM 0 :00:00 0:00:25 0:00:25 Ve hi cle 76 4:57:26 PM 1 4:57:26 PM 4:57:4 6 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 77 5:05:03 PM 1 5:05:03 PM 5:06:14 PM 0 :00:00 0:01:11 0:01:11 Ve hi cle 78 5:05 :07 PM 2 5 :06:22 PM 5:06:37 PM 0 :01 :15 0 :00:15 0:01:30 Veh icle 79 5:14:05 PM 1 5:14:05 PM 5:14:24 PM 0 :00:00 0:00:19 0:00:19 Veh icle 80 5:21 :38 PM 1 5:21:38 PM 5:21:58 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 8 1 5:24:29 PM 1 5:24:29 PM 5:24:53 PM 0 :00:00 0:00:24 0:00:24 Vehicle 82 5:42:14 PM 1 5 :42:14 PM 5:42:30 PM 0 :00:00 0:00:16 0:00:16 Veh icle 83 5:43:21 PM 1 5 :43:21 PM 5:43:31 PM 0 :00:00 0:00:10 0:00:10 Veh icle 84 5:53 :22 PM 1 5 :53:22 PM 5:54:50 PM 0 :00:00 0:01:28 0:01:28 Ve hi cle 85 5:59:44 PM 1 5 :59:44 PM 6:00:43 PM 0 :00:00 0:00:59 0:00:59 Ve hi cle 86 5:59 :51 PM 2 6 :00:51 PM 6:01:00 PM 0 :01 :00 0:00:09 0:01:09 Veh icle 87 6:00:31 PM 3 6 :01:09 PM 6:0 1 :22 PM 0 :00:38 0:00:13 0:00:5 1 Vehicle 88 6:00:31 PM 4 6 :01:30 PM 6:01:39 PM 0 :00:59 0:00:09 0:01:08 Ve hi cle 89 6:00:38 PM 5 6 :01 :47 PM 6:0 1 :58 PM 0 :01 :09 0:00:11 0:01 :20 Ve hi cle 90 6:06:48 PM 1 6:06:48 PM 6:07:06 PM 0 :00:00 0:00:18 0:00:18 Ve hi cle 9 1 6:08:07 PM 1 6:08:07 PM 6:09:39 PM 0 :00:00 0:01:32 0:0 1:32 Ve hi cle 92 6:16:59 PM 1 6:16:59 PM 6:17:19 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 93 6:18:55 PM 1 6 :18:55 PM 6:19:10 PM 0 :00:00 0:00:15 0:00:15 Ve hi cle 94 6:21 :48 PM 1 6:21:48 PM 6:22:12 PM 0 :00:00 0:00:24 0:00:24 Ve hi cle 95 6:23:29 PM 1 6 :23:29 PM 6:23:49 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 96 6:31:06 PM 1 6 :31:06 PM 6:3 1 :19 PM 0 :00:00 0:00:13 0:00:13 Ve hi cle 97 6:32:40 PM 1 6 :32:40 PM 6:33:50 PM 0 :00:00 0:01:10 0:01:10 Vehicle 98 6:38:43 PM 1 6 :38:43 PM 6:38:52 PM 0 :00:00 0:00:09 0:00:09 Ve hi cle 99 6:43:27 PM 1 6:43:27 PM 6:43:46 PM 0 :00:00 0:00:19 0:00:19 Ve hi cle 100 6:46:18 PM 1 6:46:18 PM 6:46:27 PM 0 :00:00 0:00:09 0:00:09 Ve hi cle 101 6:50:13 PM 1 6:50:13 PM 6:50:27 PM 0 :00:00 0:00:14 0:00:14 Ve hi cle 102 6:53:15 PM 1 6 :53:15 PM 6:5 3:44 PM 0 :00:00 0:00:29 0:00:29 Ve hi cle 103 6:56:56 PM 1 6 :56:56 PM 6:57:25 PM 0 :00:00 0:00:29 0:00:29 Ve hicle 104 6:59:06 PM 1 6 :59:06 PM 6:59:44 PM 0 :00:00 0 :00:38 0:00:38 Ve hi cle 105 7:00:22 PM 1 7 :00:22 PM 7:00:47 PM 0 :00:00 0:00:25 0:00:25 Ve hi cle 106 7:01 :20 PM 1 7 :01:20 PM 7:01:32 PM 0 :00:00 0:00:12 0:00:12 Ve hi cle 107 7:01 :40 PM 1 7 :01:40 PM 7:0 1 :55 PM 0 :00:00 0:00:15 0:00:15 Ve hi cle 108 7:02:35 PM 1 7:02:35 PM 7:02:55 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 10 9 7 :1 0:59 PM 1 7 :10:59 PM 7:11:17 PM 0 :00:00 0:00:18 0:00:18 Ve hi cle 110 7:14:5 1 PM 1 7:14 :51 PM 7:15:16 PM 0 :00:00 0:00:25 0:00:25 Ve hi cle 111 7 :24:36 PM 1 7 :24:36 PM 7:25:59 PM 0 :00:00 0:01:23 0:01:23 Ve hicle 112 7:25 :12 PM 1 7 :25:12 PM 7:25:39 PM 0 :00:00 0:00:27 0:00:27 Ve hi cle 113 7 :25:57 PM 1 7 :25:57 PM 7:26:31 PM 0 :00:00 0:00:34 0:00:34 Vehicle 114 7:28:04 PM 1 7 :28:04 PM 7:28:17 PM 0 :00:00 0:00:13 0:00:13 Ve hicle 115 7:29:12 PM 1 7 :29:12 PM 7:29:41 PM 0 :00:00 0:00:29 0:00:29 Ve hi cle 116 7:30:00 PM 1 7 :30:00 PM 7:30:26 PM 0 :00:00 0:00:26 0:00:26 Ve hi cle 117 7 :31:26 PM 1 7 :3 1:26 PM 7:3 1 :36 PM 0 :00:00 0:00:10 0:00:10 Ve hi cle 118 7:31:45 PM 1 7:31:45 PM 7:31:53 PM 0 :00:00 0:00:08 0:00:08 Ve hi cle 119 7:32 :28 PM 1 7 :32:28 PM 7 :32:48 PM 0 :00:00 0:00:20 0:00:2 0 Ve hicle 120 7:42:36 PM 1 7 :42:36 PM 7:42:56 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 121 7 :45 :02 PM 1 7 :45:02 PM 7:45 :17 PM 0 :00:00 0 :00:15 0:00:15 Vehicle 122 7:51 :16 PM 1 7 :51:16 PM 7:51:37 PM 0 :00:00 0:00:21 0:00:21 Vehicle 123 7 :53:58 PM 1 7 :53 :58 PM 7:57:24 PM 0 :00:00 0:03:26 0:03:26 Ve hi cle 124 7:58:24 PM 1 7 :58:24 PM 7:58:55 PM 0 :00:00 0:00:31 0:00:31 Ve hi cle 125 8:16:24 PM 1 8:16 :24 PM 8:16:37 PM 0 :00:00 0:00:13 0:00:13 Ve hi cle 126 8 :18:44 PM 1 8:18:44 PM 8:19:03 PM 0 :00:00 0:00:19 0:00:19 Ve hi cle 127 8 :23 :00 PM 1 8 :23 :00 PM 8:23:13 PM 0 :00:00 0:00:13 0:00:13 Ve hicle 128 8:23:30 PM 1 8:23:30 PM 8:23:53 PM 0 :00:00 0:00:23 0:00:23 Ve hi cle 129 8 :28:3 2 PM 1 8 :28 :32 PM 8:28:47 PM 0 :00:00 0 :00:15 0:00:15 Vehicle 130 8:28:37 PM 2 8:28:55 PM 8:29:46 PM 0 :00:18 0:00:5 1 0:01:09 Ve hicle 131 8:37:42 PM 1 8 :37:42 PM 8:38:03 PM 0 :00:00 0:00:2 1 0:00:21 Ve hicle 132 8:38:17 PM 1 8 :38:17 PM 8:39:06 PM 0 :00:00 0:00:49 0:00:49 Ve hi cle 133 8:41:56 PM 1 8 :41:56 PM 8:42:19 PM 0 :00 :00 0 :00:23 0:00:23 Ve hi cle 134 8:47:46 PM 1 8:47:46 PM 8:48:04 PM 0 :00:00 0:00:18 0:00:18 Ve hi cle 135 8:51:02 PM 1 8:51:02 PM 8:54:13 PM 0 :00:00 0:03:11 0:03:11 Ve hicle 136 9:25:07 PM 1 9:25:07 PM 9:25:16 PM 0 :00:00 0:00:09 0:00:09 92 Restaurant Location : 468 East 17th Street, Costa Mesa, CA 92627 Data Collection Date: Thursday, July 14, 2022 Time Entering Number of Time Arriving Time Exiting Time In Q ueue Pick-Up La ne Vehicles in Queue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 11:12:38 AM 1 11:12:38 AM 11:12 :58AM 0:00:00 0:00 :20 0:00:20 Vehicle 2 11:37:17 AM 1 11:37:17 AM 11:37:44 AM 0:00:00 0:00:27 0:00:27 Veh icle 3 11:38:11 AM 1 11:38 :11 AM 11:39:17 AM 0:00:00 0:0 1 :06 0 :01 :06 Veh icle 4 11 :47:37 AM 1 11:47:37 AM 11:48:35 AM 0:00:00 0:00:58 0 :00:58 Veh icle 5 11:54 :43 AM 1 11:54:43 AM 11:56:0 2 AM 0:00:00 0 :0 1 :19 0:01:19 Veh icle 6 11:55 :36 AM 2 11:56:12 AM 11:56:53 AM 0:00:36 0:00:41 0:01:17 Veh icle 7 12:04 :21 PM 1 12 :04 :21 PM 12 :05:09 PM 0:00:00 0:00:48 0:00:48 Vehicle 8 12:08:28 PM 1 12:08:28 PM 12:08:44 PM 0:00:00 0 :00:16 0:00:1 6 Veh icle 9 12 :15 :59 PM 1 12 :15:59 PM 12:16:39 PM 0:00:00 0:00:40 0:00:40 Veh icle 10 12:19 :20 PM 1 12:19:20 PM 12:21 :47 PM 0:00:00 0 :02:2 7 0:02:27 Veh icle 11 12:23 :43 PM 1 12:23 :43 PM 12 :24:26 PM 0:00:00 0 :00:43 0:00:43 Veh icle 12 12:23 :57 PM 2 12 :24 :34 PM 12:24 :46 PM 0:00:37 0:00:12 0:00:49 Veh icle 13 12:24:55 PM 1 12 :24:55 PM 12:28:34 PM 0:00:00 0:03:39 0 :03:39 Vehicle 14 12:25 :44 PM 2 12:28:45 PM 12:29:18 PM 0:03 :01 0:00:33 0 :03:34 Veh icle 15 12:27 :06 PM 3 12 :29:27 PM 12:29:38 PM 0:02 :21 0:00:11 0 :02:32 Veh icle 16 12:31 :39 PM 1 12 :31 :39 PM 12 :32:05 PM 0:00:00 0:00:26 0:00:2 6 Veh icle 17 12:31 :52 PM 2 12 :32:14 PM 12 :32:37 PM 0:00:22 0:00:23 0:00:45 Vehicle 18 12:42 :38 PM 1 12:42:38 PM 12:42:57 PM 0:00:00 0:00:19 0:00:19 Veh icle 19 12:47:15 PM 1 12 :47:15 PM 12:48:58 PM 0:00:00 0 :01 :43 0:01:43 Veh icle 20 12:51:02 PM 1 12:51:02 PM 12:52 :35 PM 0:00:00 0:01:33 0:01:33 Veh icle 21 12:52 :17 PM 2 12:52:47 PM 12 :53:35 PM 0:00:30 0:00:48 0 :0 1:18 Vehicle 22 1:01 :35 PM 1 1:01:35 PM 1:01:54 PM 0:00:00 0:00:19 0:00:19 Veh icle 23 1 :02:11 PM 1 1:02:11 PM 1:05:41 PM 0:00:00 0:03:30 0:03:30 Veh icle 24 1:02 :23 PM 2 1:05:53 PM 1:06:07 PM 0:03 :30 0:00:14 0:03:44 Veh icle 25 1:02 :2 1 PM 3 1:06:16 PM 1:06:29 PM 0:03:55 0:00:13 0:04:08 Veh icle 26 1:04:5 1 PM 4 1:06:38 PM 1:06:58 PM 0:01:47 0 :00:20 0:02:07 Veh icle 27 1:06:38 PM 2 1:07:06 PM 1:07 :15 PM 0:00:28 0:00:09 0:00 :3 7 Veh icle 28 1:12:20 PM 1 1:12:20 PM 1:12:43 PM 0:00:00 0:00:23 0:00:23 Veh icle 29 1 :16:08 PM 1 1:16:08 PM 1 :16:56 PM 0:00:00 0:00:48 0:00:48 Veh icle 30 1:19:57 PM 1 1:19:57 PM 1:20:21 PM 0:00:00 0:00:24 0:00:24 Veh icle 31 1 :23:38 PM 1 1:23:38 PM 1:23:58 PM 0:00:00 0:00:20 0:00:20 Veh icle 32 1:25 :55 PM 1 1:25:55 PM 1:26:09 PM 0:00:00 0:00:14 0:00:14 Veh icle 33 1:33:16 PM 1 1:33:16 PM 1:33:40 PM 0:00:00 0:00:24 0:00:24 Vehicle 34 1:38:24 PM 1 1:38:24 PM 1:38:46 PM 0:00:00 0:00:22 0:00:22 Veh icle 35 1:55 :12 PM 1 1:55:12 PM 1:56:05 PM 0:00:00 0:00:53 0:00:53 Veh icle 3 6 1:58:55 PM 1 1:58:55 PM 1:59:3 6 PM 0:00:00 0:00:4 1 0:00:41 Veh icle 37 2:00:14 PM 1 2:00:14 PM 2:00:50 PM 0:00:00 0:00:36 0:00:36 Veh icle 38 2:10:33 PM 1 2:10:33 PM 2:10:58 PM 0:00:00 0 :00:25 0:00:25 Veh icle 39 2:18:00 PM 1 2:18:00 PM 2:18:57 PM 0:00:00 0:00:57 0:00:5 7 Veh icle 40 2:18:26 PM 2 2:19:01 PM 2:19:27 PM 0:00:35 0 :0 0 :26 0:01:01 Veh icle 41 2:21:35 PM 1 2:21:35 PM 2:2 1 :55 PM 0:00:00 0:00:20 0:00:20 Vehicle 42 2:31:36 PM 1 2:31:36 PM 2:32:20 PM 0:00:00 0:00:44 0:00:44 Veh icle 43 2:39:31 PM 1 2:39:31 PM 2:40:22 PM 0:00:00 0:00:51 0:00:51 Vehicle 44 2:51 :01 PM 1 2:51:01 PM 2:52:01 PM 0:00:00 0:0 1:00 0:01 :00 Veh icle 45 3:21 :19 PM 1 3:21 :19 PM 3:2 1 :58 PM 0:00:00 0:00:39 0:00 :39 Veh icle 46 3:25:48 PM 1 3:25:48 PM 3:27:58 PM 0:00:00 0:02:10 0:02 :10 Veh icle 47 3:26:10 PM 2 3:28:12 PM 3:29 :1 6 PM 0:02 :02 0:01:04 0:03:06 Veh icle 48 3:26:16 PM 3 3:29:29 PM 3:30:20 PM 0:03 :13 0 :0 0:5 1 0:04:04 Vehicle 49 3:32 :44 PM 1 3:32:44 PM 3:34:50 PM 0:00:00 0:02:06 0:02 :06 Vehicle 50 3:39:33 PM 1 3:39:33 PM 3:40:58 PM 0:00:00 0:01:25 0:01:25 Veh icle 5 1 3:50:18 PM 1 3:50:18 PM 3:51:35 PM 0:00:00 0:01:17 0:01:17 Veh icle 52 4:01:00 PM 1 4:01:00 PM 4:01:15 PM 0:00:00 0:00 :15 0:00:15 Veh icle 5 3 4:16:57 PM 1 4:16:57 PM 4:17:39 PM 0:00:00 0:00:4 2 0:00:42 Veh icle 54 4:32:14 PM 1 4:32:14 PM 4:33:19 PM 0:00:00 0:01:05 0:0 1:05 Veh icle 55 4:38 :58 PM 1 4:38:58 PM 4 :39:47 PM 0:00 :00 0:00:49 0:00:49 Veh icle 56 4:41:10 PM 1 4:41:10 PM 4:41 :33 PM 0:00:00 0:00:23 0:00:23 Veh icle 57 4:55 :56 PM 1 4:55:56 PM 4:56:13 PM 0:00:00 0:00:17 0:00:17 Vehicle 58 4:59:19 PM 1 4:59:19 PM 5:00:08 PM 0:00:00 0 :00:49 0:00 :49 Veh icle 59 5 :04:50 PM 1 5:04:50 PM 5:05:23 PM 0:00:00 0 :00:3 3 0:00:33 Veh icle 60 5:14:25 PM 1 5:14:25 PM 5 :14:40 PM 0:00:00 0:00:15 0:00:15 Veh icle 61 5 :16:22 PM 1 5 :16:22 PM 5:16:48 PM 0:00:00 0:00:26 0 :00:26 Veh icle 62 5:20:18 PM 1 5:20:18 PM 5:20:42 PM 0:00:00 0 :00:24 0:00:24 Veh icle 63 5:29:25 PM 1 5 :29:25 PM 5:30:02 PM 0:00:00 0 :00:37 0 :00:3 7 Veh icle 64 5:39:10 PM 1 5:39:10 PM 5:39:32 PM 0:00:00 0:00 :22 0:00:22 Veh icle 65 5:48:49 PM 1 5:48:49 PM 5:49:12 PM 0:00:00 0:00:23 0:00:23 Vehicle 66 5:49:23 PM 1 5:49:23 PM 5:49:39 PM 0:00:00 0:00:16 0:00:16 Veh icle 67 5 :57:23 PM 1 5:57:23 PM 5:58:16 PM 0:00:00 0:00:53 0:00:53 Veh icle 68 5:59:17 PM 1 5 :59:17 PM 5:59:46 PM 0:00:00 0:00:29 0:00 :2 9 Veh icle 69 6:00:34 PM 1 6:00:34 PM 6:03:53 PM 0:00:00 0:03:19 0:03 :19 Veh icle 70 6:02:47 PM 2 6:04:00 PM 6:04:16 PM 0:01 :13 0 :00:16 0:01:29 Veh icle 71 6:06:17 PM 1 6:06:17 PM 6:06:25 PM 0:00:00 0:00:08 0 :00:08 93 Vehicle 72 6:17:34 PM 1 6 :17:34 PM 6:18:07 PM 0 :00:00 0:00:33 0:00:33 Veh icle 73 6:18:31 PM 1 6:18:31 PM 6:20:26 PM 0 :00:00 0:01:55 0:01 :55 Veh icle 74 6:25:48 PM 1 6 :25:48 PM 6:26:10 PM 0 :00:00 0:00:22 0:0 0:22 Veh icle 75 6:28:06 PM 1 6:28:06 PM 6:28:23 PM 0:00:00 0:00:17 0:00:17 Ve hicle 76 6:30:35 PM 1 6 :30:35 PM 6:31:04 PM 0 :00:00 0:00:29 0:00:29 Veh icle 77 6:43:28 PM 1 6:43:28 PM 6:43:41 PM 0 :00:00 0:00:13 0:00:13 Veh icle 78 6:45:54 PM 1 6:45:54 PM 6:46:16 PM 0 :00:00 0 :00:22 0:00:22 Ve hicl e 79 7:02:34 PM 1 7:02:34 PM 7:04:14 PM 0 :00:00 0:01:40 0:0 1 :40 Ve hicle 80 7:05 :45 PM 1 7:05:45 PM 7:06:02 PM 0 :00:00 0:00:17 0 :00:17 Veh icle 8 1 7:12:09 PM 1 7:12:09 PM 7:15:16 PM 0 :00:00 0:03:07 0:03:07 Vehicle 82 7:20:38 PM 1 7 :20:38 PM 7:22:37 PM 0 :00:00 0:01:59 0:0 1:59 Ve hicle 83 7:21:58 PM 2 7 :22 :46 PM 7:23:06 PM 0:00:48 0:00:20 0:0 1 :08 Ve hicle 84 7:24:38 PM 1 7:24:38 PM 7:25:12 PM 0 :00:00 0:00:34 0:00:34 Veh icle 85 7:26:5 1 PM 1 7:26:51 PM 7:27:16 PM 0 :00:00 0:00:25 0:00:25 Veh icle 86 7:39 :06 PM 1 7:39:06 PM 7:39:24 PM 0 :00:00 0:00:18 0:00:18 Ve hicle 87 7:40:25 PM 1 7:40:25 PM 7:41:01 PM 0 :00:00 0:00:36 0:0 0:36 Vehicle 88 7:41 :45 PM 1 7:4 1:45 PM 7:44:50 PM 0 :00:00 0:03:05 0:03:05 Ve hi cle 89 7:50:49 PM 1 7 :50:49 PM 7:5 1 :22 PM 0 :00:00 0:00:33 0:00:33 Vehicle 90 7:59:52 PM 1 7 :59:52 PM 8:00:05 PM 0 :00:00 0:00:13 0:0 0:13 Veh icle 9 1 8:03:53 PM 1 8:03:53 PM 8:04:04 PM 0 :00:00 0:00:11 0:00:11 Ve hicle 92 8:05:37 PM 1 8:05:37 PM 8:06:00 PM 0 :00:00 0:00:23 0:00:23 Veh icle 93 8:08:06 PM 1 8:08:06 PM 8:10:47 PM 0 :00:00 0:02:41 0:02:41 Veh icle 94 8 :08:33 PM 2 8:10:55 PM 8:11:22 PM 0 :02 :22 0:00:27 0:02 :49 Ve hicl e 95 8:12:39 PM 1 8 :12:39 PM 8:13 :31 PM 0 :00:00 0:00:52 0:0 0:52 Veh icle 96 8:16:49 PM 1 8 :16:49 PM 8:17:03 PM 0 :00:00 0:00:14 0:00:1 4 Ve hicl e 97 8 :34:44 PM 1 8 :34:44 PM 8:34:57 PM 0 :00:00 0:00:13 0:00:13 Vehicle 98 8 :43:58 PM 1 8:43:58 PM 8:44:32 PM 0 :00:00 0:00:34 0:0 0:34 Ve hicl e 99 8:44:43 PM 1 8:44:4 3 PM 8:44:57 PM 0 :00:00 0:00:14 0:00:14 Ve hicle 100 8 :45:22 PM 1 8:45:22 PM 8:45:40 PM 0 :00:00 0:00:18 0:00:18 Veh icle 101 8:48:40 PM 1 8:48:40 PM 8:49:01 PM 0 :00:00 0:00:2 1 0:00:21 Ve hicle 102 9:02:15 PM 1 9:02:15 PM 9:02:34 PM 0 :00:00 0 :00:19 0:0 0:19 Ve hicl e 103 9:03:45 PM 1 9 :03:45 PM 9:03:58 PM 0 :00:00 0:00:13 0:0 0:13 Vehicle 104 9:32:28 PM 1 9:32:28 PM 9:34:31 PM 0 :00:00 0:02:03 0:02:03 94 Restaurant Location : 468 East 17th Street, Co sta Mesa, CA 92627 Data Collection Date: Friday, July 15, 2022 T ime Entering Number of Time Arriving T ime Exiting Time In Qu eue Pick-Up La ne Vehicles in Queue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 10:41:41 AM 1 10:41 :41 AM 10:42:37 AM 0 :00:00 0 :00 :56 0 :0 0:5 6 Vehicle 2 11 :05:50 AM 1 11:05:50 AM 11:06:15 AM 0 :00:00 0:00:25 0:0 0:25 Veh icle 3 11:08:09 AM 1 11:08:09AM 11:09:18 AM 0 :00:00 0:01:09 0 :0 1 :09 Veh icle 4 11:12 :42 AM 1 11:12:42 AM 11:13:04 AM 0 :00:00 0:00:22 0:00 :22 Veh icle 5 11:18:41 AM 1 11:18:41 AM 11:19:25 AM 0 :00:00 0 :00:44 0:00:44 Veh icle 6 11:23 :56 AM 1 11:23:56 AM 11:24:12 AM 0 :00:00 0:00:16 0:0 0:16 Veh icle 7 11:31 :3 7 AM 1 11:31 :37 AM 11:32:02 AM 0 :00:00 0:00:25 0:00:25 Veh icle 8 11:37 :12 AM 1 11:37:12 AM 11:37:44 AM 0 :00:00 0 :0 0:32 0:00:32 Veh icle 9 11:42 :55 AM 1 11:42:55 AM 11:43:05 AM 0 :00:00 0 :00 :1 0 0 :0 0:10 Veh icle 10 11:52 :22 AM 1 11:52:22 AM 11:52:56 AM 0 :00:00 0 :0 0 :3 4 0:00:34 Veh icle 11 11 :58:38 AM 1 11:58:38 AM 11:59:03 AM 0 :00:00 0:00:25 0 :00:25 Veh icle 12 12 :00 :52 PM 1 12 :00:52 PM 12:0 1:16 PM 0 :00:00 0:00:24 0:00:24 Veh icle 13 12:01:55 PM 1 12 :0 1:55 PM 12:03:54 PM 0 :00:00 0:01:59 0 :0 1:59 Veh icle 14 12:02 :57 PM 2 12:04:01 PM 12 :04:4 1 PM 0 :01 :04 0:00:40 0 :01 :44 Veh icle 15 12:10:13 PM 1 12 :10:13 PM 12:20:34 PM 0 :00:00 0 :10:21 0:10:21 Veh icle 16 12 :10:23 PM 2 12 :20:45 PM 12 :20 :54 PM 0 :10:22 0:00:09 0:10:31 Veh icle 17 12 :10:53 PM 3 12 :21 :04 PM 12:21:57 PM 0 :10:11 0:00:53 0 :11:04 Vehicle 18 12 :11 :30 PM 4 12 :22:03 PM 12 :22 :17 PM 0 :10:33 0:00:14 0:10:47 Veh icle 19 12:17:15 PM 5 12 :22 :25 PM 12:22:40 PM 0 :05 :10 0 :00 :15 0:05:25 Veh icle 20 12 :19:15 PM 6 12 :22 :48 PM 12:23:42 PM 0 :03 :33 0:00:54 0:04:27 Veh icle 21 12:21:33 PM 5 12 :23 :52 PM 12:26:42 PM 0 :02 :19 0:02:5 0 0 :05:09 Vehicle 22 12 :26 :20 PM 2 12 :26 :48 PM 12 :27:09 PM 0 :00:28 0:00:21 0:00:49 Veh icle 23 12:27 :21 PM 1 12 :27 :21 PM 12 :29 :00 PM 0 :00:00 0:01:39 0:01:39 Veh icle 24 12 :27 :39 PM 2 12:29:07 PM 12 :30:45 PM 0 :01 :28 0:01:38 0:03:06 Veh icle 25 12:28 :54 PM 3 12 :30:54 PM 12:31 :18 PM 0 :02 :00 0:00:24 0:02:24 Vehicle 26 12:3 1 :38 PM 1 12:31:38 PM 12 :32:58 PM 0 :00:00 0:01:20 0:01:20 Veh icle 27 12:36:11 PM 1 12 :36:11 PM 12:36:29 PM 0 :00:00 0 :00 :18 0:00:18 Veh icle 28 12:39 :00 PM 1 12:39:00 PM 12:39:3 1 PM 0 :00:00 0:00:31 0:00:31 Veh icle 29 12:39:21 PM 2 12 :39:37 PM 12:41:38 PM 0 :00:1 6 0:02:01 0:02:17 Vehicle 30 12:4 1 :16 PM 2 12 :4 1:45 PM 12:4 1:59 PM 0 :00:29 0:00:14 0:00:43 Veh icle 3 1 12 :48:22 PM 1 12 :48:22 PM 12:49:57 PM 0 :00:00 0 :01:35 0:01:35 Veh icle 32 12 :48 :41 PM 2 12 :50:06 PM 12 :50:44 PM 0 :01:25 0:00:38 0 :02:03 Veh icle 33 12:48:56 PM 3 12 :50:53 PM 12:51:04 PM 0 :01 :57 0:00:11 0:02:0 8 Vehicle 34 12:49:02 PM 4 12:51 :20 PM 12 :51:37 PM 0 :02 :18 0:00:17 0:02:35 Veh icle 35 12:58 :19 PM 1 12 :58:19 PM 12:58:30 PM 0 :00:00 0:00:11 0:00:1 1 Veh icle 36 12:59:47 PM 1 12:59:47 PM 12 :59:54 PM 0 :00:00 0:00:07 0:00:07 Veh icle 37 1 :09:07 PM 1 1:09:07 PM 1:09:25 PM 0 :00:00 0 :00 :18 0:00:18 Ve hicle 38 1:16:14 PM 1 1:16:14 PM 1:17:37 PM 0 :00:00 0 :01:23 0:01:23 Veh icle 39 1 :18:48 PM 1 1:1 8:48 PM 1:19:01 PM 0 :00:00 0:00:13 0 :00:13 Veh icle 40 1:20:29 PM 1 1:20:29 PM 1:23 :48 PM 0 :00:00 0 :03:19 0:03 :19 Veh icle 4 1 1 :20:41 PM 2 1:24:02 PM 1:26:29 PM 0 :03 :21 0 :02:27 0:05:48 Vehicle 42 1:25 :55 PM 2 1:26:40 PM 1:26:5 4 PM 0 :00:45 0:00:14 0:00:59 Veh icle 43 1:34:04 PM 1 1:34:04 PM 1:34:28 PM 0 :00:00 0 :00:24 0:00:24 Vehicle 44 1:42 :03 PM 1 1:42:03 PM 1:42:36 PM 0 :00:00 0:00:33 0:00:33 Veh icle 45 1:42 :24 PM 3 1:42:53 PM 1:43:39 PM 0 :00:29 0 :00 :46 0:0 1:15 Veh icle 46 1:43 :28 PM 2 1:43:51 PM 1:46:16 PM 0 :00:23 0:02:25 0:02:48 Veh icle 47 1 :4 3:3 7 PM 3 1:46:24 PM 1 :50:09 PM 0 :02 :47 0:03:45 0:06:32 Veh icle 48 1:53:08 PM 1 1:53:08 PM 1:54:05 PM 0 :00:00 0 :0 0 :57 0:00:57 Vehicle 49 1 :56:39 PM 1 1:56:39 PM 1:59:28 PM 0 :00:00 0 :02:49 0:02:49 Vehicle 50 2:07:53 PM 1 2:07:53 PM 2:11:43 PM 0 :00:00 0:03:50 0:03:50 Veh icle 5 1 2 :10:01 PM 2 2 :11 :51 PM 2:12:08 PM 0 :01 :50 0 :00:17 0 :02:07 Veh icle 52 2:30:41 PM 1 2 :30:41 PM 2:32:14 PM 0 :00:00 0 :0 1:33 0:01:33 Veh icle 53 2 :33:5 1 PM 1 2 :33:51 PM 2:36:34 PM 0 :00:00 0 :02:43 0:02:43 Ve hicle 54 2:41:03 PM 1 2:41:03 PM 2:45:25 PM 0 :00:00 0 :04:22 0:04:22 Veh icle 55 2:41 :46 PM 2 2 :45:42 PM 2 :46:54 PM 0 :03 :56 0:01:12 0:05:0 8 Veh icle 56 2:45 :42 PM 2 2:47:04 PM 2:51:01 PM 0 :01:22 0:03:57 0:05:19 Veh icle 57 2 :5 3:56 PM 1 2 :53:56 PM 2 :54:11 PM 0 :00:00 0 :00:15 0 :00:15 Vehicle 58 3:08:07 PM 1 3:08:07 PM 3:08:21 PM 0 :00:00 0 :00 :14 0:00:14 Ve hicle 59 3:10:27 PM 1 3 :10:27 PM 3 :12:05 PM 0 :00:00 0 :01:3 8 0 :0 1:38 Veh icle 60 3:27:57 PM 1 3:27:57 PM 3 :29:02 PM 0 :00:00 0 :01:05 0:01:05 Veh icle 6 1 3:30:25 PM 1 3:30:25 PM 3:30:43 PM 0 :00:00 0 :00 :18 0 :00:18 Veh icle 62 3:35:52 PM 1 3 :35:52 PM 3:36:47 PM 0 :00:00 0 :00 :55 0:00:55 Veh icle 63 3:37 :09 PM 1 3 :3 7 :09 PM 3 :41 :00 PM 0 :00:00 0 :03:51 0 :0 3:51 Veh icle 64 3:55 :45 PM 1 3 :55:45 PM 3:56:08 PM 0 :00:00 0:00 :23 0:00:23 Veh icle 65 3 :58:27 PM 1 3 :58:27 PM 3:59:18 PM 0 :00 :00 0 :00 :51 0:00:5 1 Vehicle 66 4:02:22 PM 1 4:02:22 PM 4:07:18 PM 0 :00:00 0:04:56 0:04:56 Veh icle 67 4:06:40 PM 1 4:07:24 PM 4 :08 :00 PM 0 :00:44 0 :00:36 0 :01:2 0 Veh icle 68 4:15 :43 PM 1 4:15:43 PM 4:16:04 PM 0 :00:00 0 :00:21 0:00:2 1 Veh icle 69 4:35:47 PM 1 4:35:47 PM 4:35:59 PM 0 :00:00 0 :00 :12 0:00:12 Veh icle 70 4:36:48 PM 1 4:36:48 PM 4:37:01 PM 0 :00:00 0 :0 0 :13 0:00:13 Veh icle 7 1 4:42 :01 PM 1 4:42:01 PM 4:42:54 PM 0 :00:00 0:00:53 0 :00:53 95 Vehicle 72 4:57:35 PM 1 4:5 7 :35 PM 4:57:55 PM 0 :00:00 0 :00:20 0:00:20 Veh icle 73 4:59:38 PM 1 4:59:38 PM 5:01 :09 PM 0 :00:00 0:01:31 0:01 :31 Veh icle 74 5:03 :46 PM 1 5 :03:46 PM 5:03:58 PM 0 :00:00 0 :0 0 :12 0:00:12 Veh icle 75 5:10:01 PM 1 5 :10:01 PM 5:10:25 PM 0 :00:00 0:0 0:24 0:00:24 Ve h icle 76 5:10:16 PM 2 5 :10:3 6 PM 5 :10:50 PM 0 :00:20 0 :00:14 0:00:34 Ve hi cle 77 5:16:33 PM 1 5:16:33 PM 5:17:27 PM 0 :00:00 0:00:54 0:00:5 4 Ve hi cle 78 5:23 :4 1 PM 1 5 :23:41 PM 5 :26:51 PM 0 :00:00 0:03:10 0:03:10 Veh icle 79 5:32 :05 PM 1 5 :32:05 PM 5:32:53 PM 0 :00:00 0:00:48 0:00:48 Veh icle 80 5:42 :39 PM 1 5 :42:39 PM 5:42:50 PM 0 :00:00 0 :00:11 0:00:11 Ve hi cle 8 1 5:43:38 PM 1 5 :43:38 PM 5:44:56 PM 0 :00:00 0:01:18 0:01 :18 Veh icle 82 5:45:11 PM 1 5 :45:11 PM 5 :45:44 PM 0 :00:00 0 :00:33 0:00:33 Veh icle 83 5:46:58 PM 1 5 :46:58 PM 5:47:5 5 PM 0 :00:00 0:0 0:5 7 0:00:57 Veh icle 84 5 :47 :15 PM 2 5 :48:04 PM 5:48:59 PM 0 :00:49 0 :00:55 0:01:44 Ve hi cle 85 5 :53:03 PM 1 5 :53 :03 PM 5:53:40 PM 0 :00:00 0:00:37 0:0 0:3 7 Ve hi cle 86 5:54:20 PM 1 5 :54:20 PM 5:54:35 PM 0 :00:00 0:0 0:15 0:00:15 Veh icle 87 5:54:30 PM 2 5 :54:44 PM 5:55:17 PM 0 :00:14 0 :00:33 0:00:47 Veh icle 88 5:58:42 PM 1 5 :58:42 PM 6:03:15 PM 0 :00:00 0 :04:33 0:04:33 Ve hi cle 89 6:00:34 PM 2 6 :03:26 PM 6:03 :30 PM 0 :02 :52 0 :00:04 0:02:56 Veh icle 90 6:03 :07 PM 3 6 :03:40 PM 6:05:12 PM 0 :00:33 0 :0 1:3 2 0:02:05 Ve hi cle 9 1 6:23:54 PM 1 6 :23:54 PM 6:26:08 PM 0 :00:00 0:02:14 0:02:14 Ve hi cle 92 6:29:28 PM 1 6 :29:28 PM 6:29:45 PM 0 :00:00 0 :00:17 0:00:17 Veh icle 93 6:33:16 PM 1 6 :33:16 PM 6:33 :22 PM 0 :00:00 0:00:06 0:00:06 Ve hi cle 94 6 :36:02 PM 1 6 :36:02 PM 6:36:44 PM 0 :00:00 0:00:42 0:00:42 Veh icle 95 6:37:53 PM 1 6 :37:53 PM 6:38:41 PM 0 :00:00 0 :00:48 0:00:48 Veh icle 96 6:42 :22 PM 1 6 :42:22 PM 6:42:59 PM 0 :00:00 0 :00:37 0:00:37 Ve hi cle 97 6:57:16 PM 1 6 :57:16 PM 6:5 7:33 PM 0 :00:00 0:00:17 0:00:17 Veh icle 98 6:59:53 PM 1 6 :59:53 PM 7:00:55 PM 0 :00:00 0 :0 1:02 0:01 :02 Ve hi cle 99 7:10:56 PM 1 7:10:56 PM 7:12:35 PM 0 :00:00 0 :01:39 0:0 1:39 Ve hi cle 100 7:11 :07 PM 2 7 :12:44 PM 7:13:19 PM 0 :01 :37 0:00:35 0:02:12 Ve hi cle 101 7:13 :52 PM 1 7 :13:52 PM 7 :14:25 PM 0 :00:00 0 :00:33 0:00:33 Ve hi cle 102 7:15 :08 PM 1 7 :15:08 PM 7:17:47 PM 0 :00:00 0:02:39 0:02:39 Ve hi cle 103 7:15 :55 PM 2 7 :18 :04 PM 7:19:29 PM 0 :02 :09 0 :01:25 0:03:34 Veh icle 104 7:17:43 PM 3 7 :19:43 PM 7:20:04 PM 0 :02 :00 0 :00:21 0:02:21 Ve hi cle 105 7 :24:07 PM 1 7 :24 :07 PM 7:24:16 PM 0 :00:00 0 :00:09 0 :00:09 Veh icle 106 7:29:07 PM 1 7 :29 :07 PM 7:29:32 PM 0 :00:00 0 :00:25 0:0 0:25 Ve hi cle 107 7 :35 :11 PM 1 7 :35:11 PM 7:3 6:34 PM 0 :00:00 0:01:23 0:0 1:23 Vehicle 108 7:38:20 PM 1 7 :38:20 PM 7:39:46 PM 0 :00:00 0 :01:26 0:01:26 Ve hi cle 109 7 :43 :38 PM 1 7 :43 :38 PM 7:43:51 PM 0 :00:00 0 :00:13 0 :00:13 Ve hi cle 110 7:44:20 PM 1 7 :44:20 PM 7:44:51 PM 0 :00:00 0 :00 :31 0:00:31 Ve hi cle 111 8:01 :20 PM 1 8 :01 :20 PM 8:02:39 PM 0 :00:00 0 :01:19 0:01 :19 Vehicle 112 8:15 :28 PM 1 8 :15:28 PM 8 :15:57 PM 0 :00:00 0:00:29 0:00:29 Ve hi cle 113 8:19:55 PM 1 8 :19 :55 PM 8:20:49 PM 0 :00:00 0 :00:54 0:00:54 Ve hicle 114 8:40:45 PM 1 8 :40:45 PM 8 :41:04 PM 0 :00:00 0 :00:19 0:00:19 Veh icle 115 8:44:34 PM 1 8 :44:34 PM 8 :45:09 PM 0 :00:00 0 :00:35 0:00:35 Ve hi cle 116 8 :49:5 1 PM 1 8 :49:51 PM 8 :50:13 PM 0 :00:00 0 :00:22 0:00:22 Ve hi cle 117 8:52 :53 PM 1 8 :52 :53 PM 8:53:13 PM 0 :00:00 0 :00:20 0:00:20 Ve hi cle 118 9:03 :47 PM 1 9 :03:47 PM 9:04:02 PM 0 :00:00 0 :00:15 0:00:15 Ve hi cle 119 9:16:18 PM 1 9 :16 :18 PM 9:17 :10 PM 0 :00:00 0 :00:52 0:00:5 2 Vehicle 120 9:21 :02 PM 1 9 :21:02 PM 9:21:09 PM 0 :00:00 0:00:07 0:00:07 96 Rest aurant Locatio n: 468 East 17th Street, Costa Mesa, CA 92627 Data Collection Date: Satur d ay, J u ly 16, 2022 Time Entering Number of Time Arriving Time Exiting Time In Q ueue Pick-Up La ne Veh icles in Queu e At Wind ow Pick -Up Lane Prior To Wi ndow Time At Window Total Service Time Veh icle 1 10:43:llAM 1 10:43 :1 1 AM 10:45:09 AM 0:00:00 0:01:58 0 :01 :58 Vehicle 2 11:10:47 AM 1 11:10:47 AM 11:11:09 AM 0:00:00 0 :00:22 0:00:22 Veh icle 3 11:19:25 AM 1 11:19:25 AM 11:20:20 AM 0:00:00 0:00:55 0:00:55 Vehicle 4 11:23 :53 AM 1 11:23:53 AM 11:24:09 AM 0:00:00 0:00:16 0 :00:16 Veh icle 5 11:47:51 AM 1 11:47:51 AM 11:53:29 AM 0:00:00 0:05:38 0 :05:38 Ve hicle 6 11:48:27 AM 2 11:53:37 AM 11:54:40 AM 0:05 :10 0:01:03 0:06:13 Veh icle 7 11:55:22 AM 1 11:55:22 AM 11:56:28 AM 0:00:00 0:01 :06 0:01 :06 Ve hicle 8 11:56:14 AM 2 11:56:37 AM 11:57:30 AM 0:00:23 0 :00:53 0:01:16 Veh icle 9 12:00:26 PM 1 12 :00:26 PM 12:0 1:57 PM 0:00:00 0:01:31 0:01 :31 Vehicle 10 12:12 :54 PM 1 12:12 :54 PM 12:13:09 PM 0:00:00 0:00:15 0:00:15 Veh icle 11 12:20:28 PM 1 12:20 :28 PM 12 :24 :15 PM 0:00:00 0:03:47 0:03:47 Veh icle 12 12:24 :03 PM 2 12 :24 :22 PM 12:25:06 PM 0:00:19 0:00:44 0:01:03 Veh icle 13 12:35:06 PM 1 12 :35 :06 PM 12:35:26 PM 0:00:00 0:00:20 0:00:20 Vehicle 14 12:4 1 :03 PM 1 12:4 1:03 PM 12:4 1:20 PM 0:00:00 0:00:17 0 :00:17 Veh icle 15 12 :42 :49 PM 1 12 :42:49 PM 12:43:02 PM 0:00:00 0:00:13 0:00:13 Veh icle 16 12:45 :44 PM 1 12 :45:44 PM 12:45:57 PM 0:00:00 0:00:13 0:00:13 Veh icle 17 12:46:42 PM 1 12 :46:42 PM 12:47 :05 PM 0:00:00 0:00:23 0:00:23 Vehicle 18 12:57 :20 PM 1 12 :57:20 PM 1:03:22 PM 0:00:00 0 :06:02 0:06:02 Veh icle 19 1:03 :5 7 PM 1 1:03:57 PM 1:08:47 PM 0:00:00 0 :04:50 0:04:50 Veh icle 20 1:11 :25 PM 1 1:11 :25 PM 1:11:45 PM 0:00:00 0:00:20 0:00:20 Veh icle 21 1 :11 :35 PM 2 1:11:53 PM 1 :13:05 PM 0:00:1 8 0 :01:12 0:0 1:30 Ve hicle 22 1:13 :33 PM 1 1:13:33 PM 1:14:04 PM 0:00:00 0:00:31 0:00:3 1 Veh icle 23 1 :23 :05 PM 1 1:23 :05 PM 1 :23:18 PM 0:00:00 0 :00:13 0:00:13 Veh icle 24 1:25 :12 PM 1 1:25:12 PM 1 :25:29 PM 0:00:00 0:00:17 0:00:17 Veh icle 25 1:31 :02 PM 1 1:31 :02 PM 1 :31 :57 PM 0:00:00 0:00 :55 0:00:55 Vehicle 26 1:31 :02 PM 2 1:32:16 PM 1:33:54 PM 0:01 :14 0 :0 1:38 0:02:52 Veh icle 27 1 :33:05 PM 2 1:34 :00 PM 1:34:20 PM 0:00:55 0 :00:20 0:01 :15 Veh icle 28 1:41 :46 PM 1 1:4 1:46 PM 1 :4 2:08 PM 0:00:00 0:00:22 0:00:22 Veh icle 29 1:51 :10 PM 1 1:51:10 PM 2:00:36 PM 0:00:00 0:09 :26 0:09:26 Vehicle 30 1:58:19 PM 2 2:00:51 PM 2:01:11 PM 0:02:32 0 :00:20 0:02:52 Veh icle 31 1 :59:08 PM 3 2:01:21 PM 2:02:18 PM 0:02 :13 0 :00:57 0:03:10 Veh icle 32 2:02 :32 PM 1 2:02:32 PM 2:06 :20 PM 0:00:00 0 :03:48 0:03:48 Veh icle 33 2:05 :08 PM 2 2:06:35 PM 2:07 :02 PM 0:01 :27 0:00:27 0:01 :54 Vehicle 34 2:06:21 PM 2 2:07:14 PM 2:07:54 PM 0:00:53 0:00:40 0:01:33 Veh icle 3 5 2:20 :25 PM 1 2:20:25 PM 2:20:46 PM 0:00:00 0 :00:21 0:00:2 1 Vehicle 36 2:23 :16 PM 1 2:23:16 PM 2:23:33 PM 0:00:00 0:00:17 0:00:17 Veh icle 37 2:24:36 PM 1 2:24:36 PM 2:25:42 PM 0:00:00 0:01:06 0:01 :06 Veh icle 38 2:29:59 PM 1 2:29:59 PM 2:30:46 PM 0:00:00 0 :00:47 0:00:47 Veh icle 39 2:38:07 PM 1 2:38:07 PM 2:38:30 PM 0:00:00 0 :00:23 0 :00:23 Veh icle 40 2:48:24 PM 1 2:48:24 PM 2:48:47 PM 0:00:00 0 :00 :23 0:00:23 Vehicle 41 2:56:53 PM 1 2:56:53 PM 2:57:29 PM 0:00:00 0:00:3 6 0:00:36 Vehicle 42 2:59:13 PM 1 2:59:13 PM 2:59:26 PM 0:00:00 0:00:13 0:00:13 Veh icle 43 2:56:54 PM 1 2:56:54 PM 2:57 :3 0 PM 0:00:00 0 :00:36 0:00 :3 6 Vehicle 44 2:59:14 PM 1 2:59:14 PM 2:59:27 PM 0:00:00 0:00:13 0:00:13 Veh icle 45 3:12 :26 PM 1 3:12 :26 PM 3:12:54 PM 0:00:00 0:00:28 0:00:28 Veh icl e 46 3:20:56 PM 1 3:20:56 PM 3:21:34 PM 0:00:00 0 :00:38 0:00:38 Veh icle 47 3:25 :16 PM 1 3:25 :16 PM 3:25:25 PM 0:00:00 0 :00:09 0:00:09 Veh icle 48 3:30:57 PM 1 3:30:57 PM 3:32:23 PM 0:00:00 0 :0 1:26 0:01 :26 Vehicle 49 3:32 :19 PM 2 3:32 :30 PM 3:32:47 PM 0:00:11 0:00:17 0:00:28 Vehicle 50 3:52:27 PM 1 3:52:27 PM 3:52:37 PM 0:00:00 0:00 :10 0:00:10 Veh icle 5 1 3 :5 3:22 PM 1 3:53 :22 PM 3:53:29 PM 0:00:00 0 :00:07 0:00:07 Veh icle 52 4:13 :09 PM 1 4:13:09 PM 4 :15:02 PM 0:00:00 0:0 1:53 0:01 :53 Veh icle 5 3 4 :22 :10 PM 1 4:22 :10 PM 4:30:11 PM 0:00:00 0:08 :0 1 0:08:01 Veh icle 54 4:32 :20 PM 1 4:3 2:20 PM 4:32:56 PM 0:00:00 0:00:36 0:00:36 Veh icle 55 4:40:07 PM 1 4:40:07 PM 4 :40 :32 PM 0:00 :00 0 :00:25 0:00:25 Veh icle 56 4:45 :43 PM 1 4:45:43 PM 4:47:29 PM 0:00:00 0:01:46 0:01:46 Veh icle 57 4:49 :35 PM 1 4:49:35 PM 4:50:28 PM 0:00:00 0:00:53 0:00 :53 Vehicle 58 4 :50 :00 PM 2 4:50:37 PM 4:50:53 PM 0:00:37 0 :00:16 0:00:53 Veh icle 59 4 :51 :04 PM 1 4:5 1 :04 PM 4:51 :12 PM 0:00:00 0 :00:08 0:00:08 Veh icle 60 4:54 :27 PM 1 4:54:27 PM 4:55:14 PM 0:00:00 0:00:47 0:00:47 Veh icle 61 4 :59:35 PM 1 4:59:35 PM 5 :00:20 PM 0:00:00 0:00:45 0 :00 :45 Veh icle 62 5:09:40 PM 1 5 :09:40 PM 5:10:02 PM 0:00:00 0 :00:22 0:00:22 Veh icle 63 5:21 :3 5 PM 1 5 :21:35 PM 5 :23 :17 PM 0:00:00 0 :0 1:42 0 :01:42 Veh icle 64 5:25 :58 PM 1 5 :25:58 PM 5 :26:37 PM 0:00:00 0:00:39 0:00:39 Veh icle 6 5 5:32 :47 PM 1 5 :32 :47 PM 5 :32:57 PM 0:00 :00 0:00:10 0:00:10 Vehicle 66 5:33:37 PM 1 5 :33:37 PM 5 :33:55 PM 0:00:00 0:00:18 0:00:18 Veh icle 67 5 :35 :16 PM 1 5:35 :16 PM 5 :39:43 PM 0:00:00 0 :04 :27 0:04:27 Veh icle 68 5:42 :31 PM 1 5 :42:31 PM 5:42:45 PM 0:00:00 0:00:14 0:00 :14 Veh icle 69 5 :57:52 PM 1 5 :5 7:52 PM 5 :58:20 PM 0:00:00 0:00 :28 0:00 :28 Veh icle 70 6 :01:5 1 PM 1 6:01:51 PM 6:02 :09 PM 0:00:00 0 :00:18 0:00:18 Veh icle 7 1 6 :20 :38 PM 1 6:20:38 PM 6 :21 :13 PM 0:00:00 0 :00:3 5 0 :00:35 97 Vehicle 72 6:39:03 PM 1 6 :39:03 PM 6:39:23 PM 0 :00:00 0 :00:20 0:00:20 Veh icle 73 6:44:58 PM 1 6 :44:58 PM 6:45:24 PM 0 :00:00 0 :00:26 0:00:26 Veh icle 74 7:07 :07 PM 1 7 :07:07 PM 7:07:29 PM 0 :00:00 0 :0 0 :22 0:0 0 :22 Veh icle 75 7:12:52 PM 1 7:12:52 PM 7:13:05 PM 0 :00:00 0:0 0 :13 0:00:13 Veh icle 76 7:14:4 1 PM 1 7 :14:4 1 PM 7:15:09 PM 0 :00:00 0 :00:28 0:00:28 Ve hi cle 77 7:15:36 PM 1 7:15:36 PM 7:15:51 PM 0 :00:00 0:00:15 0:0 0:15 Veh icle 78 7:28:03 PM 1 7 :28:03 PM 7:28:12 PM 0 :00:00 0 :00 :09 0:00:0 9 Veh icle 79 7:28:10 PM 2 7 :28:25 PM 7:3 0:25 PM 0 :00:15 0:02:00 0:02:15 Veh icle 80 7:32 :13 PM 1 7 :32:13 PM 7:32:31 PM 0 :00:00 0 :00:18 0:00:18 Ve hi cle 8 1 7:37:01 PM 1 7 :37:01 PM 7:38:21 PM 0 :00:00 0:01:20 0:01 :20 Vehicle 82 7:43 :22 PM 1 7 :43:22 PM 7:43:50 PM 0 :00:00 0 :00:28 0:00:28 Veh icle 83 7:45:49 PM 1 7 :45:49 PM 7:47:09 PM 0 :00:00 0:01:20 0:0 1 :20 Veh icle 84 8:13 :58 PM 1 8 :13:58 PM 8:14:02 PM 0 :00:00 0 :0 0 :04 0:00:04 Ve hi cle 85 8:20:55 PM 1 8:20:55 PM 8:23:15 PM 0 :00:00 0:02:20 0:02:20 Ve hi cle 86 8:32:07 PM 1 8 :32:07 PM 8:35:45 PM 0 :00:00 0:03:38 0:03:38 Veh icle 87 8:39:52 PM 1 8 :39:52 PM 8:40:23 PM 0 :00:00 0 :00:3 1 0:00:3 1 Vehicle 88 8:56:53 PM 1 8 :56:53 PM 8:57:00 PM 0 :00:00 0 :00:07 0:00:07 Veh icle 89 9:21:00 PM 1 9 :21 :00 PM 9 :2 1 :35 PM 0 :00:00 0 :00:35 0:00:35 Veh icle 90 9:21 :06 PM 2 9 :21:43 PM 9:22:00 PM 0 :00:37 0 :00:17 0:0 0:54 Ve hi cle 9 1 9:41:54 PM 1 9:41:54 PM 9:41 :58 PM 0 :00:00 0:00:04 0:00:04 APPENDIX F DATA COLLECTION 30 Salem Turnpike, Norwich, CT 06360 98 www .cphcorp .com 99 NORWICH CHIPOTLE AERIAL PHOTOGRAPH OCTOBER 2022 100 Restaurant Locati on : 30 Salem Turnpike, Norwich, CT 06360 Data Collection Date: Wednesday, July 13, 2022 Time Entering Number of Time Arriving Time Exiting Time In Queue Pick-Up La ne Vehicles in Queue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 11:03:10 AM 1 11:03:10 AM 11:04:26 AM 0:00:00 0 :01:16 0:01:16 Vehicle 2 11:19 :50 AM 1 11:19:50 AM 11:19:59 AM 0:00:00 0 :00 :09 0:00:09 Veh icle 3 11:44:45AM 1 11:44:45 AM 11:50 :26 AM 0:00:00 0 :05 :41 0:05:41 Veh icle 4 11:48:03 AM 2 11:50:30 AM 11:55:50 AM 0 :02:27 0 :05:20 0 :07:47 Veh icle 5 11:52:10 AM 2 11:55 :55 AM 11:56:26 AM 0:03:45 0 :00:31 0:04:16 Veh icle 6 12 :0 1 :43 PM 1 12 :0 1 :43 PM 12 :04:0 1 PM 0 :00:00 0 :02 :18 0 :02:18 Veh icle 7 12:04 :22 PM 1 12 :04:22 PM 12:05:11 PM 0:00:00 0:00:49 0 :00:49 Veh icle 8 12 :06 :07 PM 1 12:06 :07 PM 12 :06:35 PM 0 :00:00 0 :00:28 0 :00:28 Veh icle 9 12 :14 :29 PM 1 12 :14:29 PM 12:15:40 PM 0:00:00 0 :01:11 0 :0 1:11 Vehicle 10 12 :16:24 PM 1 12:16:24 PM 12 :16 :49 PM 0 :00:00 0 :00:25 0 :00:25 Veh icle 11 12:18:50 PM 1 12 :18:50 PM 12 :20 :14 PM 0:00:00 0 :01:24 0 :01:24 Veh icle 12 12 :26 :32 PM 1 12 :26 :32 PM 12 :32:43 PM 0:00:00 0 :06:11 0 :06:11 Veh icle 13 12:31 :13 PM 2 12 :32 :45 PM 12 :35:42 PM 0:01 :32 0 :02:57 0 :04:29 Vehicle 14 12:32 :47 PM 2 12 :35 :50 PM 12 :36:07 PM 0:03 :03 0 :00:17 0 :03:20 Veh icle 15 12:37:03 PM 1 12:37:03 PM 12:41:36 PM 0:00:00 0 :04:33 0 :04:33 Veh icle 16 12 :49 :27 PM 1 12 :49:27 PM 12 :5 1:16 PM 0 :00:00 0 :0 1:49 0 :01:49 Veh icle 17 1 :17:56 PM 1 1:17:56 PM 1 :19:26 PM 0:00:00 0 :01 :30 0:0 1:30 Vehicle 18 1 :35 :14 PM 1 1:35:14 PM 1:35:42 PM 0:00:00 0 :00:28 0:00:28 Veh icle 19 1 :54:08 PM 1 1:54:08 PM 1:56:16 PM 0:00:00 0 :02:08 0 :02:08 Veh icle 20 1 :58:46 PM 1 1:58:46 PM 1:59:27 PM 0:00:00 0 :00:4 1 0:00:41 Veh icle 2 1 2:10:26 PM 1 2:10 :26 PM 2:11:33 PM 0:00:00 0 :01:07 0:01:0 7 Vehicle 22 2:23 :55 PM 1 2 :23:55 PM 2:25:13 PM 0:00:00 0 :0 1:18 0:01:18 Veh icle 23 2:45:02 PM 1 2:45:02 PM 2:47:00 PM 0:00:00 0 :01 :58 0:0 1:58 Veh icle 24 2:47:16 PM 1 2:47:16 PM 2:47:54 PM 0 :00:00 0 :00:38 0 :00:38 Veh icl e 25 2:48 :56 PM 1 2 :48:56 PM 2:50:26 PM 0:00:00 0 :01:30 0:01:30 Vehicle 26 2 :50:59 PM 1 2 :50:59 PM 2:5 1 :43 PM 0:00:00 0 :00:44 0:00:4 4 Veh icle 27 3:05:07 PM 1 3 :05 :07 PM 3:06:31 PM 0:00:00 0 :01 :24 0:01:24 Veh icle 28 3 :05 :59 PM 2 3 :06:36 PM 3:07:11 PM 0:00:37 0 :00:35 0 :01:12 Veh icle 29 3:08:00 PM 1 3 :08:00 PM 3:09:48 PM 0:00:00 0 :01 :48 0:01:48 Vehicle 30 3:14:18 PM 1 3 :14:18 PM 3:17:35 PM 0:00:00 0 :03 :17 0:03 :17 Veh icle 31 3:16:45 PM 2 3:17:46 PM 3:17:54 PM 0:01:01 0 :00 :08 0:01:09 Veh icle 32 3 :19:43 PM 1 3 :19:43 PM 3:22:04 PM 0 :00:00 0 :0 2:2 1 0 :02:21 Veh icle 33 3 :25 :50 PM 1 3 :25 :50 PM 3:28:18 PM 0:00:00 0 :02:28 0:02:28 Vehicle 34 4:04:32 PM 1 4:04:32 PM 4:07:06 PM 0:00:00 0 :02 :34 0:02:34 Veh icle 35 4:08:40 PM 1 4:08:40 PM 4:08:54 PM 0:00:00 0 :00:14 0:00:14 Veh icle 36 4:11 :42 PM 1 4:11:42 PM 4:12:14 PM 0:00:00 0 :00:32 0:00:32 Veh icle 37 4:37:13 PM 1 4:37:13 PM 4:37:49 PM 0 :00:00 0 :00 :36 0:00:36 Veh icle 38 4:38:20 PM 1 4:38:20 PM 4:39:06 PM 0:00:00 0 :00:46 0 :00:46 Veh icle 39 5:00:36 PM 1 5:00:36 PM 5:01 :33 PM 0:00:00 0 :00:57 0:00:57 Veh icle 40 5:18:25 PM 1 5 :18:25 PM 5:18:50 PM 0:00:00 0:00 :25 0:00:25 Vehicle 4 1 5 :18:28 PM 2 5 :18:58 PM 5 :20:25 PM 0:00:30 0 :01:27 0:0 1:57 Vehicle 42 5:22:41 PM 1 5 :22:41 PM 5:23:01 PM 0:00:00 0 :00:20 0:00:20 Veh icle 43 5 :28:22 PM 1 5 :28:22 PM 5:29:26 PM 0 :00:00 0 :01:04 0:01:04 Veh icle 44 5:30:06 PM 1 5 :30:06 PM 5:3 1 :01 PM 0:00:00 0:00:55 0:00:55 Ve hicle 45 5 :32 :55 PM 1 5 :32 :55 PM 5:33:48 PM 0 :00:00 0 :0 0 :53 0:00:53 Veh icle 46 5:33:47 PM 2 5 :33:54 PM 5:35:39 PM 0:00:07 0 :01:45 0:01:52 Veh icle 47 5:51 :52 PM 1 5 :5 1:52 PM 5:52:35 PM 0:00:00 0 :00 :43 0:00:43 Veh icle 48 5:52:24 PM 2 5 :52:41 PM 5:55:20 PM 0:00 :17 0:02:39 0:02:56 Vehicle 49 5 :57:12 PM 1 5 :57:12 PM 6:00:42 PM 0:00:00 0 :03:30 0:03:30 Vehicle 50 5:57:26 PM 2 6 :00:55 PM 6:0 1 :3 4 PM 0:03:29 0 :00:39 0:04:08 Veh icle 5 1 5 :58:02 PM 3 6 :01 :41 PM 6 :04:35 PM 0:03 :39 0 :0 2:54 0:06:33 Veh icle 52 6 :03 :49 PM 2 6 :04:42 PM 6:06:48 PM 0:00:53 0:02:0 6 0:02:59 Veh icle 53 6 :05:16 PM 2 6 :06:55 PM 6 :13:07 PM 0 :01:39 0 :06 :12 0:07:51 Veh icle 54 6:05:19 PM 3 6:13:13 PM 6:14:48 PM 0:07:54 0 :01:35 0:09:29 Veh icle 55 6 :07:08 PM 3 6 :14:54 PM 6:2 1 :18 PM 0:07:46 0 :06 :24 0:14:10 Veh icle 56 6:07:49 PM 4 6 :21:25 PM 6:23:01 PM 0 :13:36 0 :01:36 0:15:12 Veh icle 57 6 :10:26 PM 5 6 :23:04 PM 6:26:09 PM 0:12:38 0 :03 :05 0:15:43 Vehicle 58 6:11:51 PM 6 6 :16:15 PM 6:27:02 PM 0:04:24 0 :10 :47 0 :15:11 Ve hicle 59 6:13 :11 PM 7 6 :27:08 PM 6 :28 :13 PM 0:13 :57 0 :01:05 0:15:02 Veh icle 60 6:21 :30 PM 6 6 :28:16 PM 6:35:28 PM 0:06:46 0 :0 7:12 0:13:58 Veh icle 6 1 6 :22:30 PM 6 6 :35 :34 PM 6:35:43 PM 0:13 :04 0 :0 0 :09 0:13:13 Veh icle 62 6:22 :55 PM 7 6 :35:49 PM 6 :37:56 PM 0:12:54 0 :02 :07 0:15:01 Veh icle 63 6:24:40 PM 7 6 :38:04 PM 6:4 1 :10 PM 0:13:24 0 :03 :06 0:16:30 Veh icle 64 6:26:50 PM 7 6 :41:12 PM 6:4 1 :48 PM 0 :14:22 0 :00:36 0:14:58 Veh icle 65 6:26:58 PM 8 6 :41:53 PM 6:42:21 PM 0:14:55 0 :00:28 0:15:23 Vehicle 66 6:30:04 PM 7 6 :42:21 PM 6:42:45 PM 0:12:17 0 :00:24 0:12:41 Veh icl e 67 6:34:48 PM 8 6 :42 :53 PM 6 :44:22 PM 0:08:05 0 :01:29 0:09:3 4 Veh icle 68 6:37 :33 PM 7 6 :44:28 PM 6:48:08 PM 0:06:55 0 :03:40 0:10:35 Veh icle 6 9 6 :39:57 PM 7 6 :48:10 PM 6 :48:52 PM 0:08:13 0 :00 :42 0:08:55 Veh icle 70 6:40:07 PM 8 6:48:56 PM 6 :50:40 PM 0:08:49 0 :0 1:44 0:10:33 Veh icle 7 1 6 :40 :27 PM 9 6 :50:42 PM 6:52:27 PM 0:10:15 0 :0 1:45 0:12 :00 101 Vehicle 72 6:45:07 PM 5 6 :51:30 PM 6:54:07 PM 0:06:23 0 :02:37 0:09:00 Veh icle 73 6:47:28 PM 6 6:54:12 PM 6:55 :10 PM 0:06:44 0 :00:58 0:07:42 Veh icle 74 6:56:30 PM 1 6 :56:30 PM 6:56:51 PM 0:00:00 0:00:2 1 0:00:2 1 Veh icle 75 6:59:56 PM 1 6:59:56 PM 7:00:15 PM 0:00:00 0:00:19 0:00:19 Ve hicle 76 7:01 :32 PM 1 7:01:32 PM 7:03:12 PM 0 :00:00 0 :01:40 0:01:40 Ve hi cle 77 7:03:49 PM 1 7:03:49 PM 7:04:13 PM 0:00:00 0 :00:24 0:00:24 Veh icle 78 7:05 :43 PM 1 7:05:43 PM 7:06:00 PM 0:00:00 0:00 :17 0:00:17 Ve hicl e 79 7:05:59 PM 2 7:06:12 PM 7:06:30 PM 0:00:13 0 :00:18 0:00:31 Ve hicle 80 7:19:19 PM 1 7:19:19 PM 7:21:34 PM 0:00:00 0 :02:15 0:02 :15 Veh icle 8 1 7:19:50 PM 2 7:21:43 PM 7:22:10 PM 0:01:53 0 :00:27 0:02:20 Vehicle 82 7:26:55 PM 1 7 :26:55 PM 7:27:38 PM 0 :00:00 0 :00:43 0:00:43 Ve hicl e 83 7:29:53 PM 1 7 :29:5 3 PM 7:30:50 PM 0 :00:00 0:00:57 0:00:57 Ve hicle 84 7:33:04 PM 1 7:33:04 PM 7:34:40 PM 0 :00:00 0 :01:36 0:01:36 Veh icle 85 7:36:01 PM 1 7:36:01 PM 7:36:52 PM 0:00:00 0 :00:5 1 0 :00:5 1 Veh icle 86 7:37:3 1 PM 1 7:37:31 PM 7:39:41 PM 0 :00:00 0 :02:10 0 :02:10 Ve hicl e 87 7:50:31 PM 1 7 :50:31 PM 8:00:18 PM 0:00:00 0 :09:47 0:09:47 Vehicle 88 7:53 :36 PM 2 8 :00:27 PM 8:01:20 PM 0:06:5 1 0 :00:53 0:07:44 Ve hi cle 89 7:58:53 PM 3 8:01 :24 PM 8:02:02 PM 0:02:31 0 :00:38 0:03:09 Ve hicle 90 8:00:42 PM 3 8:02:08 PM 8:06:45 PM 0:01:26 0 :04:37 0 :06:03 Veh icle 9 1 8:00:44 PM 4 8:06:52 PM 8:10:16 PM 0 :06:08 0 :03 :24 0:09:32 Ve hicle 92 8:01 :58 PM 4 8:10:22 PM 8:15:08 PM 0 :08:24 0 :04:46 0:13:10 Veh icle 93 8:05:05 PM 4 8:15 :16 PM 8:23:45 PM 0:10:11 0 :08 :29 0:18:40 Veh icle 94 8 :2 3:52 PM 1 8:23:52 PM 8:35:52 PM 0 :00:00 0:12 :00 0:12 :00 Ve hicl e 95 8:36:56 PM 1 8 :36:56 PM 8:47:08 PM 0:00:00 0 :10:12 0:10:12 Vehicle 96 8:42 :37 PM 2 8 :47:16 PM 8:50:18 PM 0:04:39 0 :03:02 0:07:4 1 Ve hicl e 97 8 :53:49 PM 1 8:53:49 PM 8:54:34 PM 0:00:00 0 :00:45 0:00:45 Vehicle 98 9:00:14 PM 1 9 :00:14 PM 9:02:47 PM 0 :00:00 0 :02:33 0:02:33 Ve hicl e 99 9:02:00 PM 2 9:03:04 PM 9:08:38 PM 0:01:04 0:05 :34 0:06:38 Ve hicle 100 9 :09:54 PM 1 9 :09:54 PM 9:12:31 PM 0 :00:00 0 :02:37 0 :02:37 Veh icle 101 9:15:14 PM 1 9:15:14 PM 9:22:36 PM 0:00:00 0 :07 :22 0 :07:22 Ve hicle 102 9:16 :51 PM 2 9:22:43 PM 9:3 0:20 PM 0 :05:52 0 :07:37 0 :13:29 Ve hicl e 103 9:17:37 PM 3 9 :30:25 PM 9:30:39 PM 0:12:48 0 :00:14 0 :13:02 Vehicle 104 9:18:53 PM 4 9:30:46 PM 9:30:55 PM 0:11:53 0 :00:09 0 :12 :02 Ve hicl e 105 9:30:0 1 PM 4 9 :31:05 PM 9:32:46 PM 0:01:04 0 :01:41 0 :02:45 102 Restaurant Locat ion : 30 Salem Turnpike, Norwich, CT 06360 Data Collection Date: Thursday, July 14, 2022 Time Entering Number of Time Arriving Time Exiting Time In Queue Pick-Up Lane Vehicles in Que ue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 10:59:47 AM 1 10:59:47 AM 11:12:17 AM 0 :00:00 0:12 :30 0 :12:30 Vehicle 2 11:31:15 AM 1 11:31:15 AM 11:31 :49 AM 0 :00:00 0:00:34 0 :00:34 Veh icle 3 11:34:33 AM 1 11:34:33 AM 11:36:55 AM 0 :00:00 0:02:22 0 :02:22 Veh icle 4 11:40:07 AM 1 11:40:07 AM 11:45:58 AM 0 :00:00 0:05:51 0 :05:5 1 Veh icle 5 11:46:40AM 1 11:46:40AM 11:47:00 AM 0 :00:00 0 :00:20 0:00:20 Veh icle 6 11:54:11 AM 1 11:54:11 AM 12 :00:09 PM 0 :00:00 0:05:58 0:05:58 Veh icle 7 11:55:23 AM 2 12 :00:17 PM 12:01:47 PM 0 :04:54 0:01:30 0:06:24 Ve hi cle 8 12 :01 :00 PM 2 12:01 :52 PM 12 :04:23 PM 0 :00:52 0 :02:31 0:03:23 Veh icle 9 12:01:44 PM 3 12 :04:31 PM 12:04:56 PM 0 :02 :47 0:00:25 0 :03:12 Veh icle 10 12 :06 :15 PM 1 12:06:15 PM 12:07:22 PM 0 :00:00 0:01:07 0 :01:07 Veh icle 11 12:06 :32 PM 2 12:07:27 PM 12:11:13 PM 0 :00:55 0:03:46 0 :04:41 Veh icle 12 12 :11 :50 PM 1 12 :11 :50 PM 12:13:42 PM 0 :00:00 0:01:52 0:01:52 Ve hi cle 13 12:18:45 PM 1 12:18:45 PM 12:19:46 PM 0 :00:00 0:01:01 0 :01:01 Veh icle 14 12:21 :46 PM 1 12:21 :46 PM 12 :28:37 PM 0 :00:00 0:06:5 1 0 :06:51 Veh icle 15 12:22 :31 PM 2 12 :22:43 PM 12:23:45 PM 0 :00:12 0:01:02 0 :01 :14 Veh icle 16 12 :23:38 PM 2 12 :23 :55 PM 12 :24 :18 PM 0 :00:17 0:00:23 0:00:40 Veh icle 17 12:26:37 PM 1 12 :26 :37 PM 12:27:17 PM 0 :00:00 0:00:40 0 :00:40 Vehicle 18 12 :29 :31 PM 1 12 :29:31 PM 12 :30:02 PM 0 :00:00 0 :0 0 :3 1 0 :00 :31 Veh icle 19 12:49 :32 PM 1 12 :49:32 PM 12:55:32 PM 0 :00:00 0:06:00 0 :06 :00 Veh icle 20 12 :51 :38 PM 2 12 :55:39 PM 12 :57:35 PM 0 :04 :01 0:01 :56 0 :05:57 Veh icle 21 1 :08:52 PM 1 1:08:52 PM 1 :14:02 PM 0 :00:00 0 :05:10 0 :05:10 Vehicle 22 1 :37 :08 PM 1 1:37:08 PM 1:38:17 PM 0 :00:00 0:01:09 0 :01:09 Veh icle 23 1 :38:06 PM 2 1:38:29 PM 1:39:40 PM 0 :00:23 0:01:11 0 :01:34 Veh icle 24 1 :43:53 PM 1 1:43 :53 PM 1 :44:14 PM 0 :00:00 0 :00:2 1 0:00:21 Veh icl e 25 1 :51:23 PM 1 1:5 1 :23 PM 1 :52:32 PM 0 :00:00 0 :01:09 0 :0 1:09 Veh icle 26 1 :55 :15 PM 1 1:55:15 PM 1:57:26 PM 0 :00:00 0 :02:11 0 :02:11 Veh icle 27 2:35:40 PM 1 2 :35:40 PM 2:37:53 PM 0 :00:00 0:02:13 0 :02:13 Veh icle 28 2 :53:50 PM 1 2 :53:50 PM 2:54:32 PM 0 :00:00 0 :00 :42 0 :00:42 Veh icle 29 2:55:31 PM 1 2:55:31 PM 2:56:08 PM 0 :00:00 0 :00 :37 0 :00 :3 7 Veh icle 30 3:18:20 PM 1 3:18:20 PM 3:18:38 PM 0 :00:00 0:00 :18 0 :00 :18 Veh icle 3 1 3:20:32 PM 1 3 :20:32 PM 3:22:27 PM 0 :00:00 0:01:55 0 :01:55 Veh icle 32 3:21 :56 PM 2 3 :22:35 PM 3:22:46 PM 0 :00:39 0 :0 0 :11 0 :00 :5 0 Veh icle 33 3 :30:13 PM 1 3 :30:13 PM 3:30:23 PM 0 :00:00 0 :00:10 0 :00 :10 Vehicle 34 3:33:12 PM 1 3:33:12 PM 3:34:46 PM 0 :00:00 0:01:34 0 :01:34 Veh icle 35 3:48:12 PM 1 3 :48:12 PM 3:49:00 PM 0 :00:00 0:00 :48 0 :00:48 Veh icle 36 3 :52:16 PM 1 3:52:16 PM 3:54:06 PM 0 :00:00 0 :01:50 0 :01:50 Veh icle 37 4:03:02 PM 1 4:03 :02 PM 4:03:55 PM 0 :00:00 0 :00 :53 0 :00:53 Veh icle 38 4:05:52 PM 1 4:05:52 PM 4:06:52 PM 0 :00:00 0:01:00 0 :01:00 Ve hi cle 39 4:37:27 PM 1 4:37:27 PM 4:39:22 PM 0 :00:00 0:01:55 0 :01:55 Veh icle 40 4:46 :33 PM 1 4:46:33 PM 4:46:47 PM 0 :00:00 0 :0 0 :14 0 :00 :14 Ve hi cle 4 1 4:48:33 PM 1 4:48:33 PM 4:50:01 PM 0 :00:00 0 :01:28 0 :01:28 Vehicle 42 4:54:26 PM 1 4:54:26 PM 4:56:51 PM 0 :00:00 0 :02:25 0 :02:25 Veh icle 43 5 :06:01 PM 1 5 :06:01 PM 5:09:04 PM 0 :00:00 0 :03:03 0 :03:03 Vehicle 44 5:11 :58 PM 1 5:11:58 PM 5:12:49 PM 0 :00:00 0:00 :5 1 0:00:51 Veh icle 45 5:15:32 PM 1 5:15:32 PM 5:16:58 PM 0 :00:00 0 :0 1:26 0:01:26 Veh icle 46 5 :21:20 PM 1 5:21:20 PM 5:22:52 PM 0 :00:00 0:01:32 0 :01:32 Veh icle 47 5:27:09 PM 1 5 :27:09 PM 5:32:26 PM 0 :00:00 0:05:17 0 :0 5:17 Veh icle 48 5:28:02 PM 2 5 :32:32 PM 5:34:47 PM 0 :04 :30 0 :02:15 0 :06 :45 Veh icle 49 5:39:10 PM 1 5 :39:10 PM 5:40:4 3 PM 0 :00:00 0 :0 1:33 0:01:33 Vehicle 50 5:51 :34 PM 1 5 :51:34 PM 5:5 1 :58 PM 0 :00:00 0:00 :24 0 :00 :24 Veh icle 5 1 6:03:24 PM 1 6 :03:24 PM 6 :04:47 PM 0 :00:00 0 :01:23 0 :0 1:23 Veh icle 52 6:24:00 PM 1 6 :24:00 PM 6:25:16 PM 0 :00:00 0:01 :16 0 :01:16 Veh icle 53 6:28:20 PM 1 6:28:20 PM 6:37:26 PM 0 :00:00 0 :09:06 0 :0 9 :06 Veh icle 54 6:40:09 PM 1 6:40:09 PM 6:42:37 PM 0 :00:00 0 :02:28 0 :02:28 Veh icle 55 6:43:27 PM 1 6 :43 :27 PM 6:44:50 PM 0 :00 :00 0:01:23 0 :01:23 Veh icle 56 6 :4 6:23 PM 1 6:46:23 PM 6:49:25 PM 0 :00:00 0 :03:02 0 :03:02 Veh icle 57 6:46:50 PM 2 6 :49:30 PM 6:52:57 PM 0 :02 :40 0 :03:27 0 :06:07 Vehicle 58 6:47:26 PM 3 6 :53:07 PM 6:53:32 PM 0 :05 :41 0 :00:25 0 :06:06 Ve hicle 59 6:52 :09 PM 3 6 :53:45 PM 6 :57 :12 PM 0 :01 :36 0 :03:27 0 :05:03 Veh icle 60 6:54:36 PM 2 6:57:22 PM 6:59:41 PM 0 :02 :46 0:02 :19 0 :0 5:05 Veh icle 6 1 6:54:56 PM 3 6 :59:47 PM 7 :00 :55 PM 0 :04 :51 0 :0 1:08 0 :05:5 9 Veh icle 62 6:59:29 PM 3 7:01:01 PM 7:0 1 :10 PM 0 :01 :32 0 :00 :09 0 :01:41 Veh icle 63 7 :06:45 PM 1 7 :06:45 PM 7 :07:08 PM 0 :00:00 0 :00:23 0 :00 :23 Veh icle 64 7:15 :56 PM 1 7:15:56 PM 7:16:26 PM 0 :00:00 0 :00:30 0 :00 :30 Veh icle 65 7:25 :01 PM 1 7 :25 :01 PM 7 :25:25 PM 0 :00:00 0 :00 :24 0 :00:24 Vehicle 66 7:33:03 PM 1 7:33:03 PM 7:34:40 PM 0 :00:00 0:01:37 0 :01:37 Veh icl e 67 7:37:05 PM 1 7 :37:05 PM 7 :3 7:2 1 PM 0 :00:00 0 :00:16 0 :00:16 Veh icle 68 7:47:27 PM 1 7 :47:27 PM 7:47:42 PM 0 :00:00 0 :00 :15 0 :00:15 Veh icle 69 7:52:55 PM 1 7 :52:55 PM 7:55:17 PM 0 :00:00 0 :02:22 0 :02:22 Veh icle 7 0 8:06:03 PM 1 8:06:03 PM 8:06:16 PM 0 :00:00 0 :00 :13 0 :00:13 Veh icle 71 8:08:21 PM 1 8:08:21 PM 8:08:55 PM 0 :00:00 0:00:34 0 :00:34 103 Ve hi cle 72 8:10:44 PM 1 8:10:44 PM 8:11:29 PM 0 :00:00 0:00:45 0:00:45 Veh icle 73 8:13:38 PM 1 8:13:38 PM 8:16:05 PM 0 :00:00 0 :02:27 0:02:27 Vehicle 74 8 :36:17 PM 1 8 :36:17 PM 8:37:31 PM 0 :00:00 0:0 1:14 0:01:14 Ve h icle 75 8:58:06 PM 1 8:58:06 PM 8:58:31 PM 0:00:00 0:0 0:25 0 :00:25 Ve hicle 7 6 9 :06:34 PM 1 9:06:34 PM 9:18:15 PM 0 :00:00 0:11:41 0:11:41 Veh icle 77 9:08:36 PM 2 9:18:23 PM 9:24:09 PM 0 :09 :47 0:05:46 0 :15 :33 Veh icle 7 8 9:11 :06 PM 3 9 :24:15 PM 9:27:28 PM 0 :13:09 0 :03:13 0:16:22 Ve h icle 79 9:11:25 PM 4 9 :27:34 PM 9:3 1 :57 PM 0 :16:09 0:04:23 0 :20:3 2 Ve h icle 80 9:11 :4 8 PM 5 9 :3 2:04 PM 9:32:19 PM 0 :20:16 0:00:15 0 :20 :3 1 Veh icle 8 1 9:14:54 PM 6 9:32:27 PM 9:32 :36 PM 0 :17:33 0:00:09 0:17:42 Veh icle 82 9:18 :50 PM 6 9 :32 :41 PM 9:33:00 PM 0 :13:51 0:0 0:19 0:14:10 Ve h icle 83 9:21 :04 PM 7 9:33:05 PM 9:34:05 PM 0 :12:01 0:01:00 0 :13:0 1 Ve h icle 84 9:45:55 PM 1 9:45:55 PM 9:46:17 PM 0 :00:00 0:00:22 0:00:22 104 Resta urant Location : 30 Salem Turnpike, Norwich, CT 06360 Data Collection Date: Fri day, Ju ly 15, 2022 T ime Entering Number of Time Arriving Time Exiti ng Tim e In Queue Pic k-Up Lane Veh ic les in Que ue At Window Pic k-U p Lane Pr ior To Window Tim e At W i ndow Tot al Serv ice Time Veh icle 1 11:43:57 AM 1 11:43:57 AM 11:44:21 AM 0:00:00 0:00:24 0:00:24 Vehicle 2 12 :10:4 5 PM 1 12 :10:45 PM 12:11:18 PM 0:00:00 0:00:33 0:00:33 Veh icle 3 1:10:11 PM 1 1:10:11 PM 1:11:22 PM 0:00:00 0 :01:11 0 :0 1 :11 Veh icle 4 3:50:04 PM 1 3:50:04 PM 3:54:13 PM 0 :00:00 0:04:09 0:04:09 Veh icle 5 3:58:22 PM 1 3:58:22 PM 4:02:22 PM 0:00:00 0:04:00 0:04:00 Veh icle 6 4:10:22 PM 1 4:10:22 PM 4:11:10 PM 0 :00:00 0:00:48 0:00:48 Veh icle 7 4:22 :02 PM 1 4:22 :02 PM 4:23:00 PM 0 :00:00 0:00:58 0:00:58 Vehicle 8 4:55:12 PM 1 4:55 :12 PM 4:55:45 PM 0:00:00 0:00:33 0:00:33 Veh icle 9 5:03:15 PM 1 5:03:15 PM 5 :05 :30 PM 0 :00:00 0:02:15 0:02:15 Ve hi cle 10 5:09:23 PM 1 5:09:23 PM 5:10:42 PM 0 :00:00 0:01:19 0:01:19 Veh icle 11 5:18:49 PM 1 5 :18:49 PM 5:18:57 PM 0:00:00 0:00:08 0:00:08 Veh icle 12 5 :2 6 :43 PM 1 5 :2 6:43 PM 5:26:55 PM 0 :00 :00 0:00:12 0:00:12 Veh icle 13 5:28:24 PM 1 5 :28:24 PM 5:31:33 PM 0 :00:00 0:03:09 0:03:09 Vehicle 14 5:30:03 PM 2 5 :3 1:38 PM 5:32:00 PM 0 :0 1:35 0:00:22 0:01:57 Veh icle 15 5:49:58 PM 1 5:49:58 PM 5:51:35 PM 0 :00:00 0:01:37 0:01:37 Veh icle 16 5:53 :0 1 PM 1 5 :53:01 PM 5:5 3:45 PM 0:00:00 0:00:44 0 :00:44 Veh icle 17 5 :5 6 :23 PM 1 5 :56:23 PM 6:06:55 PM 0:00:00 0:10:32 0:10:32 Vehicle 18 6:06:12 PM 2 6 :06:59 PM 6:11:47 PM 0:00:47 0:04:48 0:05:35 Veh icle 19 6 :06:51 PM 3 6 :11:50 PM 6:16:31 PM 0:04:59 0:04:41 0:09:40 Veh icle 20 6:07 :52 PM 3 6:16 :35 PM 6:29:46 PM 0 :08 :43 0:13:11 0:21:54 Ve hi cle 21 6:28:3 1 PM 3 6:33:28 PM 6:49:07 PM 0:04:57 0:15:39 0:20:36 Vehicle 22 6:30:05 PM 3 6 :49:15 PM 6:51:34 PM 0 :19 :10 0:02:19 0:21:29 Veh icle 23 6:34:19 PM 3 6:51:38 PM 6:57:19 PM 0 :1 7 :1 9 0:05:41 0:23:00 Veh icle 24 6:40:30 PM 4 6 :57:26 PM 6:59:11 PM 0 :16:56 0:0 1:45 0:18:41 Veh icle 25 6:41:00 PM 5 6 :59:16 PM 7:02:40 PM 0 :18 :16 0:03:24 0:21:40 Ve hi cle 26 6:46:09 PM 6 7:02:45 PM 7:04:50 PM 0 :16 :36 0:02:05 0:18:41 Veh icle 27 6:46:49 PM 7 7 :04:55 PM 7:05:55 PM 0 :18:06 0:01:00 0:19:06 Ve hi cle 28 6:48:54 PM 8 7:06:03 PM 7:07:12 PM 0 :17 :09 0:0 1:09 0:18:18 Veh icle 29 7:02:57 PM 4 7 :07:20 PM 7:10:53 PM 0 :04:23 0:03:33 0:07:56 Veh icle 30 7:17:05 PM 1 7:17:05 PM 7:20:03 PM 0 :00:00 0:02:58 0:02:58 Veh icle 31 7 :19:31 PM 1 7 :20:31 PM 7:24:09 PM 0 :01:00 0:03:38 0:04:38 Veh icle 32 7:26:15 PM 1 7:26:15 PM 7:26:36 PM 0 :00:00 0:00:21 0:00:21 Veh icle 33 7:3 1 :14 PM 1 7 :31:14 PM 7:31:35 PM 0 :00:00 0:00:21 0:00:21 Ve hi cle 34 7:55:10 PM 1 7:55:10 PM 7:55 :31 PM 0 :00:00 0:00:21 0:00:21 Ve hicle 35 7:56:06 PM 1 7 :56:06 PM 7:56:19 PM 0:00:00 0:00:13 0:00:13 Veh icle 36 7:56:27 PM 1 7 :56:27 PM 7:56:55 PM 0 :00:00 0:00:28 0:00:28 Veh icle 37 8:02:38 PM 1 8:02:38 PM 8:03:23 PM 0 :00:00 0:00:45 0:00:45 Veh icle 38 8 :10:07 PM 1 8:10:07 PM 8:14:04 PM 0 :00:00 0:03:57 0:03:57 Veh icle 39 8:11:17 PM 2 8:14:12 PM 8:14:26 PM 0 :02 :55 0:00:14 0:03:09 Veh icle 40 8:26:56 PM 1 8:26:56 PM 8:27:34 PM 0 :00:00 0:00:38 0:00:38 Veh icle 4 1 8:30:18 PM 1 8 :30:18 PM 8:32:18 PM 0 :00:00 0:02:00 0:02:00 Ve hi cle 42 8:54:53 PM 1 8:54:53 PM 8:59:51 PM 0:00:00 0:04:58 0:04:58 Ve hicle 43 8:57:53 PM 2 8:59:58 PM 9:00:43 PM 0:02 :05 0 :0 0 :45 0:02:50 Vehicle 44 8:57 :57 PM 3 9:00:50 PM 9:04:45 PM 0 :02 :53 0:03:55 0:06:48 Veh icle 45 9:13:42 PM 1 9:13:42 PM 9:20:40 PM 0 :00:00 0:06:58 0:06:58 Veh icle 46 9:30:17 PM 1 9:30:17 PM 9:30:36 PM 0 :00:00 0:00:19 0:00:19 Veh icle 47 9:36:44 PM 1 9 :36:44 PM 9:43:46 PM 0 :00:00 0:07:02 0:07:02 Veh icle 48 9:37:06 PM 2 9 :43:48 PM 9:45:45 PM 0 :06:4 2 0:01:57 0:08:39 Veh icle 49 9:37:58 PM 3 9:45 :50 PM 9:46:02 PM 0 :07 :52 0:00:12 0:08:04 105 Restaurant Location : 30 Salem Turnpike, Norwich, CT 06360 Data Collection Date: Saturday, Ju ly 16, 2022 T ime Entering Number of Time Arriving Time Exiting Time In Queue Pick-Up Lane Vehicles in Que ue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 3:58:35 PM 1 3:58:35 PM 3:59:57 PM 0 :00:00 0:01:22 0:0 1 :22 Vehicle 2 3:58:40 PM 2 4:00:09 PM 4:00:55 PM 0 :01 :29 0 :00:46 0:02:15 Veh icle 3 3:59:06 PM 3 4:01 :02 PM 4:02:02 PM 0 :01 :56 0:01:00 0:02:56 Veh icle 4 4:06:07 PM 1 4:06:0 7 PM 4:06:12 PM 0 :00:00 0 :00:05 0:00:05 Veh icle 5 4:10:21 PM 1 4:10:21 PM 4:10:31 PM 0 :00:00 0:00:10 0:0 0:10 Veh icle 6 4:44:39 PM 1 4:44:39 PM 4:45:09 PM 0 :00:00 0 :00:30 0:00:30 Veh icle 7 4:53:38 PM 1 4:53 :38 PM 4:55:25 PM 0 :00:00 0:01:47 0:01:47 Vehicle 8 5:01 :08 PM 1 5:01 :08 PM 5:01:36 PM 0 :00:00 0 :00:28 0:00:28 Veh icle 9 5:02 :09 PM 1 5:02 :09 PM 5 :03:17 PM 0 :00:00 0:01:08 0:01 :08 Veh icle 10 5:14:26 PM 1 5 :14:26 PM 5:14:44 PM 0 :00:00 0:00:18 0:00:18 Veh icle 11 5:18:40 PM 1 5 :18:40 PM 5 :19:20 PM 0 :00:00 0:00:40 0:00:40 Veh icle 12 5:29:16 PM 1 5 :29:16 PM 5:32:38 PM 0 :00:00 0 :03:22 0:03:22 Veh icle 13 5:29:55 PM 2 5 :32:46 PM 5:3 3:47 PM 0 :02 :51 0:0 1:01 0:03:52 Vehicle 14 5:31 :00 PM 3 5 :33:54 PM 5:34:00 PM 0 :02 :54 0 :00:06 0 :03:00 Veh icle 15 5 :51:27 PM 1 5:51:27 PM 5:51:50 PM 0 :00:00 0:00:23 0:00:23 Veh icle 16 6 :10:07 PM 1 6 :10:07 PM 6:11:47 PM 0 :00:00 0:0 1:40 0:01:40 Veh icle 17 6:11 :14 PM 2 6 :12:11 PM 6:12:31 PM 0 :00:57 0:00:20 0:0 1:17 Vehicle 18 6:18:17 PM 1 6 :18:17 PM 6:19:24 PM 0 :00:00 0 :0 1:07 0:01:07 Veh icle 19 6:18:37 PM 2 6 :19:35 PM 6:24:22 PM 0 :00:58 0 :04:47 0:05:45 Veh icle 20 6:23 :00 PM 2 6 :24:31 PM 6:26:17 PM 0 :01 :31 0 :01 :46 0:03:17 Veh icle 2 1 6:32:39 PM 1 6 :32:39 PM 6:35:10 PM 0 :00:00 0:02:3 1 0:02:3 1 Vehicle 22 6:50:49 PM 1 6 :50:49 PM 6:52:40 PM 0 :00:00 0:01 :51 0:01:51 Veh icle 23 6:57:37 PM 1 6 :57:37 PM 6:59:40 PM 0 :00:00 0 :02:03 0:02:03 Veh icle 24 7:00:18 PM 1 7 :00:18 PM 7:00:52 PM 0 :00:00 0:00:34 0:00:34 Veh icle 25 7:04:40 PM 1 7 :04:40 PM 7:06:07 PM 0 :00:00 0:01:27 0:0 1:27 Vehicle 26 7:13 :28 PM 1 7 :13:28 PM 7:14:47 PM 0 :00:00 0 :0 1:19 0:01:19 Veh icle 27 7 :20:55 PM 1 7 :20:55 PM 7:2 1 :57 PM 0 :00:00 0:01:02 0:01 :02 Veh icle 28 7:37:23 PM 1 7 :37:23 PM 7:37:49 PM 0 :00:00 0 :00:26 0:00:26 Veh icle 29 7:40:20 PM 1 7:40:20 PM 7:40:40 PM 0 :00:00 0:00:20 0:00:20 Veh icle 30 7:42 :59 PM 1 7 :42:59 PM 7:43:22 PM 0 :00:00 0 :00:23 0:00:23 Veh icle 3 1 7:47:56 PM 1 7 :47:56 PM 7 :49:06 PM 0 :00:00 0 :01:10 0:01 :10 Veh icle 32 7:57:03 PM 1 7 :57:03 PM 7:57:45 PM 0 :00:00 0:00:42 0:00:42 Veh icle 33 8:04:02 PM 1 8 :04:02 PM 8:04:20 PM 0 :00:00 0:00:18 0:00:18 Vehicle 34 8:18:33 PM 1 8 :18:33 PM 8:19:26 PM 0 :00:00 0:00:53 0:00:53 Veh icle 35 8:29:27 PM 1 8 :29:27 PM 8:30:43 PM 0 :00:00 0 :01:16 0:01 :16 Veh icle 36 8:52 :06 PM 1 8 :52:06 PM 8:52:31 PM 0 :00:00 0 :00:25 0:00:25 Veh icle 37 9:03 :30 PM 1 9:03:30 PM 9:06:33 PM 0 :00:00 0 :03:03 0:03:03 Veh icle 38 9:13 :50 PM 1 9 :13:50 PM 9:14:14 PM 0 :00:00 0:00:24 0:00:24 Veh icle 39 9:25 :18 PM 1 9 :25:18 PM 9:25:39 PM 0 :00:00 0:00:2 1 0:00:2 1 Veh icle 40 9:34:52 PM 1 9 :34:52 PM 9:35:26 PM 0 :00:00 0 :00:34 0:00:34 APPENDIX G DATA COLLECTION 1291 Hill Road N., Pickerington, OH 43147 106 www .cphcorp .com 107 ~ I I i, I i .... !'5l'll!ll ... PICKERINGTON CHIPOTLE AERIAL PHOTOGRAPH OCTOBER 2022 108 Rest aurant Locati on: 1291 Hi ll Road N., Pickerington, OH 43 147 Data Collection Date: Wednesday,August3,2022 T ime Entering Number of Time Arriving Time Exiti ng Time In Queue Pick-Up La ne Ve hicles in Que ue At Window Pick -Up Lane Prior To Window Time At Window T otal Service Time Veh icle 1 10:51:32 AM 1 10:51:32 AM 10:57:34 AM 0:00:00 0:06:02 0:06:02 Ve hicle 2 11:03 :57 AM 1 11:03:57 AM 11:04:49 AM 0:00:00 0 :00:52 0:00:52 Veh icle 3 11:15:05 AM 1 11:15:05 AM 11:15:54 AM 0:00:00 0 :00:49 0:00:49 Vehicle 4 11:15 :36 AM 2 11:16:01 AM 11:18:05 AM 0:00:25 0 :02:04 0 :02:29 Veh icle 5 11:17:42 AM 2 11:18:15 AM 11:19:35 AM 0 :00:33 0:01:20 0:01:53 Ve hicle 6 11:22:26 AM 1 11:22:26 AM 11:23:25 AM 0 :00:00 0 :00:59 0 :00:59 Veh icle 7 11:22:26 AM 2 11:23 :34 AM 11:24:44AM 0:01:08 0 :01:10 0:02 :18 Veh icle 8 11:34:50 AM 1 11:34:50 AM 11:37:19 AM 0:00:00 0:02 :29 0:02:29 Veh icle 9 11:34:53 AM 2 11:37:30 AM 11:38:38 AM 0:02:37 0 :01:08 0:03:45 Vehicle 10 11:38:45 AM 1 11:38:45 AM 11:40:36 AM 0:00:00 0 :0 1 :51 0:01:5 1 Ve hicle 11 11 :38:52 AM 2 11:40:45 AM 11:42:26 AM 0:01:53 0 :01 :41 0:03:34 Veh icle 12 11:42:15 AM 2 11:42:32 AM 11:44:10 AM 0 :00:17 0 :01:38 0 :0 1:55 Veh icle 13 11:45:01 AM 1 11:45:0 1 AM 11:45:33 AM 0 :00:00 0:00:32 0:00:32 Ve hicle 14 11:50:0 1 AM 1 11:50:01 AM 11:50:22 AM 0:00:00 0:00:21 0:00:21 Veh icle 15 11:59:00 AM 1 11:59:00AM 12:01:52 PM 0:00:00 0 :02:52 0 :02 :52 Veh icle 16 12 :0 1 :29 PM 2 12 :02:02 PM 12 :02:28 PM 0 :00:33 0 :00:26 0 :00:59 Veh icle 17 12 :04:55 PM 1 12 :04:55 PM 12:05:07 PM 0 :00:00 0 :00:12 0 :00:12 Vehicle 18 12 :05 :07 PM 2 12:05 :13 PM 12:08:50 PM 0:00:06 0 :03:37 0 :03 :43 Veh icle 19 12:06 :40 PM 2 12 :08:57 PM 12:09:28 PM 0:02 :17 0 :00:31 0 :02:48 Veh icle 20 12 :06 :52 PM 3 12:09:36 PM 12:11:12 PM 0:02 :44 0:01:36 0 :04:20 Veh icle 21 12 :08:40 PM 4 12:11 :22 PM 12:11 :45 PM 0 :02 :42 0:00:23 0 :03:05 Ve hicle 22 12 :13 :25 PM 1 12 :13 :25 PM 12 :14 :00 PM 0:00:00 0:00:35 0 :00:35 Veh icle 23 12 :14:33 PM 1 12 :14:33 PM 12:16:52 PM 0:00:00 0 :02 :19 0 :02 :19 Veh icle 24 12 :16:47 PM 2 12:16:58 PM 12 :18 :11 PM 0:00:11 0 :0 1:13 0 :0 1:24 Veh icle 25 12 :19:02 PM 1 12 :19:02 PM 12:19 :45 PM 0:00:00 0 :00:43 0 :00:43 Vehicle 26 12:22 :19 PM 1 12:22:19 PM 12 :25 :40 PM 0:00:00 0 :03 :21 0:03:21 Veh icle 27 12 :24:53 PM 2 12 :25:53 PM 12:27 :13 PM 0:01 :00 0 :01 :20 0 :02:20 Veh icle 28 12 :25 :48 PM 2 12 :27 :20 PM 12:28:33 PM 0:01 :32 0:01:13 0 :02:45 Veh icle 29 12:26:35 PM 3 12 :28 :42 PM 12 :31:38 PM 0 :02 :07 0:02:56 0 :05:03 Ve hicle 30 12 :27 :3 2 PM 3 12 :3 1:46 PM 12 :35:33 PM 0 :04:14 0:03:47 0 :08:0 1 Veh icle 3 1 12 :28:40 PM 3 12 :35 :42 PM 12 :36:42 PM 0:07 :02 0 :01 :00 0 :08:02 Veh icle 32 12 :30 :32 PM 4 12:36:51 PM 12 :38:18 PM 0 :06:19 0 :0 1:27 0:07:46 Veh icle 33 12 :30:32 PM 5 12 :38:24 PM 12 :38:36 PM 0:07:52 0 :00:12 0 :08:04 Vehicle 34 12 :30 :37 PM 6 12:38:45 PM 12 :39:53 PM 0:08:08 0 :0 1:08 0 :09:16 Veh icle 35 12 :31:15 PM 7 12 :40:00 PM 12:40:12 PM 0:08:45 0 :00:12 0 :08:57 Vehicle 36 12 :32:05 PM 7 12:40:22 PM 12:40:30 PM 0:08:17 0:00:08 0 :08:25 Veh icle 37 12:33:01 PM 8 12 :40:33 PM 12:40:54 PM 0 :07:32 0 :00:21 0 :07:53 Ve hicle 38 12 :35 :40 PM 8 12:41:00 PM 12:4 1:13 PM 0:05 :20 0:00:13 0:05:33 Veh icle 39 12 :39:55 PM 5 12 :41:20 PM 12:41:39 PM 0:01 :25 0:00:19 0 :0 1:44 Veh icle 40 12 :42:5 1 PM 1 12:42:51 PM 12 :43:57 PM 0:00:00 0:01:06 0:0 1:06 Vehicle 4 1 12 :49 :3 2 PM 1 12 :49:32 PM 12 :51:22 PM 0:00:00 0 :0 1:50 0 :0 1:50 Vehicle 42 12 :49 :52 PM 2 12:5 1:26 PM 12 :5 1:33 PM 0:01 :34 0 :00:07 0:0 1:4 1 Veh icle 43 12 :51 :49 PM 1 12 :51 :49 PM 12 :5 3 :04 PM 0:00:00 0 :0 1:15 0 :0 1:15 Vehicle 44 1:02:00 PM 1 1:02:00 PM 1:02:24 PM 0:00:00 0:00:24 0:00:24 Veh icle 45 1:07:45 PM 1 1:07:45 PM 1:08:29 PM 0 :00:00 0 :00 :44 0:00:44 Ve hicle 46 1:10:07 PM 1 1:10:07 PM 1:10:54 PM 0:00:00 0:00:47 0:00:47 Veh icle 47 1 :12 :00 PM 1 1:12:00 PM 1:12:30 PM 0:00:00 0 :00 :30 0:00:30 Veh icle 48 1:15:48 PM 1 1:15:48 PM 1:16:47 PM 0:00:00 0 :00:59 0:00:59 Vehicle 49 1 :17:51 PM 1 1:17:51 PM 1 :18:19 PM 0:00:00 0 :00 :28 0:00:28 Vehicle SO 1:17:5 1 PM 2 1:18:27 PM 1:18:32 PM 0:00:36 0 :00:05 0:00:4 1 Veh icle 5 1 1:22 :27 PM 1 1:22:27 PM 1:23:06 PM 0:00:00 0 :00:39 0:00:39 Vehicle 52 1:31 :50 PM 1 1:31:50 PM 1:32:13 PM 0:00:00 0:00:23 0:00:23 Veh icle 53 1:32:53 PM 1 1:32:53 PM 1:32:59 PM 0 :00:00 0 :00:06 0:00:06 Ve hicle 54 1:37 :14 PM 1 1:37:14 PM 1:37:51 PM 0:00:00 0:00:37 0:00:37 Veh icle 55 1:40:25 PM 1 1:40:25 PM 1 :40 :37 PM 0:00:00 0 :00 :12 0:00:12 Veh icle 56 1:52:36 PM 1 1:52:36 PM 1:53:26 PM 0 :00:00 0:00:50 0:00:50 Veh icle 57 1 :58:10 PM 1 1:58:10 PM 2 :00:02 PM 0:00:00 0 :01:52 0:0 1:52 Vehicle 58 1 :59:36 PM 2 2:00:10 PM 2:00:16 PM 0:00:34 0:00:06 0:00:40 Ve hicle 59 2:02 :06 PM 1 2 :02:06 PM 2:02:38 PM 0:00:00 0 :00:32 0:00:32 Veh icle 60 2:02:17 PM 2 2:02:46 PM 2:03:32 PM 0:00:29 0:00:46 0:0 1:15 Vehicle 6 1 2:16:32 PM 1 2 :16:32 PM 2:18 :50 PM 0:00:00 0 :02 :18 0:02:18 Veh icle 62 2:21 :05 PM 1 2:21:05 PM 2:21:58 PM 0 :00:00 0:00:53 0:00:53 Veh icle 63 2:29:10 PM 1 2 :29:10 PM 2:3 1 :30 PM 0:00:00 0 :02 :20 0:02 :20 Veh icle 64 2:45 :57 PM 1 2:45:57 PM 2:46:28 PM 0 :00:00 0 :00:3 1 0:00:3 1 Veh icle 65 2 :48 :24 PM 1 2 :48:24 PM 2 :49:35 PM 0:00:00 0 :01 :11 0:0 1:11 Vehicle 66 2:54:45 PM 1 2:54:45 PM 2:58:25 PM 0:00:00 0 :03 :40 0:03:40 Veh icle 67 2:55:57 PM 2 2 :58:39 PM 2 :59:15 PM 0:02:42 0 :00:36 0:03:18 Veh icle 68 3:10:13 PM 1 3:10:13 PM 3:11:38 PM 0:00:00 0:01:25 0:0 1:25 Veh icle 69 3:10:59 PM 2 3 :11:48 PM 3:12:00 PM 0:00:49 0 :00 :12 0:0 1:0 1 Ve hicl e 70 3:23:57 PM 1 3:23:57 PM 3:24:23 PM 0:00:00 0:00:26 0:00:26 Veh icle 7 1 3:28:38 PM 1 3 :28:38 PM 3:29 :13 PM 0:00:00 0 :00 :35 0:00:35 109 Vehicle 72 3:36:00 PM 1 3:36:00 PM 3:39:28 PM 0:00 :00 0 :03 :28 0:03:28 Veh icle 73 3:38:17 PM 2 3:39:41 PM 3:42 :32 PM 0 :01:24 0 :02:51 0 :04:15 Veh icle 74 3:40:57 PM 2 3 :42:44 PM 3:47:37 PM 0:01:47 0 :04 :53 0:06:40 Veh icle 75 3:46:53 PM 2 3:47:54 PM 3:48:51 PM 0 :01:01 0:00:57 0:01:58 Ve hicl e 76 3:54:17 PM 1 3 :54:17 PM 3:55:46 PM 0 :00:00 0 :01:29 0 :0 1:29 Veh icle 77 4:07:01 PM 1 4:07:01 PM 4:10:04 PM 0:00:00 0 :03 :03 0:03:03 Veh icle 78 4:07:05 PM 2 4:10:11 PM 4:18:42 PM 0 :03:06 0:08:3 1 0:11:37 Veh icle 79 4:13 :06 PM 2 4:18:49 PM 4:2 1 :03 PM 0:05:43 0 :02 :14 0:07:57 Veh icle 80 4:2 1:22 PM 1 4:21:22 PM 4:25:14 PM 0 :00:00 0 :03 :52 0:03:52 Veh icle 8 1 4:22:42 PM 2 4:25:22 PM 4:27 :19 PM 0 :02:40 0 :01:57 0:04:37 Vehicle 82 4:25 :29 PM 2 4:27:31 PM 4:28:00 PM 0:02:02 0 :00:29 0 :02:3 1 Veh icle 83 4:28:34 PM 1 4:28:34 PM 4:29:28 PM 0 :00:00 0 :00:54 0:00:54 Veh icle 84 4:39:47 PM 1 4:39:47 PM 4:40:27 PM 0 :00:00 0 :00:40 0 :00:40 Veh icle 85 4:46:11 PM 1 4:46:11 PM 4:46:36 PM 0:00:00 0 :00:25 0:00:25 Veh icl e 86 4:5 7:03 PM 1 4:5 7 :03 PM 4:57:40 PM 0 :00:00 0 :00:37 0 :00:37 Veh icle 87 4 :5 9 :16 PM 1 4:59:16 PM 5:00:02 PM 0:00:00 0 :00:46 0:00:46 Vehicle 88 5:02 :5 1 PM 1 5 :02:51 PM 5:03:05 PM 0:00:00 0 :00 :14 0 :00:14 Veh icle 89 5:05:26 PM 1 5:05:26 PM 5 :06:04 PM 0 :00:00 0 :00:38 0 :00:38 Veh icle 90 5:08:29 PM 1 5 :08:29 PM 5:09:40 PM 0:00:00 0 :01:11 0 :0 1:11 Veh icle 91 5:11:24 PM 1 5 :11 :24 PM 5:12:00 PM 0 :00:00 0 :00 :36 0:00:36 Vehicle 92 5:12 :44 PM 1 5 :12:44 PM 5:14:41 PM 0:00:00 0 :01 :57 0:01:57 Veh icle 93 5:13:48 PM 2 5:14:49 PM 5:15:20 PM 0:01 :01 0 :00 :31 0:01:32 Veh icle 94 5:14 :05 PM 3 5 :15:28 PM 5:15:57 PM 0 :0 1:23 0 :00 :29 0:0 1:52 Veh icle 95 5:15 :17 PM 3 5:16:04 PM 5:17:47 PM 0:00:47 0 :01 :43 0:02:30 Veh icle 96 5:17 :06 PM 2 5 :17:54 PM 5:19:00 PM 0:00:48 0 :01 :06 0 :0 1:54 Veh icle 97 5:17:45 PM 3 5:19:07 PM 5:20:30 PM 0 :01:22 0 :01 :23 0 :02:45 Vehicle 98 5:18 :17 PM 3 5 :20:40 PM 5:22:47 PM 0:02:23 0 :02 :07 0 :04:30 Veh icle 99 5:18:40 PM 4 5:22:57 PM 5:24:25 PM 0:04:17 0 :01 :28 0:05:45 Vehicle 100 5:24:18 PM 2 5 :24:34 PM 5:25:40 PM 0 :00:16 0 :0 1:06 0 :0 1:22 Veh icle 101 5:24:4 1 PM 2 5 :25:45 PM 5:27:54 PM 0:01:04 0 :02:09 0 :03:13 Veh icl e 102 5:32 :04 PM 1 5 :32:04 PM 5:36:20 PM 0 :00:00 0 :04:16 0 :04:16 Veh icle 103 5:32 :27 PM 2 5 :36 :27 PM 5:39:01 PM 0:04:00 0 :02 :34 0 :06:34 Vehicle 104 5:34:4 1 PM 3 5 :39:09 PM 5:40:13 PM 0:04:28 0 :01:04 0 :05:32 Veh icle 105 5:38:00 PM 3 5:40:19 PM 5:41 :06 PM 0 :02:19 0 :00:47 0 :03:06 Veh icle 106 5:38:08 PM 4 5 :41:15 PM 5:42:42 PM 0:03:07 0 :0 1:27 0 :04:34 Veh icle 107 5:44:32 PM 1 5 :44:32 PM 5:47:59 PM 0 :00:00 0 :03 :27 0 :03:27 Veh icle 108 5:46:04 PM 2 5 :48:10 PM 5:48:45 PM 0:02:06 0 :00:35 0 :02:41 Veh icle 109 5:46:34 PM 3 5:48:54 PM 5:49:11 PM 0:02:20 0 :00:17 0 :02 :37 Veh icle 110 5:47:06 PM 4 5 :49:17 PM 5:49:46 PM 0 :02:11 0 :00:29 0 :02:40 Veh icle 111 5:48:27 PM 4 5 :49:54 PM 5:50:17 PM 0 :01:27 0 :00:23 0 :01:50 Vehicle 112 5:48:47 PM 5 5 :50:25 PM 5:53:05 PM 0:01:38 0 :02:40 0 :04:18 Veh icle 113 5:50:43 PM 2 5 :53 :12 PM 5:53:58 PM 0:02:29 0 :00:46 0 :03:15 Vehicle 114 5:50:54 PM 3 5 :54:07 PM 5:54:24 PM 0:03:13 0:00:17 0 :03:30 Vehicle 115 5:52 :27 PM 4 5 :54:30 PM 5:54:54 PM 0 :02:03 0 :00:24 0 :02:27 Veh icle 116 5:53:18 PM 4 5 :55:00 PM 5:55:22 PM 0 :01:42 0 :00:22 0:02:04 Veh icle 117 5:56:30 PM 1 5 :56 :30 PM 5:57:58 PM 0:00:00 0 :01 :28 0 :01:28 Veh icle 118 5:56:30 PM 2 5 :58:04 PM 5:59:16 PM 0:01:34 0 :0 1:12 0:02:46 Vehicle 119 5:56:51 PM 3 5 :59:25 PM 5:59:52 PM 0 :02:34 0 :00:27 0 :03:01 Vehicle 120 6:02:07 PM 1 6 :02:07 PM 6:02:23 PM 0:00:00 0 :00:16 0 :00:16 Veh icle 121 6 :0 3:27 PM 1 6 :03:27 PM 6:04:20 PM 0 :00:00 0 :00:53 0 :00:53 Vehicle 122 6:05 :36 PM 1 6 :05:36 PM 6:07:08 PM 0:00:00 0 :0 1:32 0 :01:32 Vehicle 123 6:07:20 PM 1 6 :07 :20 PM 6:07:55 PM 0 :00:00 0 :00:35 0 :00:35 Veh icle 124 6:12:05 PM 1 6 :12:05 PM 6:13:23 PM 0:00:00 0 :01:18 0:01:18 Veh icle 125 6:17:07 PM 1 6 :17 :07 PM 6:20:06 PM 0 :00:00 0 :02:59 0 :02 :59 Veh icle 126 6:19:50 PM 2 6 :20:11 PM 6:20:29 PM 0 :00:21 0:00:18 0 :00:39 Veh icle 127 6:20:17 PM 2 6 :20:35 PM 6 :21:11 PM 0 :00:18 0 :00:36 0 :00:54 Vehicle 128 6:20:41 PM 2 6 :21:19 PM 6:22:03 PM 0:00:38 0 :00:44 0 :01:22 Veh icle 129 6:25 :00 PM 1 6 :25 :00 PM 6:25:28 PM 0:00:00 0 :00:28 0 :00:28 Vehicle 130 6:28:29 PM 1 6 :28:29 PM 6:29:32 PM 0:00:00 0 :01:03 0 :0 1:03 Vehicle 131 6:29:40 PM 1 6 :29 :40 PM 6 :31:23 PM 0:00:00 0 :01 :43 0:01:43 Vehicle 132 6:31 :35 PM 1 6 :31:35 PM 6:32:32 PM 0:00:00 0 :00:57 0 :00:57 Veh icle 133 6:33 :4 1 PM 1 6 :33 :41 PM 6:35:42 PM 0:00:00 0 :02 :01 0 :02 :01 Veh icle 134 6:35 :07 PM 2 6 :35:52 PM 6:36:17 PM 0:00:45 0 :00:25 0 :01:10 Veh icle 135 6:36:38 PM 1 6 :36:38 PM 6:41:19 PM 0 :00:00 0 :04:41 0 :04:41 Vehicle 136 6:36:52 PM 2 6 :41:28 PM 6:42:22 PM 0 :04:36 0 :00:54 0 :05:30 Veh icle 137 6:37:30 PM 3 6 :42:35 PM 6:42:55 PM 0:05:05 0 :00:20 0 :05:25 Veh icle 138 6:42 :01 PM 3 6 :43:01 PM 6:43:45 PM 0:01:00 0 :00:44 0 :01:44 Veh icle 139 6:42:13 PM 4 6 :43 :50 PM 6 :48:17 PM 0:01:37 0 :04:27 0 :06:04 Veh icle 140 6:42 :17 PM 5 6 :48:19 PM 6:48:54 PM 0 :06:02 0 :00:35 0 :06:37 Veh icle 141 6:4 3:00 PM 5 6 :49 :00 PM 6:49:35 PM 0:06:00 0 :00:35 0 :06:35 Veh icle 142 6:47:38 PM 4 6 :49:43 PM 6:50:39 PM 0 :02:05 0 :00:56 0 :03:01 Veh icle 143 6 :48:18 PM 5 6 :50:47 PM 6:51:31 PM 0 :02:29 0 :00:44 0 :03:13 Vehicle 144 6:48:58 PM 4 6 :51:37 PM 6:52:05 PM 0:02:39 0 :00:28 0 :03:07 Veh icle 145 6:50:03 PM 4 6 :52 :13 PM 6 :52:56 PM 0:02:10 0 :00:43 0 :02:53 Vehicle 146 7:01 :35 PM 1 7 :0 1 :35 PM 7:02:42 PM 0:00:00 0 :01 :07 0 :0 1:07 110 Vehicle 147 7:04:34 PM 1 7 :04:34 PM 7:04:53 PM 0:00:00 0 :00:19 0 :00:19 Ve hi cle 148 7:08:38 PM 1 7 :08:38 PM 7:10:05 PM 0:00:00 0 :01:27 0 :01:27 Ve hi cle 149 7:11 :49 PM 1 7 :11:49 PM 7 :12:56 PM 0 :00:00 0 :0 1:07 0 :0 1:07 Ve hi cle 150 7:15:07 PM 1 7:15 :07 PM 7:15:41 PM 0:00:00 0 :00:34 0 :00:34 Ve hi cle 151 7:16 :20 PM 1 7:16:20 PM 7:16:42 PM 0 :00:00 0 :00:22 0 :00:22 Ve hi cle 152 7:17:00 PM 1 7:17:00 PM 7:18:11 PM 0:00:00 0 :01:11 0 :01:11 Ve hi cle 153 7:19 :59 PM 1 7:19:59 PM 7:20:32 PM 0 :00:00 0:00:33 0 :00:33 Ve hi cle 154 7:22:10 PM 1 7 :22:10 PM 7:22:36 PM 0:00:00 0 :00:26 0 :00:26 Veh icle 155 7:24:50 PM 1 7 :24:50 PM 7:25:52 PM 0:00:00 0 :0 1:02 0 :0 1:02 Ve hi cle 156 7:27:45 PM 1 7 :27:45 PM 7:28:29 PM 0:00:00 0 :00:44 0 :00:44 Ve hi cle 157 7:30:11 PM 1 7 :30:11 PM 7:33:27 PM 0 :00:00 0 :03 :16 0:03:16 Veh icle 158 7:30:11 PM 2 7 :33:33 PM 7:34:41 PM 0 :03:22 0:01:08 0 :04:30 Ve hi cle 159 7:37 :15 PM 1 7 :37:15 PM 7:40:19 PM 0 :00:00 0 :03 :04 0 :03:04 Ve hi cle 160 7:38:20 PM 2 7:40:43 PM 7:41:43 PM 0:02:23 0 :0 1:00 0 :03:23 Ve hi cle 161 7:38:20 PM 3 7:41:50 PM 7:42:20 PM 0 :03:30 0 :00:30 0 :04:00 Ve hi cle 162 7:41 :36 PM 4 7:42:25 PM 7:43:10 PM 0:00:49 0 :00:45 0 :0 1 :3 4 Vehicle 163 7:41 :42 PM 5 7 :43:17 PM 7:44:05 PM 0:01:35 0 :00:48 0 :02:23 Ve hi cle 164 7:44:43 PM 1 7 :44:43 PM 7:48:30 PM 0:00:00 0 :03 :47 0 :03:47 Ve hi cle 165 7:44:54 PM 2 7 :48:36 PM 7:49:57 PM 0:03:42 0 :0 1:21 0 :05:03 Ve hi cle 166 7:45:58 PM 3 7 :50:04 PM 7:50:19 PM 0:04:06 0 :00:15 0 :04:21 Ve hi cle 167 7:48:09 PM 4 7 :50:24 PM 7:50:49 PM 0:02:15 0 :00:25 0 :02:40 Ve hi cle 168 7:56:27 PM 1 7 :56:27 PM 7:57:51 PM 0:00:00 0 :01:24 0 :01:24 Ve hi cle 169 8:02 :47 PM 1 8:02:47 PM 8:04:45 PM 0 :00:00 0 :0 1:58 0 :0 1:58 Ve hi cle 170 8:05 :02 PM 1 8 :05:02 PM 8:06:26 PM 0:00:00 0 :01:24 0 :01:24 Ve hi cle 171 8:11 :36 PM 1 8 :11:36 PM 8 :11:49 PM 0:00:00 0 :00:13 0 :00 :13 Ve hi cle 172 8:19:04 PM 1 8 :19:04 PM 8:19:49 PM 0:00:00 0 :00:45 0 :00:45 Ve hi cle 173 8:20:13 PM 1 8:20:13 PM 8:23:10 PM 0:00:00 0 :02:57 0 :02:57 Ve hi cle 174 8:26:15 PM 1 8:26:15 PM 8:27:06 PM 0 :00:00 0 :00:51 0 :00:51 Ve hi cle 175 8:27 :23 PM 1 8 :27:23 PM 8:29:36 PM 0 :00:00 0 :02:13 0 :02:13 Ve hi cle 176 8:36:17 PM 1 8 :36:17 PM 8:36:56 PM 0:00:00 0 :00:39 0 :00:39 Ve hi cle 177 8 :37:40 PM 1 8 :37:40 PM 8:39:08 PM 0 :00:00 0 :0 1:28 0 :0 1:28 Ve hi cle 178 8:40:54 PM 1 8 :40:54 PM 8:46:58 PM 0:00:00 0 :06:04 0 :06:04 Ve hicle 179 8:48:46 PM 1 8 :48:46 PM 8 :49:31 PM 0:00:00 0 :00:45 0 :00:45 Ve hi cle 180 8:54:08 PM 1 8 :54:08 PM 8:54:29 PM 0:00:00 0 :00:21 0 :00:21 Ve hi cle 181 9:00:52 PM 1 9 :00:52 PM 9:0 1 :40 PM 0:00:00 0 :00:48 0 :00:48 Ve hi cle 182 9:03:21 PM 1 9:03 :21 PM 9:04:04 PM 0 :00:00 0 :00:43 0 :00:43 Ve hi cle 183 9 :07:54 PM 1 9 :07:54 PM 9:10:07 PM 0:00:00 0 :02:13 0 :02:13 Ve hi cle 184 9:09:11 PM 2 9 :10:16 PM 9:11:05 PM 0:01:05 0 :00:49 0 :01:5 4 Ve hi cle 185 9:10:17 PM 2 9 :11:11 PM 9:11:52 PM 0:00:54 0 :00:4 1 0 :0 1:35 Ve hi cle 186 9:17:38 PM 1 9 :17 :38 PM 9:18:09 PM 0:00:00 0 :00:31 0 :00:31 Ve hicle 187 9:39:00 PM 1 9 :39:00 PM 9:41:00 PM 0:00:00 0 :02:00 0 :02:00 111 Restaurant Locati on : 1291 Hill Road N., Pickerington, OH 43147 Data Collection Date: Thursday, August 4, 2022 Time Enteri ng Number of Ti me Arrivi ng Time Exiting Time In Queue Pick-Up La ne Vehicles i n Queue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 10:48:23AM 1 10:48:23 AM 10:50:55 AM 0 :00:00 0:02 :32 0 :02:32 Vehicle 2 11:17:08 AM 1 11:17:08 AM 11:18:52 AM 0 :00:00 0:01:44 0:01:44 Veh icle 3 11:28:06 AM 1 11:28:06 AM 11:30:41 AM 0 :00:00 0:02:35 0:02:35 Veh icle 4 11:31 :33 AM 1 11:31:33 AM 11:33:11 AM 0 :00:00 0:01:38 0:01:38 Veh icle 5 11:33:24 AM 1 11:33:24 AM 11:35:17 AM 0:00:00 0 :0 1:53 0:0 1:53 Veh icle 6 11:33 :44 AM 2 11:35:26 AM 11:36:46 AM 0 :01 :42 0:01:20 0:03:02 Veh icle 7 11:34:10 AM 3 11:36 :54 AM 11:38:24 AM 0 :02 :44 0:01:30 0:04:1 4 Veh icle 8 11:34:56 AM 4 11:38:31 AM 11:40:18 AM 0 :03 :35 0 :0 1:47 0:05:22 Veh icle 9 11:38:57 AM 2 11:40:26 AM 11:40:46 AM 0 :01 :29 0 :00 :2 0 0 :01:49 Vehicle 10 11:45:01 AM 1 11:45:01 AM 11:46:09 AM 0 :00:00 0 :0 1:08 0:01:08 Veh icle 11 11 :47:01 AM 1 11:47:01 AM 11:48:01 AM 0 :00:00 0:01:00 0 :0 1:0 0 Veh icle 12 11:47:05 AM 2 11 :48:09AM 11:48:22 AM 0 :01 :04 0 :00:13 0:01:17 Veh icle 13 11:58:29 AM 1 11:58 :29 AM 11:59:17 AM 0 :00:00 0:00 :48 0:00:48 Vehicle 14 12:02 :39 PM 1 12:02:39 PM 12 :03:15 PM 0 :00:00 0:00:36 0 :00:36 Veh icle 15 12:07:36 PM 1 12 :07:36 PM 12:08:33 PM 0 :00:00 0:00:57 0:00:57 Veh icle 16 12 :18 :11 PM 1 12:18:11 PM 12 :18 :42 PM 0 :00:00 0:00:31 0:00:31 Veh icle 17 12:34:00 PM 1 12 :34:00 PM 12 :34:22 PM 0 :00:00 0:00:22 0:00:22 Vehicle 18 12:44 :55 PM 1 12:44:55 PM 12 :47:22 PM 0 :00:00 0:02:27 0:02:27 Veh icle 19 12:45:46 PM 2 12 :47:41 PM 12:48:00 PM 0 :01 :55 0 :00 :19 0:02:14 Veh icle 20 12 :49:16 PM 1 12 :49:16 PM 12 :49:36 PM 0 :00:00 0:00:20 0:00:2 0 Veh icle 2 1 12:5 1:50 PM 1 12:51:50 PM 12:53:31 PM 0 :00:00 0:01:4 1 0 :0 1:41 Vehicle 22 12:52 :23 PM 2 12 :53:38 PM 12 :53:47 PM 0 :01 :15 0:00:09 0:01:24 Veh icle 23 12:55 :12 PM 1 12:55 :12 PM 12 :56:1 8 PM 0 :00:00 0:01:06 0:01:06 Veh icle 24 12 :57 :31 PM 1 12 :57:31 PM 12 :59:20 PM 0 :00:00 0:01:49 0:01:49 Veh icle 25 12:58:14 PM 2 12 :59:28 PM 12 :59:46 PM 0 :01 :1 4 0:00:18 0:0 1:32 Vehicle 26 1:00 :49 PM 1 1:00:49 PM 1:02:45 PM 0 :00:00 0 :0 1:56 0:01:56 Veh icle 27 1:03:11 PM 1 1:03:11 PM 1:04:40 PM 0 :00:00 0:01:29 0:01 :29 Veh icle 28 1:03 :48 PM 2 1:04:44 PM 1:06:14 PM 0 :00:56 0 :0 1:30 0:02:26 Veh icle 29 1:04:53 PM 2 1:06:20 PM 1 :07:27 PM 0 :01 :27 0 :0 1:07 0:02:34 Vehicle 30 1:07 :46 PM 1 1:07:46 PM 1:10:17 PM 0 :00:00 0:02:31 0:02:31 Veh icle 3 1 1 :14:02 PM 1 1:14:02 PM 1:14:59 PM 0 :00:00 0:00:57 0:00:57 Veh icle 32 1 :14:52 PM 2 1:15:03 PM 1:17:2 5 PM 0 :00:11 0 :02:22 0:02:33 Veh icle 33 1:16:35 PM 2 1:17:31 PM 1:17:5 1 PM 0 :00:56 0:00:20 0:01:16 Vehicle 34 1:22 :39 PM 1 1:22:39 PM 1:24:30 PM 0 :00:00 0:01:51 0:01:51 Veh icle 35 1 :25:00 PM 1 1:25:00 PM 1:26:48 PM 0 :00:00 0:01:48 0:01:48 Veh icle 36 1:27 :17 PM 1 1:27:17 PM 1:27:52 PM 0 :00:00 0:00:35 0:00:35 Veh icle 37 1:28:42 PM 1 1:28:42 PM 1:35:51 PM 0 :00:00 0 :07 :09 0:07:0 9 Ve hicle 38 1:34:59 PM 2 1:36:02 PM 1:37:22 PM 0 :01:03 0:01:20 0:02:23 Veh icle 39 1 :38:26 PM 1 1:38:26 PM 1:38:45 PM 0 :00:00 0:00:19 0 :00:19 Veh icle 40 1:43 :00 PM 1 1:43:00 PM 1:43:28 PM 0 :00:00 0 :0 0 :28 0:00:28 Veh icle 41 1:43 :46 PM 1 1:43 :46 PM 1:45:41 PM 0 :00:00 0 :01:55 0:01:55 Vehicle 42 2:05:08 PM 1 2:05:08 PM 2:05:24 PM 0:00:00 0:00:16 0:00:16 Veh icle 43 2:05:14 PM 2 2 :05:30 PM 2:05:38 PM 0 :00:16 0:00:08 0:00:24 Vehicle 44 2:09:06 PM 1 2:09:06 PM 2:09:45 PM 0 :00:00 0:00:39 0:00:39 Veh icle 45 2 :18:4 1 PM 1 2 :18:41 PM 2:18:55 PM 0 :00:00 0 :00 :14 0:00:14 Veh icle 46 2:23:04 PM 1 2:23:04 PM 2:23:56 PM 0 :00:00 0:00:52 0:00:5 2 Veh icle 47 2:23 :09 PM 2 2 :24:09 PM 2:28:51 PM 0 :01 :00 0:04:42 0:05:42 Veh icle 48 2:26:08 PM 2 2 :28:55 PM 2:31:59 PM 0 :02 :47 0 :03:04 0:0 5:5 1 Vehicle 49 2:31 :21 PM 2 2 :32:09 PM 2:32:45 PM 0 :00:48 0 :00:36 0:01:24 Vehicle 50 2 :32:28 PM 2 2:32:56 PM 2:34:22 PM 0 :00:28 0:01:26 0:01:54 Veh icle 5 1 2 :4 0 :23 PM 1 2 :40:23 PM 2:40:38 PM 0 :00:00 0:00:15 0 :00:15 Veh icle 52 2:41 :55 PM 1 2:41:55 PM 2:42 :13 PM 0 :00:00 0:00:18 0:00:18 Veh icle 53 2 :46:01 PM 1 2 :46:01 PM 2 :47:43 PM 0 :00:00 0 :0 1:42 0:01:42 Veh icle 54 2:49:12 PM 1 2:49:12 PM 2:50:45 PM 0 :00:00 0 :01:33 0:0 1:33 Veh icle 55 2:59:06 PM 1 2 :59:06 PM 3:00:16 PM 0 :00 :00 0:01:10 0:01:10 Veh icle 56 3:07:41 PM 1 3 :07:41 PM 3 :08:19 PM 0 :00:00 0:0 0 :38 0:00:38 Veh icle 57 3:15 :30 PM 1 3:15:30 PM 3:16:05 PM 0 :00:00 0 :00:3 5 0 :00:35 Vehicle 58 3:43:37 PM 1 3:43:37 PM 3:45:46 PM 0 :00:00 0 :02:09 0:0 2:09 Veh icle 59 3:50:34 PM 1 3 :50:34 PM 3:51:20 PM 0 :00:00 0 :0 0 :46 0 :00:46 Vehicle 60 4:04:00 PM 1 4:04:00 PM 4:04:19 PM 0 :00:00 0:00:19 0:00:19 Veh icle 61 4:12:12 PM 1 4:12:12 PM 4:12:55 PM 0 :00:00 0 :00 :43 0 :00:43 Veh icle 62 4:13:52 PM 1 4:13:52 PM 4:14:28 PM 0 :00:00 0:00:36 0:00:36 Veh icle 63 4:14:07 PM 2 4:14:37 PM 4:15:21 PM 0 :00:30 0 :00:44 0:01:14 Veh icle 64 4:20:38 PM 1 4:20:38 PM 4:21:41 PM 0 :00:00 0 :01:03 0:01:03 Veh icle 65 4:22 :09 PM 1 4:22 :09 PM 4:23:02 PM 0 :00:00 0 :00 :53 0:00:5 3 Vehicle 66 4:25:50 PM 1 4:25:50 PM 4:26:22 PM 0 :00:00 0:00:32 0:00:32 Veh icle 67 4:26:05 PM 2 4:26:29 PM 4 :26:57 PM 0 :00:24 0:00:28 0:00:5 2 Veh icle 68 4:32:28 PM 1 4:32:28 PM 4:33:33 PM 0 :00:00 0:01:05 0:0 1:05 Veh icle 69 4:32:53 PM 2 4:33:40 PM 4:34:22 PM 0 :00:47 0 :00 :4 2 0:01:29 Veh icle 70 4:42:35 PM 1 4:42:35 PM 4:44:01 PM 0 :00:00 0 :01:26 0:01:26 Veh icle 71 4:46:09 PM 1 4:46:09 PM 4:47:07 PM 0 :00:00 0:00:58 0 :00:58 112 Vehicle 72 4:54:30 PM 1 4:54:30 PM 4:54:57 PM 0 :00:00 0 :00:27 0:00:27 Veh icle 73 4:56:22 PM 1 4:56:22 PM 4:57:35 PM 0 :00:00 0 :01:13 0:01 :13 Vehicle 74 5:00:32 PM 1 5 :00:32 PM 5:00:58 PM 0 :00:00 0 :00:26 0:00:26 Veh icle 75 5:03:25 PM 1 5 :03:25 PM 5:03:52 PM 0 :00:00 0:00:27 0:00:27 Veh icle 76 5:07 :27 PM 1 5 :0 7 :2 7 PM 5:08:26 PM 0 :00:00 0 :00:59 0:00:59 Veh icle 77 5:09:00 PM 1 5 :09:00 PM 5:10:02 PM 0 :00:00 0:01:02 0:01 :02 Veh icle 78 5:10:10 PM 1 5 :10:10 PM 5 :11:25 PM 0 :00:00 0 :01:15 0:0 1 :15 Veh icle 79 5:12 :22 PM 1 5:12:22 PM 5:13:27 PM 0 :00:00 0:01:05 0:01 :05 Vehicle 80 5:15 :23 PM 1 5 :15:23 PM 5:16:03 PM 0 :00:00 0 :00:40 0:00:40 Veh icle 8 1 5:16:38 PM 1 5 :16:38 PM 5:17:18 PM 0 :00:00 0:00:40 0:00:40 Vehicle 82 5:18:58 PM 1 5 :18:58 PM 5 :19:47 PM 0 :00:00 0 :00:49 0:00:49 Veh icle 83 5:22 :42 PM 1 5 :22:42 PM 5:24:5 1 PM 0 :00:00 0:02:09 0:02:09 Veh icle 84 5:23 :20 PM 2 5 :24:58 PM 5:27:17 PM 0 :01 :38 0 :02:19 0:03:57 Veh icle 85 5:24:07 PM 3 5:27:23 PM 5:28:58 PM 0 :03 :16 0:01:35 0:0 4:51 Veh icle 86 5:24:17 PM 4 5 :29:04 PM 5:30:14 PM 0 :04 :47 0:01:10 0:05:57 Veh icle 87 5:25 :07 PM 4 5 :30:20 PM 5:30:42 PM 0 :05 :13 0 :00:22 0:05:35 Vehicle 88 5:25 :43 PM 5 5 :30:52 PM 5:31:18 PM 0 :05 :09 0 :00:26 0:05:35 Veh icle 89 5:30:20 PM 4 5 :31:25 PM 5:32:06 PM 0 :01 :05 0 :00:41 0:01 :46 Vehicle 90 5:31 :15 PM 3 5 :32:12 PM 5:3 3 :41 PM 0 :00:5 7 0 :01 :29 0:02:26 Veh icle 9 1 5:35:57 PM 1 5 :35:57 PM 5:3 6:5 1 PM 0 :00:00 0:00:54 0:00:54 Vehicle 92 5:37 :16 PM 1 5 :37:16 PM 5:37 :51 PM 0 :00:00 0 :00:35 0:00:35 Veh icle 93 5:40:58 PM 1 5:40:58 PM 5:41:35 PM 0 :00:00 0:00:37 0:00:37 Veh icle 94 5:49 :32 PM 1 5 :49:32 PM 5:50:17 PM 0 :00:00 0:00:45 0:00:45 Veh icle 95 5:51 :17 PM 1 5 :51:17 PM 5:52:05 PM 0 :00:00 0 :00:48 0:00:48 Vehicle 96 5:54:11 PM 1 5 :54:11 PM 6:01:25 PM 0 :00:00 0 :07:14 0:07:14 Veh icle 97 5:58:21 PM 1 6 :01:31 PM 6:02:16 PM 0 :03 :10 0:00:45 0 :03:55 Vehicle 98 6:03 :33 PM 1 6 :03:33 PM 6:04:30 PM 0 :00:00 0 :00:57 0:00:57 Veh icle 99 6:04:24 PM 2 6 :04:40 PM 6:04:46 PM 0 :00:1 6 0 :00:06 0:00:22 Vehicle 100 6:11 :40 PM 1 6 :11 :40 PM 6:12:00 PM 0 :00:00 0:00:20 0:00:20 Veh icle 101 6:13 :14 PM 1 6 :13:14 PM 6:14:53 PM 0 :00:00 0 :01:39 0:01 :39 Veh icle 102 6:14:35 PM 2 6 :14:59 PM 6:15:29 PM 0 :00:24 0:00:30 0:00:54 Veh icle 103 6:15 :35 PM 1 6 :15:35 PM 6:17:21 PM 0 :00:00 0 :01:46 0:0 1:46 Vehicle 104 6:16:46 PM 2 6 :17:26 PM 6:1 8 :18 PM 0 :00:40 0 :00:52 0:01:32 Veh icle 105 6:18:05 PM 2 6 :18 :23 PM 6:20:01 PM 0 :00:18 0 :01:3 8 0 :0 1:56 Vehicle 106 6:19:32 PM 2 6 :20:10 PM 6:20:50 PM 0 :00:38 0 :00:40 0:01 :18 Veh icle 107 6 :22 :55 PM 1 6 :22 :55 PM 6 :26:10 PM 0 :00:00 0:03:15 0:03:15 Vehicle 108 6:26:28 PM 1 6 :26:28 PM 6:28:52 PM 0 :00:00 0 :02:24 0:02:24 Veh icle 10 9 6 :28:37 PM 2 6 :28:58 PM 6:3 0:03 PM 0 :00:21 0 :01:05 0 :0 1:26 Veh icle 110 6:28:50 PM 3 6 :30:12 PM 6:31:06 PM 0 :01:22 0:00:54 0:02 :16 Veh icle 111 6 :32 :32 PM 1 6 :32 :32 PM 6:37:13 PM 0 :00:00 0 :04:4 1 0:04:41 Vehicle 112 6:33 :24 PM 2 6 :37:22 PM 6:3 8 :40 PM 0 :03 :58 0:01:18 0:05:16 Veh icle 113 6:34:07 PM 3 6 :38 :47 PM 6:40:12 PM 0 :04 :40 0 :01:25 0:06:05 Vehicle 114 6:35 :51 PM 3 6 :40:18 PM 6:40:53 PM 0 :04 :27 0 :00:35 0:05:02 Vehicle 115 6:37:53 PM 4 6 :41 :01 PM 6 :4 1 :17 PM 0 :03 :08 0 :00:16 0:03:24 Veh icle 116 6:38:06 PM 5 6 :41:22 PM 6:41:57 PM 0 :03 :16 0 :00:35 0:03:51 Veh icle 117 6:39:05 PM 5 6 :42 :02 PM 6 :43:06 PM 0 :02 :57 0 :01:04 0:04:01 Veh icle 118 6:39:55 PM 6 6 :43:14 PM 6:43:43 PM 0 :03 :19 0 :00 :29 0:03:48 Veh icle 119 6 :40:57 PM 6 6 :43 :46 PM 6:44:11 PM 0 :02 :49 0 :00:25 0:03:14 Vehicle 120 6:44:30 PM 1 6 :44:30 PM 6:45:12 PM 0 :00:00 0:00:42 0:00:42 Veh icle 121 6:45 :55 PM 1 6 :45 :55 PM 6:47:01 PM 0 :00:00 0 :01:06 0 :0 1 :06 Vehicle 122 6:47 :45 PM 1 6 :47:45 PM 6:48:11 PM 0 :00:00 0 :00:26 0:00:26 Vehicle 123 6:49:21 PM 1 6 :49 :21 PM 6:50:16 PM 0 :00:00 0 :00:55 0 :00:55 Veh icle 124 6:50:01 PM 2 6 :50:28 PM 6:51:53 PM 0 :00:27 0 :01:25 0:0 1:52 Veh icle 125 6:52 :07 PM 1 6 :52 :07 PM 6:52:34 PM 0 :00:00 0 :00:27 0:00:27 Veh icle 126 6:53:18 PM 1 6 :53:18 PM 6 :54:18 PM 0 :00:00 0 :01:00 0:01 :00 Veh icle 127 6:58:23 PM 1 6 :58 :23 PM 6 :59:08 PM 0 :00:00 0 :00:45 0 :00:45 Vehicle 128 6:58:53 PM 2 6 :59:14 PM 6:59:51 PM 0 :00:21 0 :00:37 0:00:58 Veh icle 129 6:59:06 PM 3 6 :59 :57 PM 7 :00:34 PM 0 :00:51 0 :00:3 7 0 :0 1:28 Vehicle 130 7:02 :20 PM 1 7 :02:20 PM 7:03:00 PM 0 :00:00 0 :00:40 0:00:40 Vehicle 131 7:07:28 PM 1 7 :07 :28 PM 7 :07:47 PM 0 :00:00 0 :00:19 0:00:19 Vehicle 132 7:11 :18 PM 1 7 :11:18 PM 7:14:06 PM 0 :00:00 0 :02 :48 0:02:48 Veh icle 133 7 :19:22 PM 1 7 :19 :22 PM 7 :20:36 PM 0 :00 :00 0 :01:14 0:01:14 Veh icle 134 7:20:30 PM 2 7 :20:42 PM 7:22:11 PM 0 :00:12 0:01 :29 0:01:41 Veh icle 135 7:29:56 PM 1 7 :29 :56 PM 7:30:18 PM 0 :00:00 0 :00:22 0:00:22 Vehicle 136 7:31 :00 PM 1 7 :31:00 PM 7:32:26 PM 0 :00:00 0:01:26 0:01:26 Veh icle 137 7:31:40 PM 2 7 :32:36 PM 7 :33 :39 PM 0 :00:56 0 :01:03 0 :0 1:59 Veh icle 138 7:37:19 PM 1 7 :37:19 PM 7:37:53 PM 0 :00:00 0 :00:34 0:00:34 Veh icle 139 7 :39:14 PM 1 7 :39 :14 PM 7 :3 9:39 PM 0 :00:00 0 :00:25 0:00:25 Veh icle 140 7:41 :4 1 PM 1 7 :41:41 PM 7:44:08 PM 0 :00:00 0 :02:27 0:02:27 Veh icle 141 7 :44:40 PM 1 7 :44:40 PM 7 :48:23 PM 0 :00:00 0 :03:43 0 :03:43 Veh icle 142 7:46:07 PM 2 7 :48:30 PM 7:49:04 PM 0 :02 :23 0:00:34 0:02:57 Veh icle 143 7:48:4 1 PM 2 7 :49 :11 PM 7:50 :36 PM 0 :00 :30 0 :01:25 0 :0 1:55 Vehicle 144 7:48:52 PM 3 7 :50:41 PM 7:52:20 PM 0 :01 :49 0:01 :39 0:03:28 Veh icle 145 7:52 :44 PM 1 7 :52 :44 PM 8:00:01 PM 0 :00:00 0 :07:17 0 :0 7 :17 Vehicle 14 6 7:58:39 PM 2 7 :58:39 PM 8:00:32 PM 0 :00:00 0 :01 :53 0:0 1:53 113 Ve hi cle 147 7:59:03 PM 3 8:00:37 PM 8:01 :4 5 PM 0 :01 :34 0:0 1:08 0:02:42 Veh icle 148 8:01 :01 PM 2 8:01:55 PM 8:02:43 PM 0:00:54 0:00:48 0:01:42 Veh icle 149 8:08:53 PM 1 8:08 :53 PM 8:09:16 PM 0 :00:00 0:0 0:23 0:00:23 Ve h icle 1 50 8:14:17 PM 1 8:14:17 PM 8:14:58 PM 0:00:00 0:0 0:4 1 0 :00:41 Ve hicle 1 51 8:16:04 PM 1 8:16:04 PM 8:22:33 PM 0 :00:00 0:06:29 0:06:29 Veh icle 1 52 8:21:09 PM 2 8:22:42 PM 8:24:14 PM 0 :0 1:33 0:01:32 0 :03:05 Veh icle 1 53 8 :21 :38 PM 3 8 :24:21 PM 8:24:56 PM 0 :02 :43 0:0 0:35 0:03:18 Veh icl e 1 54 8:22:26 PM 4 8:25:03 PM 8:29:25 PM 0 :02 :37 0:04:22 0 :06:59 Veh icle 1 55 8:22:4 8 PM 4 8:29:30 PM 8:31:15 PM 0 :06 :42 0:0 1:45 0:0 8:27 Veh icle 1 56 8 :24:20 PM 4 8:31:22 PM 8:32:02 PM 0 :07 :02 0:00:40 0:07:42 Ve hi cle 1 57 8 :24:34 PM 5 8 :32:11 PM 8:32:55 PM 0 :07 :37 0:0 0:44 0:08 :2 1 Ve h icle 1 58 8 :26:00 PM 5 8:33 :00 PM 8:33:29 PM 0:07:00 0:0 0:29 0 :0 7:2 9 Veh icle 1 59 8:29:3 1 PM 5 8 :33 :36 PM 8:33:56 PM 0 :0 4 :05 0:0 0:20 0:04:25 Veh icle 160 8 :30 :19 PM 6 8:34:05 PM 8:34:22 PM 0 :03 :46 0:00:1 7 0 :04:03 Veh icle 161 8:32:50 PM 5 8 :34:31 PM 8:34:45 PM 0 :01 :41 0:0 0:14 0:01:55 Veh icle 162 8 :36:08 PM 1 8:36:08 PM 8:3 7 :16 PM 0 :00:00 0:01:08 0 :01:08 Ve hi cle 1 63 8:40 :4 0 PM 1 8 :40:40 PM 8:43:01 PM 0 :0 0 :00 0:02:2 1 0:02:21 Ve hicl e 164 8:43:11 PM 1 8:43:11 PM 8:44:10 PM 0:00:00 0:0 0 :59 0:00:5 9 Veh icle 165 8:44:02 PM 2 8:44:16 PM 8:45:00 PM 0 :00:14 0:0 0:44 0:00:58 Veh icle 166 8:45:47 PM 1 8:45 :47 PM 8:46:21 PM 0 :00:00 0:0 0:3 4 0 :00:3 4 Ve hicle 1 67 8:47 :30 PM 1 8:47:30 PM 8:5 0 :53 PM 0 :00:00 0:03:23 0:03:23 Veh icle 168 8:49:34 PM 2 8 :5 1:03 PM 8:5 1 :52 PM 0 :0 1:29 0:00:49 0 :0 2:18 Veh icle 1 69 8 :50:42 PM 3 8:52 :02 PM 8:57:06 PM 0 :01 :20 0:05:04 0 :06:2 4 Ve hicle 1 70 8 :5 4:33 PM 2 8 :57:12 PM 8:58:43 PM 0 :02 :39 0:01:3 1 0 :04:10 Veh icle 171 8:58:07 PM 2 8 :58:52 PM 9:01:23 PM 0 :00:45 0:02:3 1 0 :0 3:16 Ve hicl e 1 72 9:09:41 PM 1 9:09:41 PM 9:12:35 PM 0 :00:00 0:02:54 0:02:54 Ve hi cle 173 9:19:52 PM 1 9 :19:52 PM 9 :20:50 PM 0 :00:00 0:0 0:58 0:00:58 Veh icle 1 74 9:19:58 PM 2 9:20:56 PM 9:28:48 PM 0 :00:58 0:07:52 0:08:50 Ve hicle 175 9:21 :12 PM 2 9 :23 :50 PM 9:25:29 PM 0 :02 :38 0:01:39 0:04:17 Veh icle 1 76 9 :22:37 PM 3 9 :25 :54 PM 9:26:57 PM 0 :03 :17 0:01:03 0 :0 4:20 Veh icle 177 9 :22 :55 PM 4 9:27:01 PM 9:29:07 PM 0 :04 :06 0:02:06 0:06:12 Veh icle 1 78 9:3 6:05 PM 1 9 :36:05 PM 9:37:15 PM 0 :00:00 0:01:10 0:01:10 Vehicle 179 9 :3 6 :25 PM 2 9:37:22 PM 9:39:35 PM 0:0 0 :57 0 :02:13 0:0 3:10 Veh icle 180 9:38:03 PM 2 9:39:41 PM 9:40:25 PM 0 :01 :38 0:0 0:44 0:02:22 114 Restaurant Locati on : 1291 Hill Road N., Pickerington, OH 43147 Data Collection Date: Friday, August 5, 2022 Time Entering Number of Time Arriving T ime Exiting Time In Queue Pick-Up La ne Vehicles in Queue At Window Pick-Up Lane Prior To Window Time At Window Total Service Time Veh icle 1 10:45 :00 AM 1 10:45:00AM 10:52:18 AM 0 :00:00 0:07:18 0:07:18 Ve hicle 2 10:45:01 AM 2 10:52:27 AM 10:53:06 AM 0 :07 :26 0:00:39 0 :08:05 Veh icle 3 11:12 :02 AM 1 11:12:02 AM 11:13:34AM 0 :00:00 0:01 :32 0 :01 :32 Vehicle 4 11:13 :5 1 AM 1 11:13:51 AM 11:15:04 AM 0 :00:00 0:0 1 :13 0:01:13 Veh icle 5 11:14:46 AM 2 11:15:10 AM 11:15:46 AM 0 :00:24 0:00:36 0:0 1 :00 Ve hicle 6 11:18 :52 AM 1 11:18:52 AM 11:19:08 AM 0 :00:00 0:00:16 0:0 0 :16 Veh icle 7 11:25:12 AM 1 11:25 :12 AM 11:25:34 AM 0 :00:00 0:00:22 0 :00:22 Veh icle 8 11 :25:56 AM 1 11:25:56 AM 11 :26:22 AM 0 :00:00 0:00:26 0 :00 :26 Ve hicl e 9 11:30:22AM 1 11:30:22 AM 11:33:51 AM 0 :00:00 0 :03:29 0 :03:29 Veh icle 10 11 :3 3:25 AM 2 11:33:58 AM 11:34:21 AM 0 :00:33 0:00:23 0:00 :56 Ve hicle 11 11:35:23 AM 1 11:35:23 AM 11:35:44 AM 0 :00:00 0:00:21 0 :00:2 1 Veh icle 12 11:35 :53 AM 1 11:35:53 AM 11:36:31 AM 0 :00:00 0:00:38 0:00 :38 Veh icle 13 11:35:58 AM 2 11:36:35 AM 11:36:51 AM 0 :00:37 0:00:16 0:00 :53 Ve hicle 14 11:36:43 AM 2 11:36:57 AM 11:38:23 AM 0 :00:14 0:01:26 0:01 :40 Veh icle 15 11:41 :07 AM 1 11:41:07 AM 11:41 :56 AM 0 :00:00 0:00:49 0 :00:49 Veh icle 16 11 :43:55 AM 1 11:43:55 AM 11:45:35 AM 0 :00:00 0:0 1 :40 0:0 1:40 Ve hicl e 17 11:48:00 AM 1 11:48:00AM 11:49:15 AM 0 :00:00 0:01:15 0:01:15 Vehicle 18 11:48:20 AM 2 11:49:20 AM 11:49:49 AM 0 :01 :00 0 :00:29 0:01:2 9 Veh icle 19 11:50:12 AM 1 11:50:12 AM 11:50 :36 AM 0 :00:00 0:00 :24 0:00:24 Veh icle 20 11:51:25 AM 1 11:5 1:25 AM 11:52:20 AM 0 :00:00 0:00:55 0:00 :55 Veh icle 2 1 11:53:56 AM 1 11:53:56 AM 11:54:5 1 AM 0 :00:00 0:00:55 0:00 :55 Ve hicle 22 11:54:37 AM 2 11:54:57 AM 11:55:24 AM 0 :00:20 0:00:27 0:0 0:47 Veh icle 23 11:55 :06 AM 2 11:55 :34 AM 11:56:17 AM 0 :00:28 0:00:43 0 :01:11 Veh icle 24 11:55:24 AM 3 11:56:25 AM 11:57:28 AM 0 :0 1:01 0:0 1 :0 3 0:02:04 Veh icle 25 12:02:17 PM 1 12 :02 :17 PM 12:03:14 PM 0 :00:00 0:00:57 0:00:57 Veh icle 26 12:02 :38 PM 2 12:03:22 PM 12:03:46 PM 0 :00:44 0:00:24 0 :01:08 Veh icle 27 12 :05:35 PM 1 12 :05 :35 PM 12:07:29 PM 0 :00:00 0 :01:54 0:01 :54 Veh icle 28 12:07 :29 PM 2 12:07 :37 PM 12 :08:23 PM 0 :00:0 8 0:00:46 0:00:54 Veh icle 29 12 :08:34 PM 1 12:08:34 PM 12:09:20 PM 0 :00:00 0:00:46 0:00:46 Ve hicle 30 12:13 :30 PM 1 12:13:30 PM 12 :14:43 PM 0 :00:00 0:01:13 0:01:13 Veh icle 3 1 12:15:32 PM 1 12 :15 :32 PM 12 :16:55 PM 0 :00:00 0:01:23 0:01:23 Veh icle 32 12 :18 :28 PM 1 12:18:28 PM 12 :21 :25 PM 0 :00:00 0:02:57 0:02:57 Veh icle 33 12:19:07 PM 2 12 :21 :30 PM 12:22:18 PM 0 :02 :23 0:00:48 0:03:11 Vehicle 34 12:28 :09 PM 1 12 :28 :09 PM 12 :37:15 PM 0 :00:00 0 :0 9:06 0 :0 9:06 Veh icle 35 12 :30:22 PM 2 12 :37:21 PM 12:41:39 PM 0 :06 :59 0:04:18 0 :11:1 7 Veh icle 36 12:32:04 PM 3 12:41 :49 PM 12 :42:17 PM 0 :09 :45 0:00:28 0 :10:13 Veh icle 37 12 :32:04 PM 4 12 :42 :23 PM 12:44:31 PM 0 :10:19 0:02:08 0 :12:27 Ve hi cle 38 12:32 :44 PM 5 12 :44:36 PM 12 :51:43 PM 0 :11 :52 0:07:07 0:1 8:59 Veh icle 39 12 :47:13 PM 2 12 :51 :50 PM 12:53:24 PM 0 :04 :37 0:01:34 0:06:11 Veh icle 40 12 :48:0 5 PM 3 12:53:30 PM 1:0 1 :32 PM 0 :05 :25 0:08:02 0:13:27 Veh icle 41 12:5 1 :33 PM 4 1:01 :41 PM 1 :02 :26 PM 0 :10:08 0:00:45 0:10:53 Vehicle 42 12:57 :38 PM 3 1:02:38 PM 1:0 3:00 PM 0 :05:00 0:0 0:22 0:0 5:22 Veh icle 43 12:58:12 PM 4 1:03:10 PM 1 :04:51 PM 0 :04 :58 0 :01:4 1 0:06:3 9 Vehicle 44 12 :59:08 PM 5 1:05:00 PM 1:05 :42 PM 0 :05 :52 0:00:42 0:06:34 Ve hicl e 45 1:03:26 PM 3 1:0 5:51 PM 1:09:43 PM 0 :02 :25 0:03:52 0:06:1 7 Ve hi cle 46 1:05:25 PM 3 1:09:48 PM 1:16:50 PM 0 :04 :23 0:07:02 0:11:25 Veh icle 47 1:05 :58 PM 3 1:16:54 PM 1 :18:2 7 PM 0 :10:56 0:01:33 0:12:29 Veh icle 48 1 :09:53 PM 3 1:18:32 PM 1:18:59 PM 0 :08 :39 0:00:27 0 :09 :06 Vehicle 49 1:10:23 PM 4 1:19:05 PM 1:19:28 PM 0 :08 :42 0:00:23 0:09:05 Vehicle 50 1 :11 :15 PM 5 1:19:32 PM 1:20:13 PM 0 :08 :17 0:00:41 0 :08:58 Veh icle 51 1 :18:19 PM 5 1:20:22 PM 1:22 :12 PM 0 :02 :03 0 :01:50 0:03:53 Veh icle 52 1 :21 :07 PM 2 1:22:20 PM 1:22:43 PM 0 :01 :13 0:00:23 0:01:36 Veh icle 53 1:27:17 PM 1 1:27:17 PM 1:30:32 PM 0 :00:00 0:03:15 0:03:15 Ve hi cle 54 1:27 :31 PM 2 1:30:40 PM 1:3 1 :29 PM 0 :03 :09 0:00:49 0 :03:58 Veh icle 55 1:33 :01 PM 1 1:33 :01 PM 1:33:44 PM 0 :00:00 0:00:43 0:00:43 Veh icle 56 1 :34:40 PM 1 1:34:40 PM 1 :35:49 PM 0 :00:00 0:01 :09 0 :01:09 Veh icle 57 1 :39:03 PM 1 1:39:03 PM 1:45 :58 PM 0 :00:00 0 :06:55 0:06:55 Vehicle 58 1 :39:14 PM 2 1:46:04 PM 1:47:12 PM 0 :06 :50 0:01 :08 0 :07:58 Ve hicle 59 1:48:54 PM 1 1:48:54 PM 1:50:30 PM 0 :00:00 0 :01:36 0:01:36 Veh icle 60 1:50 :56 PM 1 1:50:56 PM 1 :55:09 PM 0 :00:00 0:04:13 0:04 :13 Veh icle 6 1 1 :5 1:41 PM 2 1:55:14 PM 1 :59:29 PM 0 :03 :33 0 :04:15 0:0 7:48 Ve hi cle 62 1:53:55 PM 3 1:59:34 PM 2:02:00 PM 0 :05 :39 0:02:26 0 :08:05 Veh icle 63 1:53 :59 PM 4 2 :02:07 PM 2 :02:53 PM 0 :08 :08 0 :00:46 0:08:54 Veh icle 64 1 :54:46 PM 5 2 :03:01 PM 2:04:44 PM 0 :08 :15 0:01:43 0 :0 9:58 Veh icle 65 2:08 :40 PM 1 2 :08:40 PM 2 :10:47 PM 0 :00:00 0:02:07 0 :02:07 Vehicle 66 2:22:05 PM 1 2:22:05 PM 2:25:32 PM 0 :00:00 0:03:27 0 :03:27 Veh icle 67 2 :2 2 :37 PM 2 2 :25:40 PM 2 :26:05 PM 0 :03 :03 0 :00:25 0:03:28 Veh icle 68 2:23:20 PM 3 2 :26:12 PM 2:26:35 PM 0 :02 :52 0 :0 0:23 0:03:15 Veh icle 69 2 :4 1 :53 PM 1 2 :4 1 :53 PM 2 :43:00 PM 0 :00:00 0:01:07 0:0 1:07 Ve hicl e 7 0 2:42 :40 PM 2 2 :43:05 PM 2:43:44 PM 0 :00:25 0:0 0:39 0:0 1:04 Veh icle 7 1 2:48:46 PM 1 2 :48:46 PM 2:54 :5 1 PM 0 :00:00 0:06:05 0:06:05 115 Vehicle 72 2:51:02 PM 2 2:55:05 PM 2:55:48 PM 0 :04 :03 0:00:43 0:04:46 Ve hi cle 73 3:04:27 PM 1 3:04:27 PM 3:04:47 PM 0:00:00 0:00:20 0:00:20 Ve hi cle 74 3:08:35 PM 1 3:08:35 PM 3:09:31 PM 0 :00:00 0:00:56 0:0 0:56 Veh icle 75 3:09:04 PM 2 3:09:41 PM 3:10:21 PM 0 :00:37 0:0 0:40 0 :01:17 Ve hicle 76 3:15:12 PM 1 3:15:12 PM 3:15:58 PM 0 :00:00 0:00:46 0:00:46 Ve hi cle 77 3:24:40 PM 1 3:24:40 PM 3:30:49 PM 0 :00:00 0:06:09 0 :06 :09 Ve hi cle 78 3:29:24 PM 2 3:30:57 PM 3:31:16 PM 0 :01:33 0:0 0:19 0:01:52 Veh icle 79 3:40:28 PM 1 3:40:28 PM 3:42:16 PM 0 :00:00 0:01:48 0 :01:48 Veh icle 80 3:40:42 PM 2 3:42:21 PM 3:43:05 PM 0 :01 :39 0:00:44 0:02:23 Ve hi cle 8 1 3:46:05 PM 1 3:46:05 PM 3:46:28 PM 0 :00:00 0:00:23 0:0 0 :23 Veh icle 82 3:47 :10 PM 1 3:47:10 PM 3:48:43 PM 0 :00:00 0:0 1:33 0:01:33 Veh icle 83 3:51:07 PM 1 3:51:07 PM 3:52:05 PM 0:00:00 0:0 0 :58 0 :00:58 Veh icle 84 3:53:13 PM 1 3:53:13 PM 3:55:38 PM 0 :00:00 0:02:25 0:02:25 Ve hi cle 85 3:57:30 PM 1 3:5 7:30 PM 4:05:11 PM 0 :00:00 0:07:41 0:07:41 Ve hi cle 86 3:58:32 PM 2 4:05 :19 PM 4:06:34 PM 0 :06 :47 0:0 1:15 0:08:02 Ve hi cle 87 4:02:46 PM 3 4:06:41 PM 4:08:52 PM 0 :03:55 0:02:11 0:06:06 Vehicle 88 4:15:38 PM 1 4:15:38 PM 4:16:59 PM 0 :00:00 0:01:21 0:01:2 1 Ve hi cle 89 4:16:45 PM 2 4:17:05 PM 4:20:02 PM 0 :00:20 0:02:57 0:03:17 Veh icle 90 4 :24:35 PM 1 4:24:35 PM 4:26:11 PM 0 :00:00 0:0 1:36 0:01:36 Ve hi cle 9 1 4:26:40 PM 1 4:26:40 PM 4:27:35 PM 0 :00:00 0:00:55 0 :00:55 Ve hicle 92 4:27 :14 PM 2 4:27:43 PM 4:28:10 PM 0 :00:29 0:00:27 0:00 :56 Ve hi cle 93 4 :4 0:53 PM 1 4:40:53 PM 4:42:47 PM 0 :00:00 0:01:54 0 :01:54 Ve hi cle 94 4:41:54 PM 2 4:42:54 PM 4:43:37 PM 0 :01 :00 0:00:43 0:01:43 Ve hi cle 95 4:44:20 PM 1 4:44:20 PM 4:47:44 PM 0 :00:00 0:03:24 0:03:24 Ve hi cle 96 4:44:22 PM 2 4:47:50 PM 4:48 :27 PM 0 :03 :28 0:0 0:3 7 0 :04:05 Ve hi cle 97 4:47:35 PM 3 4:48:30 PM 4:49:45 PM 0 :00:55 0:01:15 0:02:10 Veh icle 98 4:47:48 PM 3 4:49:52 PM 4:50:47 PM 0 :02:04 0:00:55 0:02:59 Ve hi cle 99 4:50:55 PM 1 4:50:55 PM 4:52:00 PM 0 :00:00 0:01:05 0:01:05 Ve hicle 100 4:56:56 PM 1 4:56:56 PM 4:58:26 PM 0 :00:00 0:01:30 0:01:30 Ve hi cle 101 4:57:31 PM 2 4:58:33 PM 4:59:28 PM 0 :01 :02 0:00:5 5 0:01:57 Ve hi cle 102 5:02:24 PM 1 5:02:24 PM 5:02:45 PM 0 :00:00 0:00:2 1 0:00:2 1 Ve hi cle 103 5:08:43 PM 1 5:08 :43 PM 5:11:29 PM 0 :00:00 0:02:46 0:02:46 Vehicle 104 5:16 :20 PM 1 5 :16:20 PM 5:17:05 PM 0 :00:00 0:0 0:45 0:00:45 Ve hi cle 105 5:16:00 PM 2 5:17 :08 PM 5:18:52 PM 0 :01 :08 0:01:44 0:02:52 Ve hi cle 106 5 :2 1 :18 PM 1 5 :21:18 PM 5:22:41 PM 0 :00:00 0:01:23 0:01:23 Ve hi cle 107 5 :21:26 PM 2 5:22 :53 PM 5:23:29 PM 0 :01 :27 0:0 0:36 0:02:03 Ve hi cle 108 5:24:13 PM 1 5 :24:13 PM 5:24:31 PM 0 :00:00 0:00:18 0:00:18 Ve hi cle 109 5:25:30 PM 1 5:25:30 PM 5:27:40 PM 0 :00:00 0:02:10 0:02:10 Ve hi cle 110 5:25:43 PM 2 5 :27:45 PM 5:28:53 PM 0 :02:02 0:01 :08 0 :03:10 Ve hi cle 111 5:28:37 PM 2 5 :29:01 PM 5:29:43 PM 0 :00:24 0:00:42 0:01:06 Ve hicle 112 5:29:07 PM 2 5:29:50 PM 5:32:31 PM 0 :00:43 0:02:41 0:03:24 Ve hi cle 113 5 :29:12 PM 3 5 :32:40 PM 5:35:44 PM 0 :03 :28 0:03:04 0:06:32 Vehicle 114 5:34:12 PM 2 5 :35:48 PM 5:37:42 PM 0 :01 :36 0:0 1:54 0:03:30 Veh icle 115 5 :3 4:24 PM 3 5 :37 :49 PM 5:39:40 PM 0 :03 :25 0:01:5 1 0:05:16 Ve hi cle 116 5:34:30 PM 4 5 :39:42 PM 5:40:01 PM 0 :05 :12 0:00:19 0:05:31 Ve hi cle 117 5:38:05 PM 3 5:40:07 PM 5:40:25 PM 0 :02 :02 0:00:18 0:02:20 Ve hi cle 118 5:40:29 PM 1 5 :40:29 PM 5:41 :42 PM 0 :00:00 0:0 1 :13 0:01:13 Ve hi cle 119 5:44:52 PM 1 5:44:52 PM 5:48:55 PM 0 :00:00 0:04:03 0:04:03 Ve hicle 120 5:46:14 PM 2 5:49:00 PM 5:50:12 PM 0 :02 :46 0:0 1:12 0 :03:58 Ve hi cle 121 5 :4 7 :34 PM 3 5:50:21 PM 5:5 1:14 PM 0 :02 :47 0:00:53 0:03:40 Vehicle 122 5:47 :37 PM 4 5 :51:19 PM 5:5 1:31 PM 0 :03 :42 0:00:12 0:03:54 Veh icle 123 5:48:16 PM 5 5 :51:39 PM 5:52:36 PM 0 :03 :23 0:0 0:5 7 0:04:20 Ve hi cle 124 5:52:17 PM 2 5 :52:41 PM 5:53:07 PM 0 :00:24 0:00:26 0:00:50 Ve hi cle 125 5:53:29 PM 1 5:53:29 PM 5:53:55 PM 0 :00:00 0:00:26 0 :00 :26 Ve hi cle 126 5:58:35 PM 1 5 :58:35 PM 6:00:25 PM 0 :00:00 0:01:50 0 :01:50 Ve hi cle 127 6:00:22 PM 2 6 :00:30 PM 6:03:00 PM 0 :00:08 0:02:30 0:02:38 Ve hicle 128 6:00:36 PM 2 6:03:37 PM 6:05:32 PM 0 :03:01 0:0 1:55 0:04:56 Ve hi cle 129 6:02 :31 PM 3 6 :05 :37 PM 6:06:30 PM 0 :03 :06 0:00:53 0:03:59 Vehicle 130 6:04:25 PM 3 6 :06:36 PM 6:07:52 PM 0 :02 :11 0:0 1:16 0:03:27 Vehicle 131 6:05:05 PM 4 6 :07 :59 PM 6:08:25 PM 0 :02 :54 0:00:26 0:03:20 Ve hi cle 132 6:07 :46 PM 3 6:08:36 PM 6:12:26 PM 0 :00:50 0:03:50 0:04:40 Ve hi cle 133 6:09:25 PM 2 6 :12:32 PM 6:12:57 PM 0 :03 :07 0:00:25 0:03:32 Ve hi cle 134 6:12:50 PM 2 6 :13:06 PM 6:13:20 PM 0 :00:16 0:00:14 0:00:30 Ve hi cle 135 6:13:37 PM 1 6 :13:37 PM 6:16:04 PM 0 :00:00 0:02:27 0:0 2:27 Ve hicle 136 6:16:15 PM 1 6 :16:15 PM 6:18:15 PM 0 :00:00 0:02:00 0:02:00 Ve hi cle 137 6:18:07 PM 2 6 :18 :18 PM 6:19:21 PM 0 :00:11 0:01:03 0:01:14 Ve hi cle 138 6:18:07 PM 3 6:19:25 PM 6:25:17 PM 0 :01 :18 0:05:52 0:07:1 0 Veh icle 139 6:23:57 PM 2 6 :25:22 PM 6 :25:46 PM 0 :01 :25 0:00:24 0:01:49 Ve hi cle 140 6:24:16 PM 3 6 :25:54 PM 6:26:49 PM 0 :01 :38 0:00:55 0:02:33 Ve hi cle 141 6:30:29 PM 1 6 :30:29 PM 6:33 :22 PM 0 :00:00 0:02:53 0:02:53 Ve hi cle 142 6:3 1 :44 PM 2 6:33:29 PM 6:35:52 PM 0 :01 :45 0:02:23 0:04:08 Ve hi cle 143 6:35 :17 PM 2 6 :36 :00 PM 6:36:48 PM 0 :00:43 0:00:48 0:01:3 1 Ve hicle 144 6:36:11 PM 2 6 :36:58 PM 6:37:24 PM 0 :00:47 0:00:26 0:01:13 Ve hi cle 145 6:38:36 PM 1 6 :38:36 PM 6:39:15 PM 0 :00:00 0:00:39 0:00:39 Vehicle 146 6:42:16 PM 1 6 :42:16 PM 6:43:00 PM 0 :00:00 0:00:44 0:0 0:44 116 Vehicle 147 6:47:54 PM 1 6:47:54 PM 6:49:48 PM 0 :00:00 0:01:54 0:01:54 Ve hi cle 148 6 :49:20 PM 2 6:49:59 PM 6:50:37 PM 0 :00:39 0:00:38 0:01 :17 Ve hi cle 149 6:50:17 PM 2 6 :50:42 PM 6:5 1:10 PM 0 :00:25 0:00:28 0:00:53 Ve hi cle 150 6:5 1:32 PM 1 6:51:32 PM 6:52:44 PM 0 :00:00 0:01:12 0:0 1 :12 Ve hi cle 151 6:55:16 PM 1 6:55:16 PM 6:56:45 PM 0 :00:00 0:0 1:29 0:01:29 Ve hi cle 152 6:59:13 PM 1 6:59:13 PM 7:02:24 PM 0 :00:00 0:03:11 0:03:11 Ve hi cle 153 7:01 :10 PM 2 7:02:29 PM 7:03:01 PM 0 :01 :19 0:0 0:3 2 0:01:51 Veh icle 154 7:0 1:54 PM 3 7:03 :07 PM 7:03:28 PM 0 :01 :13 0:00:21 0 :0 1 :34 Veh icle 155 7:03:37 PM 1 7:03:37 PM 7:05:25 PM 0 :00:00 0:01:48 0:01:48 Ve hi cle 156 7 :03:47 PM 2 7:05 :3 0 PM 7:10:37 PM 0 :01 :43 0:05:07 0:06:50 Veh icle 157 7:05 :59 PM 2 7 :10:42 PM 7 :11 :12 PM 0 :0 4 :43 0:0 0:30 0:05:13 Veh icle 158 7:06:34 PM 3 7:11 :17 PM 7:12:46 PM 0:04:43 0:01:29 0:06:12 Ve hi cle 159 7:10:08 PM 4 7:12:52 PM 7:13:27 PM 0 :02 :44 0:00:35 0:03:19 Ve hi cle 160 7:16:22 PM 1 7:16:22 PM 7:19:12 PM 0 :00:00 0:02:50 0:02:50 Ve hi cle 161 7:17 :2 1 PM 2 7:19:18 PM 7:20:44 PM 0 :01 :57 0:0 1:26 0:03:23 Veh icle 162 7:2 1:4 1 PM 1 7:2 1:4 1 PM 7 :22:59 PM 0 :00:00 0:0 1:18 0:01:18 Vehicle 163 7:22:19 PM 2 7:23:07 PM 7:23:46 PM 0 :00:48 0:0 0:39 0:01:27 Ve hi cle 164 7 :22:26 PM 3 7 :23:52 PM 7:25:25 PM 0 :01 :26 0:01:33 0:02:59 Ve hi cle 165 7:24:03 PM 2 7 :25:33 PM 7:26:04 PM 0 :01 :30 0:00:31 0:02:01 Ve hi cle 166 7:28:06 PM 1 7 :28 :06 PM 7:28:49 PM 0 :00:00 0:00:43 0:00:43 Ve hi cle 167 7:30:3 1 PM 1 7 :30:31 PM 7:32:06 PM 0 :00:00 0:01:35 0:01:35 Ve hi cle 168 7:34:30 PM 1 7 :34:30 PM 7:35:03 PM 0 :00:00 0:00:33 0:00:33 Ve hi cle 169 7:35 :27 PM 1 7:35:27 PM 7:37:42 PM 0 :00:00 0:02:15 0:02:15 Ve hi cle 170 7:37:38 PM 2 7 :37:51 PM 7 :39:02 PM 0 :00:13 0:0 1:11 0:0 1:24 Ve hi cle 171 7:37:53 PM 2 7 :39:10 PM 7:39:49 PM 0 :01 :17 0:00:39 0:01:5 6 Ve hi cle 172 7 :39:20 PM 2 7 :39:52 PM 7:40:44 PM 0 :00:32 0:00:52 0:01 :24 Veh icle 173 7:40:27 PM 2 7 :40:49 PM 7:42:48 PM 0 :00:22 0:0 1:59 0:02:2 1 Ve hi cle 174 7:4 1:03 PM 2 7:42:54 PM 7:43:4 7 PM 0 :01 :51 0:00:53 0:02:44 Ve hi cle 175 7:4 1 :2 1 PM 3 7:43:52 PM 7:44:48 PM 0 :02 :31 0:00:56 0:0 3:27 Ve hi cle 176 7:44:59 PM 1 7:44:59 PM 7:49:20 PM 0 :00:00 0:04:2 1 0:04:2 1 Ve hi cle 177 7:59 :03 PM 1 7:59:03 PM 7:59:55 PM 0 :00:00 0:0 0:52 0:00:52 Veh icle 178 7:59:27 PM 2 8 :00:00 PM 8:00:46 PM 0 :00:33 0:00:46 0:0 1:19 Ve hicle 179 8:03 :37 PM 1 8:03:37 PM 8:05:20 PM 0 :00:00 0 :0 1 :43 0:01:43 Ve hi cle 180 8:09:11 PM 1 8:09 :11 PM 8:18:45 PM 0 :00:00 0:09:34 0:09:34 Ve hi cle 181 8:11 :04 PM 2 8:18:52 PM 8:19:51 PM 0 :07 :48 0:00:59 0:08:47 Ve hi cle 182 8:13:53 PM 3 8 :20:00 PM 8:2 1 :38 PM 0 :06 :07 0:01:38 0 :07:45 Ve hi cle 183 8:15:11 PM 4 8:21:43 PM 8:22:29 PM 0 :06 :32 0:00:46 0:07:18 Ve hicl e 184 8:16:56 PM 5 8 :22:34 PM 8:23:56 PM 0 :05 :38 0:01:22 0 :07:00 Ve hi cle 185 8 :27:19 PM 1 8:27:19 PM 8:28:11 PM 0 :00:00 0:0 0:52 0:00:52 Veh icle 186 8:37:09 PM 1 8 :37:09 PM 8:38:56 PM 0 :00:00 0:0 1:47 0:01:47 Ve hi cle 187 8:37:29 PM 2 8:39:00 PM 8:40:30 PM 0 :01 :31 0:0 1:30 0:03:01 Ve hi cle 188 8:38:01 PM 3 8:40:37 PM 8:41:18 PM 0 :02 :36 0 :00:4 1 0:03:1 7 Ve hicle 189 8:42:26 PM 1 8:42:26 PM 8:45:15 PM 0 :00:00 0:02:49 0:02:49 Ve hi cle 190 8:43:33 PM 2 8:45:22 PM 8:46:33 PM 0 :01 :49 0:0 1:11 0:03:0 0 Ve hi cle 191 8:45:37 PM 2 8:46:38 PM 8:47:37 PM 0 :01:01 0:00:59 0:02:0 0 Ve hi cle 192 8:47:10 PM 2 8 :47:44 PM 8:53:45 PM 0 :00:34 0:06:01 0:06:35 Ve hi cle 193 8:53:33 PM 2 8 :53:54 PM 8:55:27 PM 0 :00:21 0:0 1 :33 0:01:54 Vehicle 194 8 :54:33 PM 2 8 :55 :34 PM 8:56:17 PM 0 :01 :01 0:00:43 0:01:44 Ve hi cle 195 9:00:38 PM 1 9:00:38 PM 9:03:16 PM 0 :00:00 0:02:38 0:02:38 Ve hi cle 196 9:02:26 PM 2 9 :03:24 PM 9:08:29 PM 0 :00:58 0 :05:05 0:06:03 Ve hi cle 197 9:02:45 PM 3 9 :08:35 PM 9:09:19 PM 0 :05 :50 0:00:44 0:06:34 Ve hi cle 198 9:02 :45 PM 4 9:09 :23 PM 9:12:19 PM 0 :06 :38 0:02:56 0:09:34 Ve hi cle 199 9:06:01 PM 4 9 :12 :2 4 PM 9:16:26 PM 0 :06 :23 0:04:02 0:10:25 Ve hicl e 200 9:09:25 PM 3 9 :16:32 PM 9:19:39 PM 0 :07 :07 0:03:07 0:10:14 Ve hi cle 201 9:16 :42 PM 2 9 :19:46 PM 9:22:18 PM 0 :03 :04 0:02:32 0:0 5:36 Veh icle 202 9:17:16 PM 3 9 :2 2 :24 PM 9:24:20 PM 0 :05 :08 0:0 1:56 0:0 7:04 Ve hi cle 203 9:18:57 PM 4 9:24:26 PM 9:27:24 PM 0 :05 :29 0:02:58 0:08:27 Ve hi cle 204 9 :32:46 PM 1 9 :32 :46 PM 9 :34:05 PM 0 :00:00 0 :0 1:19 0:01:19 Ve hicle 205 9:33 :44 PM 2 9 :34:11 PM 9:37:38 PM 0 :00:27 0:03:27 0:03:54 Ve hi cle 206 9 :37:04 PM 2 9:37 :46 PM 9:41:41 PM 0 :00:42 0:03:55 0:04:37 Ve hi cle 207 9:42 :42 PM 1 9 :42:42 PM 9:47:36 PM 0 :00:00 0:04:54 0:04:54 Ve hi cle 208 9:48:43 PM 1 9 :48 :43 PM 9:51:10 PM 0 :00:00 0:02:27 0:02:27 117 Resta urant Location : 1291 Hill Road N., Picke ringto n, OH 4314 7 Data Collection Date: Saturday, August 6, 2022 T ime En tering Number of Time Arriving Time Exiti ng Tim e In Queue Pic k-Up Lane Vehicles in Que ue At Window Pic k-U p Lane Pr ior To Window Tim e At W i ndow Tot al Serv ice Time Veh icle 1 10:45 :00AM 1 10:45:00AM 10:5 1 :46 AM 0 :00:00 0 :06:46 0 :06:46 Vehicle 2 10:45 :0 1 AM 2 10:51:52 AM 10 :53:35 AM 0 :06 :51 0 :01:43 0 :08:34 Veh icle 3 10:53 :32 AM 2 10:53:44AM 10:54:40 AM 0 :00:12 0 :00:56 0 :01 :08 Veh icle 4 10:5 6 :39 AM 1 10:56:39 AM 10:58:5 2 AM 0 :00:00 0 :02 :13 0 :02:13 Veh icle 5 10:57:10 AM 2 10:58 :58 AM 11:00:30 AM 0 :01 :48 0 :0 1 :3 2 0 :03:20 Veh icle 6 11:09:23 AM 1 11:09:23 AM 11:10:55 AM 0 :00:00 0 :0 1 :32 0 :01 :32 Veh icle 7 11:22 :58 AM 1 11:22:58AM 11:24:11 AM 0 :00:00 0:01 :13 0 :01 :13 Veh icle 8 11:23 :15 AM 2 11:24:19 AM 11:25:18 AM 0 :01 :04 0 :00:59 0:02 :0 3 Veh icle 9 11:29:11 AM 1 11:29:11 AM 11:29:47 AM 0 :00:00 0 :00:36 0 :0 0 :36 Vehicle 10 11:31 :00 AM 1 11:31:00 AM 11:33:14 AM 0 :00:00 0 :02:14 0 :02:14 Veh icle 11 11:34:38 AM 1 11:34:38 AM 11:35:08 AM 0 :00:00 0 :00:30 0 :00:30 Vehicle 12 11:35 :58 AM 1 11:35:58 AM 11 :36:11 AM 0 :00:00 0 :00:13 0 :00:13 Veh icle 13 11:47 :10 AM 1 11:47:10 AM 11:48:41 AM 0 :00:00 0:0 1 :3 1 0 :0 1:3 1 Vehicle 14 11:50:49 AM 1 11:50:49 AM 11:51 :05 AM 0 :00:00 0 :00:16 0 :00 :16 Veh icle 15 11 :5 3:00 AM 1 11:53 :00AM 11:53 :15 AM 0 :00:00 0 :00:15 0 :00 :15 Veh icle 16 11:56:45 AM 1 11:56:45 AM 11:58 :42 AM 0 :00:00 0 :0 1 :57 0:01:57 Veh icle 17 11 :58:33 AM 2 11:58 :50 AM 12:00 :0 8 PM 0 :00:17 0 :0 1:18 0 :0 1:35 Vehicle 18 12 :0 0 :10 PM 1 12:00:10 PM 12 :0 1:03 PM 0 :00:00 0 :00:53 0 :00 :53 Veh icle 19 12:0 6 :46 PM 1 12 :06:46 PM 12 :07:28 PM 0 :00:00 0:00:42 0 :00:42 Veh icle 20 12 :07 :50 PM 1 12 :07 :50 PM 12 :12 :20 PM 0 :00:00 0:04:30 0 :04:30 Veh icle 2 1 12:10:14 PM 2 12:12 :25 PM 12:12:40 PM 0 :02 :11 0:00:15 0 :02:26 Vehicle 22 12 :15 :17 PM 1 12 :15:17 PM 12 :20:17 PM 0 :00:00 0:05:00 0:0 5:00 Veh icle 23 12:19 :48 PM 2 12 :20 :23 PM 12 :21 :49 PM 0 :0 0 :35 0:01:26 0:02:01 Veh icle 24 12 :28 :52 PM 1 12:28:52 PM 12 :29 :38 PM 0 :00:00 0 :00:46 0:00:46 Veh icle 25 12:29:24 PM 2 12 :29 :46 PM 12:29:54 PM 0 :00:22 0:00:08 0 :00:30 Vehicle 26 12:34 :40 PM 1 12:34:40 PM 12 :34:57 PM 0 :00:00 0 :00:17 0 :00 :17 Veh icle 27 12:42 :27 PM 1 12 :42 :27 PM 12 :43 :00 PM 0 :0 0 :00 0:00:3 3 0 :00:33 Veh icle 28 12 :43 :15 PM 1 12 :43 :15 PM 12 :43:46 PM 0 :00:00 0:00 :3 1 0 :00 :3 1 Veh icle 29 12 :44 :41 PM 1 12 :44:41 PM 12 :46 :0 2 PM 0 :00:00 0:01:21 0 :0 1:2 1 Vehicle 30 12 :5 1 :22 PM 1 12 :51 :22 PM 12 :54:18 PM 0 :00:00 0:02 :56 0:0 2:56 Veh icle 3 1 12:52:0 2 PM 2 12 :54:30 PM 12 :57:31 PM 0 :02 :28 0 :03:0 1 0:05:29 Veh icle 32 1 :01 :00 PM 1 1:01 :00 PM 1:02:20 PM 0 :00:00 0 :01:20 0:01:20 Veh icle 33 1 :17:50 PM 1 1:17:50 PM 1:19:00 PM 0 :00:00 0 :01:10 0 :01:10 Vehicle 34 1:19:26 PM 1 1:19:26 PM 1:21:41 PM 0 :00:00 0 :02 :15 0:02:15 Veh icle 3 5 1:21 :3 2 PM 2 1:21 :48 PM 1 :2 3 :49 PM 0 :00:16 0 :02:0 1 0 :02:17 Veh icle 3 6 1:26:22 PM 1 1:26:22 PM 1 :27:21 PM 0 :00:00 0 :0 0 :59 0:00:59 Veh icle 37 1 :41 :12 PM 1 1:41 :12 PM 1:42:35 PM 0 :00:00 0 :01:23 0 :01:23 Vehicle 38 1:45 :32 PM 1 1:45:32 PM 1:46:28 PM 0 :00:00 0 :00:56 0 :00:56 Veh icle 39 1 :48:59 PM 1 1:48:59 PM 1:49:21 PM 0 :00:00 0 :00:22 0 :00:22 Veh icle 40 1:49:17 PM 2 1:49:32 PM 1 :52:52 PM 0 :00:15 0 :03:20 0:03:35 Vehicle 4 1 1 :57:41 PM 1 1:57:41 PM 2 :03:13 PM 0 :00:00 0 :05:32 0:05:32 Vehicle 42 1 :58:22 PM 2 2 :03:17 PM 2 :06:45 PM 0 :04 :55 0 :03:28 0:08:23 Veh icle 43 1 :59:59 PM 3 2 :06:49 PM 2 :07:08 PM 0 :0 6:50 0 :00:19 0 :07:09 Vehicle 44 2:00:59 PM 4 2 :07:13 PM 2 :14:40 PM 0 :06 :14 0 :07:27 0:13:41 Veh icle 45 2 :02 :58 PM 5 2 :14:45 PM 2 :15:25 PM 0 :11 :47 0 :00:40 0 :12:27 Veh icle 46 2:02 :38 PM 6 2 :15:31 PM 2:16:34 PM 0 :12 :53 0 :0 1 :03 0 :13:56 Veh icle 47 2 :03 :54 PM 6 2 :1 6 :39 PM 2 :17:25 PM 0 :12 :45 0 :00:46 0 :13:3 1 Veh icle 48 2:06:10 PM 7 2 :17:30 PM 2:19:03 PM 0 :11 :20 0 :01:33 0:12:53 Vehicle 49 2:07:48 PM 6 2 :19:09 PM 2 :20:32 PM 0 :11 :21 0 :01:23 0 :12:44 Vehicle SO 2:13 :47 PM 7 2 :20:39 PM 2:2 1 :31 PM 0 :06 :52 0:00:52 0 :07:44 Veh icle 51 2 :16:27 PM 6 2 :21 :37 PM 2 :22:45 PM 0 :05 :10 0 :01:08 0 :06:18 Veh icle 52 2:19 :17 PM 4 2 :22:53 PM 2 :23:36 PM 0 :03 :36 0 :00:43 0:04:19 Veh icle 5 3 2 :26:55 PM 1 2 :26:55 PM 2 :3 0:07 PM 0 :00:00 0 :03:12 0 :0 3:12 Veh icle 54 2:28:00 PM 2 2 :30:13 PM 2:32:00 PM 0 :02 :13 0 :0 1 :47 0 :04:00 Veh icle 55 2:30 :37 PM 2 2 :32 :13 PM 2 :32:54 PM 0 :01 :36 0 :00:4 1 0 :02:17 Veh icle 56 2:32 :14 PM 2 2 :33:02 PM 2:34:27 PM 0 :00:48 0:01:25 0:02 :13 Veh icle 57 2:34:50 PM 1 2 :34:50 PM 2:35:00 PM 0 :00:00 0 :00:10 0 :00:10 Vehicle 58 3:02:07 PM 1 3:02:07 PM 3:03:00 PM 0 :00:00 0 :00:53 0 :00 :53 Ve hicle 59 3:04:21 PM 1 3 :04:21 PM 3 :04:38 PM 0 :00:00 0 :00:17 0 :00:17 Vehicle 60 3 :11 :36 PM 1 3 :11:36 PM 3 :15:56 PM 0 :00:00 0 :04:20 0 :04:20 Veh icle 6 1 3:11 :39 PM 2 3:14:04 PM 3:14:47 PM 0 :02 :25 0 :00:43 0 :0 3:08 Veh icle 62 3:19 :3 1 PM 1 3 :19:31 PM 3:20:14 PM 0 :00:00 0 :00:43 0 :00:43 Veh icle 63 3:19:50 PM 2 3 :20:17 PM 3 :2 1 :05 PM 0 :00:27 0 :00:48 0 :01:15 Veh icle 64 3:22:25 PM 1 3 :22:25 PM 3 :22:58 PM 0 :00:00 0 :00 :33 0:00:33 Veh icle 65 3:24:37 PM 1 3 :24:37 PM 3:29:16 PM 0 :00:00 0 :04:3 9 0 :04:3 9 Vehicle 66 3:27:09 PM 2 3:29:21 PM 3 :29:37 PM 0 :02 :12 0:00:16 0 :02:28 Veh icle 67 3 :51 :36 PM 1 3 :51:36 PM 3 :52:25 PM 0 :00:00 0 :00:49 0 :00:49 Veh icle 68 3:53 :38 PM 1 3 :53:38 PM 3:59:39 PM 0 :00:00 0 :06:01 0 :06:01 Veh icle 6 9 3 :59:04 PM 2 3 :59:43 PM 4 :05:46 PM 0 :00:39 0 :06:03 0 :06:42 Veh icle 70 3:59:54 PM 3 4:05:54 PM 4:07:15 PM 0 :06:00 0 :0 1 :21 0:07:2 1 Veh icle 7 1 4:00:21 PM 4 4:07:23 PM 4 :07:50 PM 0 :07 :02 0 :00:27 0 :07:29 118 Vehicle 72 4:10:04 PM 1 4:10:04 PM 4:12:24 PM 0 :00:00 0:02:20 0:02:20 Ve hi cle 73 4:16:08 PM 1 4:16:08 PM 4:17:14 PM 0:00:00 0 :01:06 0:01:06 Ve hi cle 74 4:16 :23 PM 2 4:17:20 PM 4:17:51 PM 0 :00:57 0:00:3 1 0:01:28 Ve hi cle 75 4:24:14 PM 1 4:24:14 PM 4 :25:28 PM 0:00:00 0:01:14 0:0 1:14 Ve hi cle 76 4:29:22 PM 1 4:29:22 PM 4:30:24 PM 0 :00:00 0:0 1:02 0:01:02 Ve hi cle 77 4:35:24 PM 1 4:35 :24 PM 4:36:03 PM 0 :00:00 0:00:39 0:00:39 Ve hi cle 78 4:42:18 PM 1 4:42:18 PM 4:43:18 PM 0 :00:00 0:01:00 0:0 1 :00 Veh icle 79 4:42 :33 PM 2 4:43:23 PM 4:43:53 PM 0 :00:50 0:00:30 0:01:20 Veh icle 80 4:48:48 PM 1 4:48:48 PM 4:49:28 PM 0 :00:00 0:00:40 0:00:40 Ve hi cle 8 1 4:51:08 PM 1 4:51:08 PM 4:53:38 PM 0 :00:00 0:02:3 0 0:02:3 0 Veh icle 82 4:53 :05 PM 2 4:53:50 PM 4:54:34 PM 0 :00:45 0:00:44 0:01:29 Veh icle 83 4:54:00 PM 2 4:54:43 PM 4:55:59 PM 0:00:43 0:01:16 0:0 1 :59 Ve hi cle 84 4:57 :53 PM 1 4:57:53 PM 4:58:55 PM 0 :00:00 0:01 :02 0:01:02 Ve hi cle 85 4:58:44 PM 2 4:59 :04 PM 5:02:49 PM 0 :00:20 0:03:45 0:04:05 Ve hi cle 86 5:03:04 PM 1 5 :03:04 PM 5:06:57 PM 0 :00:00 0:03:53 0:03:53 Veh icle 87 5:11:05 PM 1 5:11:05 PM 5:14:15 PM 0 :00:00 0:03:10 0:03:10 Vehicle 88 5:11 :29 PM 2 5 :14:21 PM 5:15:09 PM 0 :02:52 0:00:48 0:03:40 Ve hi cle 89 5:11:58 PM 3 5:15:14 PM 5:16:02 PM 0 :03 :16 0 :00:48 0:04:04 Ve hi cle 90 5:12 :25 PM 4 5 :16:07 PM 5:16:27 PM 0 :03 :42 0:00:20 0:04:02 Ve hi cle 9 1 5:17:42 PM 1 5:17:42 PM 5:18:02 PM 0 :00:00 0:00:20 0:00:20 Ve hi cle 92 5:19:39 PM 1 5 :19:39 PM 5:23:15 PM 0 :00:00 0:03:36 0 :03:36 Ve hi cle 93 5:30:08 PM 1 5:30:08 PM 5:3 1 :00 PM 0 :00:00 0:00:52 0 :00:52 Ve hi cle 94 5:34:52 PM 1 5:34:52 PM 5:35:07 PM 0 :00:00 0:00:15 0:00:15 Veh icle 95 5:41:42 PM 1 5 :41:42 PM 5:42:53 PM 0 :00:00 0:01:11 0:01:11 Ve hi cle 96 5:50:32 PM 1 5 :50:32 PM 5:53:13 PM 0 :00:00 0:02:41 0:02:41 Ve hi cle 97 5:51:16 PM 2 5:53:18 PM 5:54:41 PM 0 :02 :02 0:01:23 0:03:25 Veh icle 98 5:54:46 PM 1 5 :54:46 PM 5:57:05 PM 0 :00:00 0:02:19 0:02:19 Ve hi cle 99 5:58:28 PM 1 5:58:28 PM 5:59:08 PM 0 :00:00 0:00:40 0:00:40 Ve hi cle 100 5:59:25 PM 1 5 :59:25 PM 6:0 1 :42 PM 0 :00:00 0:02:17 0 :02:17 Ve hi cle 101 6:01:48 PM 1 6:01:48 PM 6:08:14 PM 0 :00:00 0:06:26 0:06 :26 Ve hi cle 102 6:03:53 PM 2 6:08:20 PM 6:10:10 PM 0 :04 :27 0:0 1:50 0:06:17 Ve hi cle 103 6:04:53 PM 3 6:10:25 PM 6:10:53 PM 0 :05 :32 0:00:28 0:06:00 Ve hicle 104 6:05:22 PM 4 6 :11:01 PM 6:12:28 PM 0:05 :39 0:01 :27 0:07:06 Ve hi cle 105 6:11 :16 PM 2 6:12:38 PM 6:18:54 PM 0 :01 :22 0:06:16 0:07:38 Ve hi cle 106 6:14 :37 PM 2 6 :19:00 PM 6 :19:45 PM 0 :04 :23 0:00:45 0:05:08 Ve hi cle 107 6:15:49 PM 3 6:19:51 PM 6:20:06 PM 0 :04 :02 0:00:15 0 :04:17 Ve hi cle 108 6:16:52 PM 4 6:20:13 PM 6:22:17 PM 0 :03 :21 0:02:04 0:05:25 Ve hi cle 10 9 6:18:34 PM 5 6:22:23 PM 6:24:34 PM 0 :03 :49 0:02:11 0 :06:00 Ve hi cle 110 6:25 :03 PM 1 6:25:03 PM 6:26:25 PM 0 :00:00 0:01 :22 0:01:22 Ve hi cle 111 6:27:46 PM 1 6 :27:46 PM 6:3 1 :52 PM 0 :00:00 0:04:06 0:04:06 Ve hicle 112 6:32:30 PM 1 6:32:30 PM 6:34:21 PM 0 :00:00 0:0 1:51 0:01:51 Ve hi cle 113 6:34:27 PM 1 6 :34:27 PM 6:34:57 PM 0 :00:00 0:00:30 0:00:30 Ve hicle 114 6:35 :04 PM 1 6 :35:04 PM 6:35:33 PM 0 :00:00 0:00:29 0:00:29 Ve hicle 115 6:37:51 PM 1 6:37 :51 PM 6:39:40 PM 0 :00:00 0:01:49 0:01:49 Ve hi cle 116 6:38:02 PM 2 6:39:47 PM 6:40:52 PM 0 :01 :45 0:01 :05 0 :0 2:5 0 Ve hi cle 117 6:38:39 PM 3 6:40:57 PM 6:44:24 PM 0 :02 :1 8 0:03:27 0:05:45 Ve hi cle 118 6:40:03 PM 3 6:44:30 PM 6:45:24 PM 0 :04 :27 0:00:54 0:05:21 Ve hi cle 119 6:46:54 PM 1 6 :46 :54 PM 6:48:51 PM 0 :00:00 0:01:57 0:01:57 Ve hicle 120 6:48:09 PM 2 6 :48:58 PM 6:52:26 PM 0 :00:49 0:03:28 0:0 4:17 Ve hi cle 121 6:48:20 PM 3 6 :52 :33 PM 6:53:51 PM 0 :04 :13 0 :01:18 0:05:3 1 Veh icle 122 6:48:20 PM 4 6 :53:29 PM 6:54:44 PM 0 :05 :09 0:0 1:15 0:06:24 Veh icle 123 6:50:42 PM 4 6 :54:51 PM 6:57:01 PM 0 :04 :09 0:02:10 0:06:19 Ve hi cle 124 6:54:33 PM 3 6 :57:11 PM 6:59:11 PM 0 :02 :38 0:02:00 0:04:38 Ve hi cle 125 6:56:19 PM 3 6 :59 :16 PM 6:59:54 PM 0 :02 :57 0:00:38 0 :03:35 Ve hi cle 126 6:59:34 PM 2 7:00:00 PM 7:00:49 PM 0 :00:26 0:00:49 0:01 :15 Ve hi cle 127 7:07:41 PM 1 7 :07 :4 1 PM 7:08:07 PM 0 :00:00 0:00:26 0:00:26 Ve hicle 128 7:12:52 PM 1 7:12:52 PM 7:14:26 PM 0 :00:00 0:0 1:3 4 0:01:34 Ve hi cle 129 7 :13:01 PM 2 7 :14 :40 PM 7 :16:20 PM 0 :01 :39 0:01:40 0:03:19 Ve hicle 130 7:18:35 PM 1 7 :18:35 PM 7:20:06 PM 0 :00:00 0:0 1:3 1 0:01:3 1 Vehicle 131 7:20:03 PM 2 7 :20:11 PM 7 :21:38 PM 0 :00:08 0:01:2 7 0:01:35 Ve hi cle 132 7:2 1 :10 PM 2 7:21:45 PM 7:22:52 PM 0 :00:35 0:01:07 0:01:42 Ve hi cle 133 7:22 :39 PM 2 7 :22:58 PM 7 :23 :18 PM 0 :00 :19 0:00:20 0:00:39 Ve hi cle 134 7:23:01 PM 2 7:23:21 PM 7:23:44 PM 0 :00:20 0:00:23 0:00:43 Ve hi cle 135 7:24:20 PM 1 7 :24:20 PM 7:25:44 PM 0 :00:00 0:0 1:24 0:01:24 Ve hicle 136 7:3 1 :11 PM 1 7 :31:11 PM 7:33:09 PM 0 :00:00 0:01:58 0:01 :58 Ve hi cle 137 7:41:47 PM 1 7 :41:47 PM 7 :43:08 PM 0 :00:00 0:01:21 0:01:21 Ve hi cle 138 7:48:02 PM 1 7 :48:02 PM 7:49:26 PM 0 :00:00 0:0 1:24 0:01:24 Veh icle 139 7:5 1 :19 PM 1 7 :51 :19 PM 7 :52 :3 1 PM 0 :00:00 0:01:12 0 :01:12 Ve hi cle 140 7:51 :29 PM 1 7:52:45 PM 7:53:03 PM 0 :01 :16 0:00:18 0:01:34 Ve hi cle 141 7:5 3:23 PM 1 7 :53:23 PM 7:53:58 PM 0 :00:00 0:00:3 5 0:00:35 Ve hi cle 142 8:00:51 PM 1 8:00:51 PM 8:01 :32 PM 0 :00:00 0:00:41 0:00:41 Ve hi cle 143 8:02 :42 PM 1 8 :02 :42 PM 8:07:28 PM 0 :00 :00 0:04:46 0:04:46 Ve hi cle 144 8:03:43 PM 2 8:07:40 PM 8:09:44 PM 0 :03 :57 0:02:04 0:06:01 Ve hi cle 145 8:06:40 PM 3 8:09 :52 PM 8:12:18 PM 0 :03 :12 0:02:26 0:05:38 Vehicle 14 6 8:08:12 PM 3 8:12:22 PM 8:12:59 PM 0 :04 :10 0:00:37 0:04:47 119 Vehicle 147 8:10:44 PM 3 8:13:11 PM 8:16:06 PM 0 :02 :27 0:02:55 0:05:22 Veh icle 148 8:11:25 PM 4 8:16:15 PM 8:23:29 PM 0 :04 :50 0:07:1 4 0:12:04 Veh icle 149 8:11 :37 PM 5 8 :23:36 PM 8:25:41 PM 0 :11:59 0:02:05 0:14:04 Veh icle 1 50 8:11:47 PM 6 8:25 :49 PM 8:27:59 PM 0 :14:02 0:02:10 0:16:12 Ve h icle 1 51 8:12:19 PM 7 8 :28:05 PM 8:28:58 PM 0 :15:46 0:00:53 0:16:39 Ve hi cle 1 52 8 :13:00 PM 6 8:29:03 PM 8:29:21 PM 0 :16:03 0:00:18 0:16:21 Veh icle 1 53 8:17 :31 PM 7 8 :29:08 PM 8:29:58 PM 0 :11:37 0:0 0:50 0:12:27 Veh icle 1 54 8:20:13 PM 8 8:30:02 PM 8:30:50 PM 0 :09:49 0:00:48 0:10:37 Veh icle 155 8:22:28 PM 9 8:30:55 PM 8:32:42 PM 0 :08 :27 0:0 1:47 0:10:14 Veh icle 1 56 8 :31:42 PM 2 8:32:48 PM 8:34:24 PM 0 :01 :06 0:01:36 0:02:42 Veh icle 1 57 8:36:43 PM 1 8 :36:43 PM 8:39:23 PM 0 :00:00 0:02:40 0:02:40 Veh icle 1 58 8 :37:50 PM 2 8:39:33 PM 8:44:25 PM 0:01:43 0:04:52 0 :06:35 Veh icle 159 8:43:18 PM 2 8:44:34 PM 8:47:12 PM 0 :01 :16 0:02:38 0:03:54 Veh icle 160 8:44:01 PM 3 8:47:17 PM 8:48:4 5 PM 0 :03 :16 0:01:28 0:04:44 Veh icle 161 8:51:54 PM 1 8:51:54 PM 8:52:50 PM 0 :00:00 0:0 0:56 0:00:56 Veh icle 162 8:56:45 PM 1 8 :56:45 PM 8:59:09 PM 0 :00:00 0:02:2 4 0 :02:24 Vehicle 163 9 :02 :22 PM 1 9:02:22 PM 9:03:17 PM 0 :00:00 0:0 0:55 0:00:5 5 Veh icle 164 9:05:46 PM 1 9:05:46 PM 9:08:36 PM 0 :00:00 0:02 :50 0:02:50 Veh icle 165 9:10:43 PM 1 9 :10:43 PM 9:11:02 PM 0 :00:00 0:00:19 0:0 0:19 Veh icle 166 9:15:36 PM 1 9:15:36 PM 9:16:38 PM 0 :00:00 0:01:02 0:01:02 Vehicle 1 67 9:18:10 PM 1 9 :18:10 PM 9:19:09 PM 0 :00:00 0:00:59 0:00:59 Veh icle 168 9:18:44 PM 2 9:19:15 PM 9:23:28 PM 0 :00:31 0:04:13 0:04:44 Veh icle 169 9:30:21 PM 1 9 :30:21 PM 9:30:58 PM 0 :00:00 0:0 0:37 0:00:37 Veh icle 170 9:32 :53 PM 1 9 :32:53 PM 9:34:11 PM 0 :00:00 0:01:18 0 :01:18 Veh icle 171 9:39:06 PM 1 9:39:06 PM 9:39:36 PM 0 :00:00 0:00:30 0:00:30 DATE OF ORIGINAL:REVISION: DATE:REVISION: DATE:REVISION: DATE:NOT TO SCALEVICINITY MAPSCALE: 1" = 20'20'0'20'40'NORTH INDEX ISOR 17238 PG 3933belowCallSTANDARD LEGENDSS55419.DWGPREPARED FOR:JOB NUMBER:PROJECT LOCATION:PROJECT ADDRESS:SHEET 1 OF 1PROJECT TYPE:SURVEYOR'S CERTIFICATIONSITE DATA 120FOUND 1/2" PIPE (FLUSH) TBM #1 MAGNAIL & WASHER US. SURVEYOR ELEV. 8.95 / ( AL TA/NSPS LAND TITLE SURVEY ) < I HEREBY CERTIFY THAT THIS AS-BUILT SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. For inquiries, questions or concerns about this survey contact mjfeldbusch@ussurveyor.com orcall 1-800-867-8783 ext. 201 < ,_ 4--_ 49.29 ~;vE!'rvvir7d F'c:,ir7~E!' C::,riv-,e, E='V"'"S'r1SV'ill,e,I lr>dic3r>c3 -4 77"7 5 >,, I 1-4 •-1..--•-> -MIAMI-DADE COUNTY, STATE OF FLORIDA CHIPOTLE 6290 S. DIXIE HIGHWAY MIAMI, FL 33143 AS BUILT TOPOGRAPHY SURVEY LB NO. 0006899 EB# 6403 MICHAEL F. FELDBUSCH, PSM FLORIDA REGISTRATION No. 4615 01/26/2022 NOT VALID WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ~ COPYRIGHT 2022 U.S. SURVEYOR lilia drawing, is the property of U. S. Surveyor, 1h11 drawing, style and format 11 protected by Copyright and all rights ore reserved. The uae of this drawing style end format Is strictly: prohibited wlttiout the written consent ani:t permission of U.S. SUR.VEVCJoR. NOTE, THIS SUR\ID' SI-W..L NOT BE USED WITH AN AFFIM\IIT OR LEITER OF ANY KIND FOR REUSE INCLUDING, BUT NUT LMTED TO, FUTURE Cl.DSINGS, MORTGAGES, PLOT PLANS, CONSTRUCTlON, LANDSCAPING, PERMITTING, ETC. IT IS A. VIOLATION OF THE FEllEIW. COl"t'RIGHT N:r, DIGITAL lllllDNl.11 COPYRIGHT ,er, ro COP'f OR IIIODFY Nil REUSE TIIS SURVEY BEYOND THE DATE AND SCOPE. U.S. SUINEYOR, R'S ASSOCIATES, AND/OR AGENTS SelALL NOT BE LIABLE FOR USE OF THIS SURVEY B'I' INf CJT'HER ENTfrlES OR PERSONS FOR Nff PURPOSE BEYOND THE ORIGINAL MTE, SCOPE. / AS-BUILT TOPOGRAPHY SURVEY rf ASPHALT N/F -" CAMRA INVESTMEN LC OR 28544 PF 2040 ,,.,,,,..~,RCEL#09-4036-034-0 N/F SOUTH MIAMI PLAZA LTD OR 17238 PF 3933 PARCEL#09-4036-011-0610 / / ASPHALT / / TBM #2 BOX CUT ELEV. 8.84 2 . .3', 0-6 ONE STORY j .3.' BRICK SIDED BUILD NB FOOTPRINT = 3161.02 S.F. FFE=10.89 '"0.6' 2.3' 1.3' 0.1' Fl"E=l0,83 ASPHALT / / TCP CF' ASTING ELEV ,75 EL . INV, TC S TH 5.53 FOUND DRILL HOLE ELEV, 9,91 1.4' Know what's N/F KIMCO SOUTH MIAMI 634 INC OR 16775 PF 463 PARCEL#09-4036-035-0010 ' r;;;'b ,,,~-' N/F I I BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#09-4036-034-0020 I I IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, WHETHER SHOWN ON THIS SURVEY OR NOT PRIOR TO COMMENCEMENT OF WORK. THIS SURVEY HAS BEEN PREPARED USING AVAILABLE UTILITY DATA. THIS SURVEYOR DOES NOT MAKE STATEMENTS OF ACCURACY BASED UPON MAPS AND UTILITY LOCATES OF OTHERS. before you dig. WOOD FENCE 6' TALL E CHAIN LINK FENCE N/F CAMBRIDGE APARTMENTS LLC OR 19378 PF 3262 PARCEL#09-4036-035-0040 US Surveyor lnternol Use Only= XXX ## xx/xx N • t SW 74TH ST "' • • ... C "' .., "' • C :,: "' ;,, !;;: .., "' SW 7 T "' "' ;,, ',:j-:,: :,: ~ "' ,_ ,_ 0 O> ~ "' "' ;,, ;,, "' "' "' .;f-_ SW 78TH ST ... C 0~ C z SW 79TH ST ~~ THIS ORNMNC WAS CREATED TO BE VIE'IED IN llWG FORM.4.T. F IT IS REl'RODUCED CR IIIEWED IN PDF' OR »If OTHER EI..ECTllONIC FORMA.T, IT W.Y NOT BE TO SCALE ( SW 80TH P~ POWERPOLE (-GUY WIRE ~ LIGHT POLE "' ;,, "' -ss-SAN. SEWER LINE © S~ER MANHOLE @) GREASE 11W' • MONUMENT FOUND 0 MONUMENT SET 4' MAG NAIL FOUND @ w.G N>JL SET X X MARK A.S NOTED ... R.R. SPIKE FOUND fl, R.R. SPIKE SET 0-BENCHMARK 'tSt--oSTREET LIGHT POLE ctf' CLEAN OUT 1XJ ELEC. TRANSFORMER -SO-STORM DRAIN LINE ~ CONC. R/W MARKER (R) RECORD DATA. (M) MEASURED DATA -E -BURIED ELECTRIC 0/HE OVERHEAD EI..EClRIC © ELECTRIC MANHOLE IE] ELECTRIC MITTR IEI ELECTRIC BOX iii GENERATOR ~ ELECTRICAL VAULT @ STORM ORA.IN MANHOLE (2l STORM INLET @I CATCH BASIN !!I CURB INLET IT] TELEPHONE BOX (C) CALCULATED DATA !Ell ELECTRICAL PEDESTAL IE Ulli TEL£PHONE PEDESTAL TEL£PHONE VAULT TELEPHONE MANHOLE TE..EPHONE POLE R/WRIGHT OF WAY -W-WATER LINE BSL BACK SET LINE G) WATER MANHOLE RCP REINFORCED CONC PIPE .,... WATER VALVE CMP CORRUGATED METAL PIPE [W] WATER METER PVC PlASTIC PIPE ,o._ Wl1. METAL -A-AGL ABOVE GROUND LEVEL .fDC. HYDRANT BACK FLOW PREVENTOR FIRE DEPARTMENT CONNECllON S.F. SQUARE FOOT ~ 1./S LANDSCAPING e FUEL TANK LID F.Pi FLAG POLE UNKNOWN MANHOLE FROZEN MANHOLE Citl] UNKNOWN VAULT mil UNKNOWN VAULT METAL H]I WATER VAULT ~ GAS VALVE [ID GAS METER r-;,:i UNDERGROUND IWliill GAS MARKER ® GAS MANHOL£ -G-GAS LINE ~ TRAFFIC POLE (i) ~ -T-TE..EPHONE LINE 0/HT OVERHEAD TELEPHONE lllll ~l~lN~KER -c-CABLE TELEVISION -FO-FIBER OPTIC CABLE 0/HC OVERHEAD CA.BL£ lg CABLE BOX (Cl!I CABLE PEDESTAL [i&I UNDERGROUND CABLE MARKER ® TELECOMMUNICATlONS MANHOLE I!!:) TELECOMMUNICATIONS PEDESTAL TELECOMMUNICATIONS ~ MAIL BOX e BOLLARD B.HO BORE HOLE ©_L TRAFFIC MANHOLE 8 TRAFFIC SIGNAL BOX ll:ll VAULT M.WQ MONIT"ORING WELL ~ TRAFFIC VAULT rt, STOP SIGN B1l FIBER OPTIC VAULT FENCE ~ SIGN 1. VERTICAL DATUM-NAVO 1988 OPUS FILE: log0118t.tps OP1642594752159 2. SITE BENCHMARK-N0.1 MAGNAil WITI-1 US SURVEYOR DISK NEAR NW CORNER OF PROPERlY ELEVATION 8.95 N0.2 BOX CUT NEAR NE CORNER OF PROPERTY ELEVATION 8.84 RECORD CLOSURE 1,500,000 MEASURED CLOSURE 1 :500,000 FIELD SURVEY: EV CAD: /MSW PLS REVIEW: ___ _ CERTIFICATION IS ONLY TO THE PARTIES HEREIN NAMED. ) THIS SURVEY IS NOT VALID FOR ANY FUTURE TRANSACTIONS OF THIS PROPERTY. 2022 2022 2022 6290 S DIXIE HWY, SOUTH MIAMI, FL 33143,USA seal sheet info project info owner WDPARTNERS.COM 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 614.634.7000 T architect + engineer planningproject no. | issue dates designed by: submission: revisions: 06/03/2022 checked by: Date DateDescription# CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM 1/27/2023 2:44:36 PMBIM 360://CMGCE0023_South_Miami_FL/CMGCE0023_South_Miami_FL_Miami.rvt 6290 SOUTH DIXIE HIGHWAY SOUTH MIAMI, FL 33143 CMGCE0023 G0.0 COVER SHEET CHIPOTLE SOUTH MIAMI REMODEL Designer Checker STORE NUMBER: LANDLORD:ARCHITECT:TENANT: MECHANICAL PLUMBING ENGINEER: ELECTRICAL ENGINEER: BUILDING DEPARTMENT: HEALTH DEPARTMENT: FIRE DEPARTMENT: SEWER UTILITY: NATURAL GAS UTILITY: ELECTRICAL UTILITY: TELEPHONE UTILITY: REGULATORY AGENCIES & UTILITIES WATER UTILITY: ZONING DEPARTMENT: PROJECT INFORMATION CIVIL ENGINEER: CHIPOTLE MEXICAN GRILL 610 NEWPORT CENTER DRIVE SUITE 1300 NEWPORT BEACH, CA 92660 CONTACT: BILL TURNER E: BTURNER@CHIPOTLE.COM T: (720) 289-3585 WD PARTNERS 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 CONTACT: SIAVASH SHEYBANY E: SIAVASH.SHEYBANY@WDPARTNERS.COM T: (949) 223-9538 C: (949) 378-5236 BRITT, PETERS AND ASSOCIATES INC. 101 FALLS PARK DRIVE SUITE 601, GREENVILLE, SC 29601 E: WWW.BRITTPETERS.COM T: (864) 271-8869 WD PARTNERS 7007 DISCOVERY BLVD. DUBLIN, OH 43017 CONTACT: JEFF BOLYARD E: JEFF.BOLYARD@WDPARTNERS.COM T: (614) 634-7234 C: (614) 439-3261 SHEET INDEX VICINITY MAP PROJECT SCOPE OF WORK PROJECT DATACODE AUTHORITIES CITY OF SOUTH MIAMI PLANNING AND ZONING 6130 SUNSET DRIVE SOUTH MIAMI, FL 33143 CONTACT: LOURDES CABRERA E: LCABRERA@SOUTHMIAMIFL.GOV T: (305) 663-6347 CITY OF SOUTH MIAMI DEPARTMENT SYLVA MARTIN BLDG 6130 SUNSET DRIVE SOUTH MIAMI, FL 33143 CONTACT: ANDRES FIGUEROA E: AFIGUEROA@SOUTHMIAMIFL.GOV T: (305) 663-6355 M: (786) 299-6308 STATE OF FLORIDA DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH AND ENGINEERING 1725 NW 167 STREET MIAMI, FL 33056 T: (305) 623-3500 MIAMI-DADE COUNTY FIRE ENGINEERING & WATER SUPPLY BUREAU 9300 NW 41ST STREET MIAMI, FL 33178 CONTACT: ALAN COMINSKY T: (786) 331-5000 MIAMI-DADE COUNTY WATER AND SEWER DEPARTMENT 3071 SW 38TH AVE. MIAMI, FL 33146 T: (305) 665-7477 FLORIDA CITY GAS 4045 NW 97TH AVE DORAL, FL 33178 T: (800) 993-7546 F: (800) 367-4947 FLORIDA POWER AND LIGHT T: (800) 226-5885 AT&T SOUTEAST T: (800) 288-2020 MIAMI-DADE COUNTY WATER AND SEWER DEPARTMENT 3071 SW 38TH AVE. MIAMI, FL 33146 T: (305) 665-7477 CAMRA INVESTMENTS, LLC C/O GPR & CO 4770 BISCAYNE BLVD. MIAMI, FL 33137 WD PARTNERS 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 CONTACT: GERARDO FUENTES E: GERARDO.FUENTES @WDPARTNERS.COM T: (949) 337-8115 1058 CHIPOTLE SOUTH MIAMI REMODEL 6290 SOUTH DIXIE HIGHWAY SOUTH MIAMI, FL 33143 REMODEL OF EXISTING CHIPOTLE BUILDING, 188 SF AREA ADDITION FOR PICK UP WINDOW. GROUP TENANT USE PROPOSED USE: CHIPOTLE MEXICAN GRILL A-2 TENANT INTERIOR AND EXTERIOR ALTERATION TO AN EXISTING SHELL BUILDING SEATING: INTERIOR:76 SEATS PATIO:18 SEATS TOTAL:94 SEATS 6. MEANS OF EGRESS REQUIRED: 2 MEANS OF EGRESS PROVIDED: 3 7. FIRE SPRINKLERS:NONE 8. PLUMBING FIXTURES WATER CLOSETS LAVORATORIES URINALS REQ'D PROV'D REQ'D PROV'D REQ'D PROV'D MEN'S: 1 1 1 1 0 0 WOMEN'S: 1 1 1 1 0 0 1. OCCUPANCY GROUP:A-2 OCCUPANCY SEPARATION REQUIRED: N/A OCCUPANCY SEPARATION PROVIDED: N/A 2. TYPE OF CONSTRUCTION:V-B 3. USE GROUP:A-2 ALLOWABLE AREA:6,000 S.F. EXISTING PATIO 577 SF EXISTING AREA: 3,163 SF AREA ADDITION: 188 SF AREA INCREASE W/ SPRINKLERS: N/A NEW TOTAL AREA: 3,351 S.F. (GROSS) 4. ALLOWABLE NO. OF STORIES:1 ACTUAL NO. OF STORIES:1 ALLOWABLE BUILDING HEIGHT: 40'-0" MAXIMUM HEIGHT ACTUAL BUILDING HEIGHT:16'-10" 5. WALLS, ACCESSORIES, ETC 447 SF (NET) TOTAL GROSS 3,351 SF (GROSS) DINING ROOM AND CIRCULATION 1462 SF 15 SF 98 KITCHEN-COMMERCIAL 1152 SF 200 SF 7 RESTROOMS AND CIRCULATION 291 SF 100 SF 3 TOTAL 2904 SF 108 BUILDING CODE:2020 FLORIDA BUILDING (7TH EDITION) EXISTING BUILDING CODE: 2020 FLORIDA EXISTING BUILDING CODE (7TH EDITION) MECHANICAL CODE:2020 FLORIDA MECHANICAL CODE (7TH EDITION) PLUMBING CODE:2020 FLORIDA PLUMBING CODE (7TH EDITION) ENERGY CODE:2020 FLORIDA ENERGY CONSERVATION CODE (7TH EDITION) FUEL GAS CODE:2020 FLORIDA FUEL CODE (7TH EDITION) ELECTRICAL CODE:2020 FLORIDA ELECTRIC CODE (NFPA 70-17) FIRE CODE:2020 FLORIDA FIRE PREVENTION CODE (7TH EDITION) ACCESSIBLITY:2020 FLORIDA BUILDING CODE , ACCESSIBILTY (7TH EDITION) 12" = 1'-0"G0.0 VICINITY MAP1 G0.0 COVER SHEET C1. 0 SITE NOTES & DETAILS C2. 0 SITE PLAN L0. 01 VEGETATION SURVEY L1. 00 TREE DISPOSITION PLAN L1. 01 LANDSCAPE & MITIGATION PLAN L1. 02 LANDSCAPE DETAILS L1. 03 IRRIGATION PLAN A1.0 PROPOSED SITE PLAN A2.0 PROPOSED FLOOR PLAN A3.0 PROPOSED EXTERIOR ELEVATIONS A4.0 PROPOSED EXTERIOR ELEVATIONS 121 Red Door CommJCtion f CEO Human ci,,so,,rr.es Hap11S(Hffi,a1 'Blirskl Plas11c. ~f\J•f)' , ~ducahOn Cf'lller 9 / . 9 Bl ck ,\J"t Matm"ls A,t<c,~,olc•< ,,/ " Goodw I Donation Tra,ler 9 South M aml S.C St.,pp~~,, -6200 S Dixie Hwy, Sooth T Miam,, FL 33143 ,USA f oi,ic .•.uta Scr.-icc 8 1AonukPremru11 ft T Appliance y """''""'"""' BankUnrted ~alse Churr.h "' ' ~ Ca1lbndge ApartTerts 9 SW781h St 9 r.Prta ntv I nan Ser;i("_p_s 9 Anlmnl Health Rehah ff'l"lf' ( 9 PrimeMOM1arni 41!1,R<lmanoPerio 'f' AsS<le ates_ P! swnnnSt innovation at scale 122D C B A -1 ff4"MIN. 6"MAX. PAVEMENT STRIPING TYP. 2'-0" TYP. 5' ... J J 1'-0" TYP. TRAFFIC ARROW TYP. 2 ~ LETTERTYP. PAVEMENT STRIPING DETAIL _,,,. ~ 7" CONCRETE_ PAVEMENT ' . . ' --~~ -... .. .. ----. -NTS l / 110'MAXl ( ' ,, ~ ::;; b ~ ' _,,,. ' I ,.-\ \ ~ CONTROL JOINT TYP. ) FINISHED SURFACE -• • <4. -· .. ·-,_ -. .. . .. ~ --------• SAWED CONTROL JOINT (1/4 SLAB THICKNESS) OR CONSTRUCTION JO INT (TYP.) ' -. -_ •'-.. • ·I • --~ --'111111 11111111 11111 Ill 1111Llj111mill1111 1111111 rr1111i' l~ 12" OF COMPACTED SUBGRADE 6" GRADED_ (REFER TO C1 .0 GRADING NOTES) AGGREGATE BASE FORMED KEY JOINT ... ... .· .,· : .•. ---4 -_ .ii ,. ___ . 1s . . . _--. ._ • .,· -a CONSTRUCTION JOINT DEPTH EQUALS 114 SLAB THICKNESS t---'"T--"'1<c-., .. -[ SAW CUT CONTROL JOINT . --~-... -~ . -.. -.a. C C•~ •. :• A CONTROL JOINT CONCRETE PAVEMENT DETAIL ' ' ~ ::;; to ' ' -CONCRETE CURB ~" PREMOLDED ' r 5'MAX r ' I I\ ' \ 'L CONTROL JOINT (TYP.) LIGHT BROOM FINISHED SURFACE NTS FORMED KEY JOINT .-.,· : • _--. .t. -.; •• CONSTRUCTION JOINT DEPTH EQUALS 1/4 SLAB THICKNESS [ SAW CUT CONTROL JOINT --. .. . . ~ ., . -· EXPANSION JOINT 1 %-2% CROSS SLOPE UNO CONTROL JOINT ""' CONCRETE SIDEWALK NTS 3 WATER FLOW NOTES: PROPOSED OR II----EXISTING INLET J.----t1rTEMPORARYINSERT 1. INSERT INLET PROTECTION SHALL BE USED WHEN THE SURROUNDING AREA IS STONED OR PAVED. 2. INSERTS SHALL BE INSPECTED EVERY 7 CALENDAR DAYS AND MAINTAINED PER THE MANUFACTURER'S RECOMMENDATIONS. 3. INSERTS SHALL BE ACF ENVIRONMENTAL SILT SACK HIGH FLOW OR AN APPROVED AL TERNA TE. TEMPORARY INLET INSERT PROTECTION 2"X2"X36" WOODEN STAKES PLACED 10' 0.C. NTS 4 27109C0164F AREA TOBE PROTECTED 2"X2"X36" WOODEN STAKES PLACED 10' O.C. WORKAREA WORK AREA PLAN SECTION NOTES: 1. INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS PRIOR TO EXPOSING SUBGRADE. 2. ROUTINE INSPECTIONS SHALL BE MADE WITHIN 24 HRS OF A RUNOFF EVENT. 3. THE CONTRACTOR SHALL REMOVE SEDIMENT ONCE IT HAS REACHED 1/2 THE EFFECTIVE HEIGHT. 4. THE SEDIMENT TUBE SHALL BE REPAIRED OR REPLACED IF IT IS DAMAGED. 5. SEDIMENT TUBES SHALL BE FIL TREXX FILTER SOXX OR AN APPROVED ALTERNATE. SEDIMENT TUBE NTS ROUND TOP 6"0 SCH ED 40 STEEL :,~===============-~q\ __ PIPE FILLED W/ CONG. ~=====:::;::::-.;f_'.::7::;-___ POST CAP • .•. • • ., ... CONCRETE--+-~ • •• ., ... AND PAINTED TO MATCH STOREFRONT TO PREVENT CRACKING SLAB WRAP PIPE W/3-LAYERS OF 30# FELT PAPER FROM 2" ABOVE FINISHED SURFACE TO BOTTOM OF PIPE FINISHED CONCRETE TO SLOPE AWAY FROM BOLLARD FINISHED SURFACE (PAVEMENT OR LANDSCAPE) I ;_-~-+-18"0 3,000 PSI AIR ENTRAINED CONCRETE FOOTING • . .. . ., J:.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::.:::~&~i52t;S;,-j-GRAVEL •111-BOLLARD DETAIL NTS I I I I I I I I I I L-I I I I I _J~ MOBILE ORDER I ~ SIGNAGE BY NTS CHIPOTLE 1 ¾"0 SCH 40 STEEL PIPE@ 10'-0" LONG SIGNS SHALL MEET MUTCD FHWA REGULATIONS: STOP SIGN: R1-1 DO NOT ENTER: RS-1 RIGHT TURN ONLY: R3-5R FINISHED CONCRETE TO SLOPE AWAY FROM BOLLARD 12"0 3,000 PSI AIR ENTRAINED CONCRETE FOOTING 5 SITE DATA 1. SITE PARCEL #: 09-4036-034-0010 2. PROPERTY SIZE: 0.59 ACRES 3. TOTAL DISTURBED AREA: 0.05 ACRES 4. THE SITE IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE PER F.I.R.M. COMMUNITY PANEL NUMBER 12086C0458L WITH AN EFFECTIVE DATE 9/11 /09. 5. EXISTING INFORMATION WAS OBTAINED FROM A TOPOGRAPHIC SURVEY DATED1/26/22 AND PREPARED BY: US SURVEYOR 4929 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 (800) 867 • 8783 EXT 201 DEMOLITION NOTES 1. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. VERIFY ALL DEMOLITION IN THE RIGHT OF WAY WITH THE APPROVED ENCROACHMENT PERMIT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY DUMPING OR BURNING PERMITS. 4. ALL EXISTING TO REMAIN SHALL BE PROTECTED FROM DAMAGE. IN THE EVENT THAT EXISTING ITEMS TO REMAIN ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE ITEM AT NO COST TO THE OWNER. 5. THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN THE LIMITS OF DISTURBANCE AND NOT NOTED TO BE PROTECTED. REMOVE DEBRIS FROM SITE OR BURN IN ACCORDANCE WITH LOCAL LAWS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS (UNLESS OTHERWISE NOTED ON THE PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS AND POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITY'S REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE BASE BID. SITE NOTES 1. EXISTING SITE CONDITIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPORT ANY DIFFERENCES FROM THE PLAN THAT WILL AFFECT CONSTRUCTION IN WRITING TO THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS. 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS. 3. ALL WORK IN THE RIGHT OF WAY SHALL BE VERIFIED WITH THE APPROVED ENCROACHMENT PERMIT PRIOR TO COMMENCING WORK. 4. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES. 5. ALL DIMENSIONS SHOWN ON THE DRAWINGS ARE MEASURED FROM OUTSIDE FACE OF BUILDING WALL, FACE OF CURB LINE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. CURB AND GUTTER IS SHOWN AS THREE (3) LINES (OUTSIDE EDGE OF GUTTER, FACE OF CURB, AND BACK OF CURB). 6. AN ELECTRONIC FILE OF THE SITE PLAN SHALL BE MADE AVAILABLE FOR STAKING PURPOSES. 7. ALL REFERENCE TO STATE STANDARDS AND SPECIFICATIONS ARE MADE FROM THE FLORIDA HIGHWAY DEPARTMENT'S STANDARD SPECIFICATION, LATEST EDITION. 8. IF ANY CONFLICTS BETWEEN THE NOTES, DETAILS, SPECIFICATIONS, AND DRAWINGS OCCUR THEN BY RULE THE STRICTER SHALL GOVERN. 9. THE CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT. 10. "DO NOT ENTER" SIGNS, AND OTHER TRAFFIC REGULATION SIGNAGE, SHALL MEET THE CRITERIA OF THE MUTCD AND STATE DEPARTMENT OF TRANSPORTATION STANDARDS. 11. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND OSHA STANDARDS. 12. THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR THE CONDITION OF THE SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION. 13. THE ENGINEER'S REVIEW OF THE CONTRACTOR'S WORK PRODUCT AND PERFORMANCE WILL NOT INCLUDE REVIEW OF THE CONTRACTOR'S SAFETY PROGRAMS. SUCH REVIEWS ARE TO BE BY OSHA INSPECTORS AND THE OWNER'S REPRESENTATIVE. 14. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANO MAINTAINING ALL NECESSARY TRAFFIC CONTROL DEVICES DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL EQUIPMENT BE LOADED OR OFF-LOADED ON AN OPEN ROADWAY. IF SUCH ACTIVITY IS REQUIRED THE CONTRACTOR SHALL COORDINATE SHUTTING DOWN THE ROAD WITH THE APPROPRIATE DOT AND UTILIZE APPROPRIATE TRAFFIC CONTROL WARNING DEVICES. 15. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION IS GRANTED. 16. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES AND REMOVE ALL TRASH AND DEBRIS FROM THE SITE. PAVEMENT NOTES 1. ALL PAVING WORK (MATERIALS AND CONSTRUCTION) SHALL COMPLY WITH FDOT STANDARDS AND SPECIFICATIONS FOR HOT-MIXED ASPHALT PAVEMENT AND PORTLAND CEMENT CONCRETE PAVEMENT. (REFER TO C1 .0 FOR PAVEMENT SECTION DETAILS FOR DEPTHS OF LAYERS). 2. CONCRETE PAVEMENT SHALL CONSIST OF 3,000 PSI CONCRETE AND A BASE COURSE WITH STONE AGGREGATE BASE COURSE COMPACTED TO 95% MODIFIED PROCTOR. CONCRETE SHALL BE BROOM FINISHED AND JOINTED AS REQUIRED. 3. ALL PARKING LOT STRIPING SHALL BE PER STATE DOT SPECIFICATIONS WITH TWO (2) COATS OF PAINT APPLIED. PARKING LOT STRIPING, STOP BARS AND DIRECTIONAL ARROWS SHALL BE REFLECTIVE WHITE PAINT. PROJECT NARRATIVE CHIPOTLE IS PROPOSING TO ADD A MOBILE ORDER PICKUP LANE TO THEIR EXISTING FACILITY. CUSTOMERS WILL ORDER ONLINE OR BY AN APP AND WILL RECEIVE A MESSAGE LETTING THEM KNOW WHEN TO PICK UP THEIR ORDERS. THIS WILL REDUCE LANE STACKING AND ALLOW FOR AN EASY FLOW OF TRAFFIC. FIVE PARKING SPACES WILL BE LOST DUE TO THE PROPOSED CHANGES WHICH WILL BRING THE PARKING COUNT TO 30 SPACES. A PORTION OF THE EXISTING LANDSCAPING WILL REMOVED AND NEW LANDSCAPE WILL BE ADDED WHICH WILL NET A SLIGHT DECREASE OF PERVIOUS AREA. SW 74TH ST "" <( C I >-"' m >-"' "' u <0 C ~ I "' ~ "' >-"' "' 7 TH S ... <0 SW <0 ~ 'v~ I I >->-~ "' R-0 m "' ~o <0 "' ~'I/' ~ ~ "' "' "' > ,;y-SW 78TH ST C OQ;. z SW 79TH ST ~,,..~ <0 ~ "' SW BOTH LOCATION MAP NTS BR I TT, ---AND---ASSOCIAllS I NC. consu ting engineers 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com SEALS CHIPOTLE STORE #1058 6290 S DIXIE HWY MIAMI, FL 33143 REVISIONS: NO DATE D 03/29/2022 1 06/09/2022 2 01/2612023 Project Manager: Project Engineer: Drawn By: Sheet Title: DESCRIPTION ISSUE FOR PERMIT ADD CURB @ OUTSIDE EDGE OF DT LANE CITY COMMENTS JAC TAH MPM SITE NOTES & DETAILS Sheet Number: Project Number: 220196 C1 .0 Date: 01/26/2023 123D -C -B -A ~ \ = l# --r\ 1 S. DIXIE HWY (VARIABLE WIDTH RIGHT-OF-WAY) ...._____ -p-\ ~II u u ASPHALTG>-"'" FFE=10.89--t--7 -.., .,, 2S ASPHAL."c:====i ASPHALT ONE STORY BRICK SIDED BUILDING FOOTPRINT= 3161.02 S.F. FFE=10.89 A \1Q~ %1 1-s ----E) ASPHALT -8 PK psp . -· N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#09-4036-034-0020 I -I r -A0 ._,<:> <\LT -I I / 0 ¥ TOP ELE1 ELE1 OU KIMCO ( PARC N/F CAMBRIDGE APART!IE LLC " OR 19378 PF 3:ii,2 PARCEL#09-4036-0~I C: DEMOLITION & EROSION CONTROL PLAN DEMOLITION & EROSION CONTROL PLAN KEYNOTES: CD INSTALL SEDIMENT TUBES PRIOR TO EXPOSING SUBGRADE. REFER TO C1 .0. (V CLEAN OUT SILT AND INSTALL TEMPORARY INLET PROTECTION PRIOR TO EXPOSING SUBGRADE. REFER TO C1.0. @ SHADED AREA DENOTES PAVEMENT SHALL BE REMOVED. @ REMOVE CURB FOR PROPOSED IMPROVEMENTS. @ REMOVE LANDSCAPING 2 -..._ ·-· I 3 S. DIXIE HWY (VARIABLE WIDTH RIGHT-OF-WAY) \ I TO ELE --------ELE ~ , so \ ASPHALT Gl--Gl-FFE=10.89---+---, -.., .,, 2$ \{l p ONE STORY BRICK SIDED BUILDING FOOTPRINT= 3161.02 S.F. FFE=10.89 10.8 (TOP OF CURB) 10.2 (PAVEMENT) / ASPHALT/ KIMC( PAR ASPHAL.t====I \ .../' :OP O~TING ASPHALT ··-==+====18 / z () FFE=10.83 c::::;::ff=.===I ~ IL-~ / 10.66:1: 10.37+ -V. ELEV. 1 ' \ 1-~ I ~----~~-J-'~,~:'----11~ ASPHAL " J 10.a ,-CD I ) ) 10.2 ~ o 10.4 &JI 10.7 _,.. 10.1 ~,-~f-10.2 -~I 0: TOP O ASTING hf:'. -1 -o 6 CD-'-CD • ELEV. .72 I~~ . k--,'~ ,, ''-~ , ~ ,c 6" PVC ELEV. ~ (V L_ 10.5 I INV. 8.17 1"I 10.5 nf"i=<,1\----__'_ -,□_3 "-10.6 .,..,. 10_0 ----::;;,f'.:_~ r _J_ 10.3 R ~-3 V " / _A . .,..--'_. .. _ ,}' \..__ 10.18 " f"U . '1.0.4 I / j 1 B PK ~SP . ~ ~ "~,110.s ~ '1>0 , ~ G' 10.0 -10.7 ----10.2 ....:S.(>c---G .. , G ~ ASPHALT , F< ',/' ,. ' "" ~ ~GSF "" •, t', ·-,-, . ' ' I ' I N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/096B PARCEL#09-4036-034-0020 ·--· -I / GRADING PLAN GRADING PLAN KEYNOTES: I CD SLOPE GRADES TO DRAIN AWAY FROM THE BUILDING. (V MATCH EXISTING PAVEMENT ELEVATIONS TO PROVIDE A SMOOTH TRANSITION. • ~",• I ~~ ,, /~. N/F CAMBRIDGE APART! LLC " OR 19378 PF 3:ii,: PARCEL#09-4036-0~ I 4 S. DIXIE HWY (VARIABLE WIDTH RIGHT-OF-WAY) '\ 315.67' (R) 315.77' (M) ~ D ' --:----'====------s::::------Z/ .P-S 49'59'19"W-----.. 29.54' \ ASPHALT GJo "'" N/F SOUTH MIAMI PLAZA LTD OR 17238 PF 3933 PARCEL#09-4036-011-0610 FFE=1 o.891--tt---i ONE STORY -.., .,, 2$ Cl) .,, Cl) .... ASPHAL.t===+I 0 0 0 ~ ..,: ~ a rn ~ ® ..... "' "' "' ASPHALT ~ %0 %4 .... s ----E) ..._ SITE PLAN KEYNOTES: ===:::::j::18 z () ===:::::j:I~ ril BRICK SIDED BUILDING FOOTPRINT= 3161.02 S.F. FFE=10.89 FFE=10.83 N 52'36'28" E SITE PLAN CD PAINT WHITE DIRECTIONAL ARROW. REFER TO C1 .0. (V PAINT WHITE "MOBILE ORDER PICKUP" . REFER TO C1 .0 @ PAINT WHITE STRIPES 2' OC@45'. REFER TO C1.0. I -0 5 TOP OF CASTING ELEV. 9.75 ELEV. INV. TO UTH 5.53 N/F KIMCO SOUTH MIAMI 634 INC OR 16775 PF 463 PARCEL#09-4036-035-0010 I 20'F I t \ I @ CONSTRUCT CONCRETE CURB TO MATCH EXISTING. (lJ) CONSTRUCT CONCRETE SIDEWALK. REFER TO C1 .0. @ SIDEWALK RAMP (1:12 MAX SLOPE). @ PAIPJT 5n WI IITE STRIPE. REFER TO 01 .8. @ INSTALL MOBILE ORDER PICKUP SIGN. REFER TO SIGN PACKAGE AND DETAIL ON @ SHADING DENOTES ASPHALT PAVEMENT TO MATCH EXISTING. C1.0. @ INSTALL CLEARANCE BAR. REFER TO SIGN PACKAGE. @ INSTALL BOLLARD. REFER TO C1 .0. (J) PROPOSED COOLER ADDITION. REFER TO ARCHITECTURAL. @ INSTALL PICKUP SIGNS. REFER TO SIGN PACKAGE. @ INSTALL "DO NOT ENTER" SIGN. REFER TO C1 .0 SITE NOTES FOR FURTHER INFORMATION. @ LANDSCAPE DISTURBED AREAS TO MATCH EXISTING THAT ARE NOT STABILIZED WITH PAVEMENT. COORDINATE WITH THE OWNER FOR PLANT SELECTION. @ CONSTRUCT CONCRETE PAVEMENT. REFER TO C1.0. @ PAINT WHITE "DO NOT ENTER" AND 1' WIDE WHITE STRIPE. REFER TO C1 .0. @ INSTALL "RIGHT TURN ONLY" SIGN. REFER TO C1 .0 SITE NOTES FOR FURTHER INFORMATION. @ INSTALL "STOP" SIGN. REFER TO C1.0 SITE NOTES FOR FURTHER INFORMATION. @ PAINT WHITE "STOP". REFER TO C1 .0. NOTE: CONTRACTOR TO PRICE AS AN ALTERNATE TO CLEAN PARKING LOT, REPAIR CRACKS, SEAL COAT AND RE-STRIPE PARKING LOT. 20' 0 10' 20' 40' 60' I_I l_~I SCALE: 1 INCH= 20 FT BR I TT, ---AND---ASSOCIAllS I NC. consu ting engineers 101 Falls Park Drive Suite 601 Greenville, SC 29601 (864) 271-8869 www.brittpeters.com SEALS CHIPOTLE STORE #1058 6290 S DIXIE HWY MIAMI, FL 33143 REVISIONS: NO DATE 0 1 2 03/29/2022 06/09/2022 01/2612023 Project Manager: Project Engineer: Drawn By: Sheet Title: DESCRIPTION ISSUE FOR PERMIT ADD CURB @ OUTSIDE EDGE OF DT LANE CITY COMMENTS JAC TAH MPM SITE PLAN Sheet Number: Project Number: 220196 C2.0 Date: 01/26/2023 Know what's R NORTH0 10 20 SCALE: 1" = 20.00' 40 L0.01 VEGETATION SURVEYMOBILEORDERPICKUP WOOD FENCE 6' TALL N 52° 3 6' 2 8" E 135. 0 8' N 89°17'24" E 28.86' S 49° 5 9' 1 9" W 113. 8 2' S 49° 5 9' 1 9" W 29.5 4'S 4 0 ° 0 0 ' 4 1 " E 1 7 2 . 6 5 ' S. DI XI E H W Y (VARI A BL E WI DT H RI G H T- O F- W A Y) ONE STORY BRICK SIDED BUILDING FOOTPRINT = 3161.02 S.F. FFE=10.89 7 PK N G S P ASPHALT S 4 5 ° 0 7 ' 2 6 " E 1 9 3 . 8 7 ' ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONCRETEFFE=10.83 FFE=10.89 N/F SOUTH MIAMI PLAZA LTD OR 17238 PF 3933 PARCEL#09-4036-011-0610 N/F KIMCO SOUTH MIAMI 634 INC OR 16775 PF 463 PARCEL#09-4036-035-0010 N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#09-4036-034-0020 N/F CAMBRIDGE APARTMENTS LLC OR 19378 PF 3262 PARCEL#09-4036-035-0040 8 PK N G S P 8 P KNG S P 7 P KNG S P 1 12 22 25 26 27 31 32 33 34 35 37 38 36 LOCATION EXISTING TREE INVENTORY BOTANICAL NAME CONDITION CONOCARPUS ERECTUS GOOD GOOD GOOD GOOD 1 2 3 4 5 GOOD6 7 FAIR8 GOOD9 10 GOOD11 PTYCHOSPERMA ELEGANS12 GOOD13 22 STATUS PRESERVE PRESERVE REMOVE PRESERVE COMMON NAME SIZE / SPECS (DBH, HT, SPR) TREE #12, 13, AND 14 ARE PROHIBITED/NUISANCE PLANT SPECIES OR CONTROLLED SPECIES. ONLY TREE #23 TO BE REMOVED IS CLASSIFIED AS SPECIMEN TREES (18" OR LARGER) AS DEFINED BY SOUTH MIAMI LAND DEVELOPMENT CODE 20-4.5.B.46, AND CHAPTER 17 MIAMI CODE OF ORDINANCES. REMOVAL OF THE DEAD TREE IS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF PEOPLE AND TO PROTECT PROPERTY THAT IS ENDANGERED BY THE TREE. TREE REPLACEMENT IS PROPOSED. ON-SITE: TREE CREDIT IS REQUESTED FOR TREE #1-14, 20-22, 24-38. SWIETENIA MAHAGONI ROYSTONEA ELATA SILVER BUTTONWOOD TYPE WEST INDIAN MAHOGANY ALEXANDER PALM FLORIDA ROYAL PALM 8", 25'x18' 24", 60'x35' 17", 35'x25' 30", 60'x35' 6", 25'x9'; 6", 25'x9' 20", 65'x9' GOOD GOOD GOOD GOOD PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE REMOVE NATIVE NATIVE, SPECIMEN NATIVE, SPECIMEN NON-NATIVE, PROHIBITED A. GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PROTECTION FENCING DETAIL L1.00. B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 18" FOR EXISTING PLANT MATERIAL TO BE REMOVED. EXISTING TREE NOTES EXISTING TREE TO REMAIN LEGEND - EXISTING PROP. TREE PROTECTION FENCING EXISTING TREE TO BE REMOVED CONOCARPUS ERECTUS SILVER BUTTONWOOD 8", 25'x18' CONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x15' NATIVE NATIVE BURSERA SIMARUBA GUMBO LIMBO SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE NATIVE, SPECIMEN GOOD 29", 60'x35'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 20", 60'x30'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 9", 25'x18'QUERCUS VIRGINIANA LIVE OAK NATIVE 26", 60'x35'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 3", 18'x10'BURSERA SIMARUBA GUMBO LIMBO NATIVE PTYCHOSPERMA ELEGANS ALEXANDER PALM 6", 25'x9'; 6", 25'x9'NON-NATIVE, PROHIBITED GOOD14 REMOVEPTYCHOSPERMA ELEGANS ALEXANDER PALM 6", 25'x9'; 6", 25'x9'NON-NATIVE, PROHIBITED GOOD15 REMOVEWODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD16WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD17WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD18WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD19JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE REMOVE REMOVE REMOVE REMOVE GOOD20JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE GOOD21JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE PRESERVE PRESERVE 23 REMOVEROYSTONEA ELATA FLORIDA ROYAL PALM 20", 55'x0'DEAD, POORNATIVE, SPECIMEN 24 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 23", 70'x9'GOODNATIVE, SPECIMEN 25 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 19", 60'x9'GOODNATIVE, SPECIMEN 26 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 19", 60'x9'GOODNATIVE, SPECIMEN GOOD27SWIETENIA MAHAGONI WEST INDIAN MAHOGANY 24", 60'x35'PRESERVENATIVE, SPECIMEN GOOD28 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x12'NATIVE 29 9", 25'x15'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD GOOD30 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x12'NATIVE 31 8", 25'x15'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 32 10", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 33 11", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 34 9", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD GOOD35 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 10", 20'x12'NATIVE 36 6", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 37 12", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 38 12", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD DRIP LINE/TPZ RADIUS 12/21/2022 124 • ) ) ) ) • ) > ) ) ) ) ) ) ) \ . / / --------~ ( \ :h. ~/ )( '. \___ J - '\.\ ' 20 30\_/i:i-::::,-4-,(", 18 17 ~24; /. ~~ .._,( \ \ -~ \ JI \ "------\ -¼9 \ J J '-.__ ---- I below. Call before you dig. ------ -- architect + engineer innovation at scale 19100 VON KARMAN AVE. SUITE600 IRVINE, CA 92612 949,753,7676 T WDPARTNERS,COM project no. I CMGCE0023 owner CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM ro·ect info CHIPOTLE SOUTH MIAMI REMODEL BZ90 SOUTH DIXIE HIGHWAY, MIAMI, FL i sue dates submission: PERMIT BID revisions: ill description designed by: checked by: seal eet info date 0312412022 date ~ C ca .c al E 'OD C :c E :::, C. .... C Q) E C. :::, g ~ :::, j .c u ~ ca ~ :::, tl :::, ~ ti Know what's R NORTH0 10 20 SCALE: 1" = 20.00' 40 L1.00 TREE DISPOSITION PLAN A. TREE PROTECTION ZONE SHALL BE ESTABLISHED AROUND EACH TREE. NO GRADING, SCARIFICATION, COMPACTION, EXCAVATION, CONSTRUCTION OR STORAGE OF MATERIALS SHALL OCCUR WITHIN THAT ZONE. NO UNDERGROUND SERVICES INCLUDING UTILITIES, SUB-DRAINS, WATER OR SEWER SHALL BE PLACED IN THE TREE PROTECTION ZONE. SPOIL FROM TRENCH, FOOTING, UTILITY OR OTHER EXCAVATION SHALL NOT BE PLACED WITHIN THE TREE PROTECTION ZONE, EITHER TEMPORARILY NOR PERMANENTLY. THE LIMITS OF THE TREE PROTECTION ZONE WILL BE ADJUSTED FOLLOWING DESIGN CHANGES. B. IRRIGATION SHALL AVOID WETTING WITHIN 3' OF THE EXISTING TRUNKS. C. ALL WATER METERS, BACKFLOW DEVICES, IRRIGATION CONTROLLER, VALVE BOXES AND MAIN LINES SHALL BE LOCATED A MINIMUM OF 10' FROM OUTSIDE OF TRUNKS. ALL IRRIGATION TRENCHING AND WORK SHALL BE DUG BY HAND WITHIN THE DRIPLINE OF TREES. IF ROOTS 2" IN DIAMETER OR LESS ARE ENCOUNTERED THEY MAY BE CUT CLEAN AND SQUARE AT UNDAMAGED TISSUES. IF ROOTS GREATER THAN 2" ARE FOUND LEAVE THE ROOT IN PLACE ACROSS THE TRENCH AND THREAD THE PIPE BELOW THE ROOTS. D. DO NOT LIME SOIL WITHIN 50' OF TREES. LIME IS TOXIC TO TREE ROOTS. E. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. F. FENCE ALL TREES TO BE RETAINED TO COMPLETELY ENCLOSE THE TREE PROTECTION ZONE PRIOR TO DEMOLITION, GRUBBING OR GRADING. FENCES SHALL BE 4 FT. FENCE OR AS APPROVED BY THE CITY. FENCES ARE TO REMAIN UNTIL ALL GRADING AND CONSTRUCTION IS COMPLETED. PLACE WEATHER PROOF SIGNS ON THE FENCING THAT READ "TREE PROTECTION ZONE KEEP OUT". G. PRUNE ON-SITE TREES TO PROVIDE CLEARANCE FOR DEMOLITION AND CONSTRUCTION, AND TO CLEAN THE CROWN TO 1" DIAMETER BRANCHES. ALL PRUNING SHALL BE DONE BY CERTIFIED ARBORIST OR CERTIFIED TREE WORKER IN ACCORDANCE WITH THE BEST MANAGEMENT PRACTICES FOR PRUNING (INTERNATIONAL SOCIETY OF ARBORICULTURE, 2002) AND ADHERE TO THE MOST RECENT EDITIONS OF THE AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS (Z133.1) AND PRUNING (A300). H. APPLY AND MAINTAIN A 4-6"-DEEP LAYER OF WOOD CHIP MULCH (GORILLA HAIR MULCH IS NOT ACCEPTABLE) WITHIN THE TREE PROTECTION ZONE OF TREES. KEEP MULCH 2-3' FROM THE TRUNK. I. ALL GRADING AND DEMOLITION WITHIN THE DRIPLINE OF TREES SHALL BE DONE USING THE SMALLEST EQUIPMENT POSSIBLE. THE EQUIPMENT SHALL OPERATE PERPENDICULAR TO THE TREE AND OPERATE FROM OUTSIDE THE TREE PROTECTION ZONE. MOTORIZED COMPACTION EQUIPMENT SHALL NOT BE USED WITHIN THE TREE PROTECTION ZONE. J. PRIOR TO EXCAVATION FOR GRADING OR CONSTRUCTION, TREES MAY REQUIRE ROOT PRUNING OUTSIDE THE TREE PROTECTION ZONE BY CUTTING ALL ROOTS CLEANLY TO THE DEPTH OF EXCAVATION. ROOTS WILL BE EXPOSED BY EITHER: PULLING SOIL AWAY FROM THE TREE WITH A SMALL BACK HOE; DIGGING BY HAND; USING AN AIR SPADE; OR WATER EVACUATION. ROOTS SHALL BE PRUNED AT UNDAMAGED TISSUE AND PERPENDICULAR TO THE ROOT, WITH A SAW OR OTHER APPROVED ROOT PRUNING EQUIPMENT. K. NO EXCESS SOIL, CHEMICALS, DEBRIS, EQUIPMENT OR OTHER MATERIALS SHALL BE DUMPED OR STORED WITHIN THE TREE PROTECTION ZONE. L. OCCASIONAL PRUNING, FERTILIZATION, MULCH, PEST MANAGEMENT, REPLANTING AND IRRIGATION MAY BE REQUIRED. TREE PRESERVATION NOTES MOBILEORDERPICKUP WOOD FENCE 6' TALL N 52° 3 6' 2 8" E 135. 0 8' N 89°17'24" E 28.86' S 49° 5 9' 1 9" W 113. 8 2' S 49° 5 9' 1 9" W 29.5 4'S 4 0 ° 0 0 ' 4 1 " E 1 7 2 . 6 5 ' S. DI XI E H W Y (VARI A BL E WI DT H RI G H T- O F- W A Y) ONE STORY BRICK SIDED BUILDING FOOTPRINT = 3161.02 S.F. FFE=10.89 7 PK N G S P ASPHALT S 4 5 ° 0 7 ' 2 6 " E 1 9 3 . 8 7 ' ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONCRETEFFE=10.83 FFE=10.89 N/F SOUTH MIAMI PLAZA LTD OR 17238 PF 3933 PARCEL#09-4036-011-0610 N/F KIMCO SOUTH MIAMI 634 INC OR 16775 PF 463 PARCEL#09-4036-035-0010 N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#09-4036-034-0020 N/F CAMBRIDGE APARTMENTS LLC OR 19378 PF 3262 PARCEL#09-4036-035-0040 8 PK N G S P 8 P KNG S P 7 P KNG S P 1 12 22 25 26 27 31 32 33 34 35 37 38 36 LOCATION EXISTING TREE INVENTORY BOTANICAL NAME CONDITION CONOCARPUS ERECTUS GOOD GOOD GOOD GOOD 1 2 3 4 5 GOOD6 7 FAIR8 GOOD9 10 GOOD11 PTYCHOSPERMA ELEGANS12 GOOD13 22 STATUS PRESERVE PRESERVE REMOVE PRESERVE COMMON NAME SIZE / SPECS (DBH, HT, SPR) TREE #12, 13, AND 14 ARE PROHIBITED/NUISANCE PLANT SPECIES OR CONTROLLED SPECIES. ONLY TREE #23 TO BE REMOVED IS CLASSIFIED AS SPECIMEN TREES (18" OR LARGER) AS DEFINED BY SOUTH MIAMI LAND DEVELOPMENT CODE 20-4.5.B.46, AND CHAPTER 17 MIAMI CODE OF ORDINANCES. REMOVAL OF THE DEAD TREE IS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF PEOPLE AND TO PROTECT PROPERTY THAT IS ENDANGERED BY THE TREE. TREE REPLACEMENT IS PROPOSED. ON-SITE: TREE CREDIT IS REQUESTED FOR TREE #1-14, 20-22, 24-38. SWIETENIA MAHAGONI ROYSTONEA ELATA SILVER BUTTONWOOD TYPE WEST INDIAN MAHOGANY ALEXANDER PALM FLORIDA ROYAL PALM 8", 25'x18' 24", 60'x35' 17", 35'x25' 30", 60'x35' 6", 25'x9'; 6", 25'x9' 20", 65'x9' GOOD GOOD GOOD GOOD PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE REMOVE NATIVE NATIVE, SPECIMEN NATIVE, SPECIMEN NON-NATIVE, PROHIBITED A. GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PROTECTION FENCING DETAIL L1.00. B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 18" FOR EXISTING PLANT MATERIAL TO BE REMOVED. EXISTING TREE NOTES EXISTING TREE TO REMAIN LEGEND - EXISTING PROP. TREE PROTECTION FENCING EXISTING TREE TO BE REMOVED CONOCARPUS ERECTUS SILVER BUTTONWOOD 8", 25'x18' CONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x15' NATIVE NATIVE BURSERA SIMARUBA GUMBO LIMBO SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE NATIVE, SPECIMEN GOOD 29", 60'x35'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 20", 60'x30'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 9", 25'x18'QUERCUS VIRGINIANA LIVE OAK NATIVE 26", 60'x35'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 3", 18'x10'BURSERA SIMARUBA GUMBO LIMBO NATIVE PTYCHOSPERMA ELEGANS ALEXANDER PALM 6", 25'x9'; 6", 25'x9'NON-NATIVE, PROHIBITED GOOD14 REMOVEPTYCHOSPERMA ELEGANS ALEXANDER PALM 6", 25'x9'; 6", 25'x9'NON-NATIVE, PROHIBITED GOOD15 REMOVEWODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD16WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD17WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD18WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD19JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE REMOVE REMOVE REMOVE REMOVE GOOD20JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE GOOD21JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE PRESERVE PRESERVE 23 REMOVEROYSTONEA ELATA FLORIDA ROYAL PALM 20", 55'x0'DEAD, POORNATIVE, SPECIMEN 24 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 23", 70'x9'GOODNATIVE, SPECIMEN 25 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 19", 60'x9'GOODNATIVE, SPECIMEN 26 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 19", 60'x9'GOODNATIVE, SPECIMEN GOOD27SWIETENIA MAHAGONI WEST INDIAN MAHOGANY 24", 60'x35'PRESERVENATIVE, SPECIMEN GOOD28 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x12'NATIVE 29 9", 25'x15'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD GOOD30 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x12'NATIVE 31 8", 25'x15'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 32 10", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 33 11", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 34 9", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD GOOD35 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 10", 20'x12'NATIVE 36 6", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 37 12", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 38 12", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD DRIP LINE/TPZ RADIUS DETAIL NOTES A.CONSTRUCTION FENCING SHALL BE ERECTED PRIOR TO ANY GRADING OR CONSTRUCTION ACTIVITIES - PREVENTING COMPACTION OF ROOT SYSTEMS OF TREES TO BE PRESERVED. B. THE FENCING SHALL ENCLOSE THE AREA BENEATH THE DRIP LINE OF THE TREE CANOPY AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE. C.NO PARKING, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES SHALL BE PERMITTED WITHIN THE FENCED AREA. 2 x 4 WOOD OR 14 GAUGE STEEL POST AT 6' O.C. (MAXIMUM) ORANGE CONSTRUCTION FENCING4'-0" MIN.2'-0" MIN.POST DEPTHTREE PROTECTION NONE FINISHED GRADE FINISHED GRADE 2 x 4 WOOD OR 14 GAUGE STEEL POST AT 6' O.C. (MAXIMUM) SEE ENLARGED SECTION EXTEND POSTS PAST DRIP LINE 6'-0" MAX ENLARGED SECTION 12/21/2022 125 \ . ,) / --------( )( \ \___ J - ·--.-·-·--•- + \_ CHAIN UNK FENCE SCALE: below. Call before you dig. -------- - architect + engineer innovation at scale 19100 VON KARMAN AVE. SUITE600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I CMGCE0023 owner CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM ro·ect info CHIPOTLE SOUTH MIAMI REMODEL 6290 SOUTH DIXIE HIGHWAY, MIAMI, FL issue dates submission: PERMIT BID revisions: ill description designed by: checked by: seal sheet info date 0312412022 date ~ C ca .c al E 'OD C :c E :::, C. .... C Q) E C. :::, g ~ :::, j .c u ~ ca ~ :::, tl :::, ~ ti Know what's R NORTH0 10 20 SCALE: 1" = 20.00' 40 L1.01 LANDSCAPE & MITIGATION PLAN PAVEMENT ON-SITE: 17,248 SF EX. BUILDING FOOTPRINT: 3,161 SF IMPERVIOUS AREA: 20,409 SF ZONING DISTRICT: GR (GENERAL RETAIL) NET LOT AREA: 24,912 SF INTERIOR PARKING LOT TREES, SEC 20-4.5(F)(11) REQUIRED: 5 (370 SF INTERIOR LANDSCAPE AREA / 80 SF) PROVIDED: 5 EX. TREES MITIGATION OF SPECIMEN TREE, SEC 20-4.5.1(A)(6): REPLACEMENT OF TREE #23 (DEAD/POOR CONDITION) REQUIRED: 2 SHADE TREES PROVIDED: 2 SHADE TREES landscape code requirements DARK BROWN SHREDDED HARDWOOD MULCH, 3" DEPTH. NO CYPRESS MULCH, NO RED MULCH.SEE PLANTING NOTES SHEET L1.02. LOCALLY AVAILABLE BERMUDA GRASSSOD MUL SEE SOD NOTES SHEET L1.02. COMMENTSCONDITION SIZE KEY QTY.SYMBOL COMMON NAME BOTANICAL NAME PLANTING SCHEDULE SEE GROUND COVER PLANTING DETAIL SEE TREE PLANTING DETAIL SHEET L1.02 DT DIANELLA TASMANICA 'VARIEGATA' VARIEGATED FLAX LILY90 12" HT/SPR #1 CONT NON-NATIVE; 2' O.C. ALL PROPOSED PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER AS PROVIDED IN THE LATEST "GRADES AND STANDARDS FOR NURSERY PLANTS", FLORIDA DEPARTMENT OF AGRICULTURE & CONSUMER SERVICES. SHEET L1.02 BS BURSERA SIMARUBA GUMBO LIMBO2 2" CAL CONT NATIVE 40'-60' HT x 25'-40' SPR AT MATURITY & 10' HT MOBILEORDERPICKUP WOOD FENCE 6' TALL N 52° 3 6' 2 8" E 135. 0 8' N 89°17'24" E 28.86' S 49° 5 9' 1 9" W 113. 8 2' S 49° 5 9' 1 9" W 29.5 4'S 4 0 ° 0 0 ' 4 1 " E 1 7 2 . 6 5 ' S. DI XI E H W Y (VARI A BL E WI DT H RI G H T- O F- W A Y) ONE STORY BRICK SIDED BUILDING FOOTPRINT = 3161.02 S.F. FFE=10.89 7 PK N G S P ASPHALT S 4 5 ° 0 7 ' 2 6 " E 1 9 3 . 8 7 ' ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONCRETEFFE=10.83 FFE=10.89 N/F SOUTH MIAMI PLAZA LTD OR 17238 PF 3933 PARCEL#09-4036-011-0610 N/F KIMCO SOUTH MIAMI 634 INC OR 16775 PF 463 PARCEL#09-4036-035-0010 N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#09-4036-034-0020 N/F CAMBRIDGE APARTMENTS LLC OR 19378 PF 3262 PARCEL#09-4036-035-0040 8 PK N G S P 8 P KNG S P 7 P KNG S P MUL TYP. 1 12 22 25 26 27 31 32 33 34 35 37 38 36 EX. TURF GRASS TO REMAIN (TYP.) EX. TURF GRASS TO REMAIN (TYP.) EX. TURF GRASS TO REMAIN (TYP.) EX. TURF GRASS TO REMAIN (TYP.) SOD TYP. MUL TYP. EX. SHRUBS/G.C. TO REMAIN (TYP.) DT 8 DT 26 DT 33 DT 23 EX. 6' HT WOOD FENCE (TYP.) EX. 6' HT WOOD FENCE (TYP.) R/W EX. 3' HT PODOCARPUS HEDGE (TYP.) EX. MONUMENT SIGN BS 1 BS 1 LOCATION EXISTING TREE INVENTORY BOTANICAL NAME CONDITION CONOCARPUS ERECTUS GOOD GOOD GOOD GOOD 1 2 3 4 5 GOOD6 7 FAIR8 GOOD9 10 GOOD11 PTYCHOSPERMA ELEGANS12 GOOD13 22 STATUS PRESERVE PRESERVE REMOVE PRESERVE COMMON NAME SIZE / SPECS (DBH, HT, SPR) TREE #12, 13, AND 14 ARE PROHIBITED/NUISANCE PLANT SPECIES OR CONTROLLED SPECIES. ONLY TREE #23 TO BE REMOVED IS CLASSIFIED AS SPECIMEN TREES (18" OR LARGER) AS DEFINED BY SOUTH MIAMI LAND DEVELOPMENT CODE 20-4.5.B.46, AND CHAPTER 17 MIAMI CODE OF ORDINANCES. REMOVAL OF THE DEAD TREE IS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF PEOPLE AND TO PROTECT PROPERTY THAT IS ENDANGERED BY THE TREE. TREE REPLACEMENT IS PROPOSED. ON-SITE: TREE CREDIT IS REQUESTED FOR TREE #1-14, 20-22, 24-38. SWIETENIA MAHAGONI ROYSTONEA ELATA SILVER BUTTONWOOD TYPE WEST INDIAN MAHOGANY ALEXANDER PALM FLORIDA ROYAL PALM 8", 25'x18' 24", 60'x35' 17", 35'x25' 30", 60'x35' 6", 25'x9'; 6", 25'x9' 20", 65'x9' GOOD GOOD GOOD GOOD PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE PRESERVE REMOVE NATIVE NATIVE, SPECIMEN NATIVE, SPECIMEN NON-NATIVE, PROHIBITED A. GENERAL CONTRACTOR SHALL PROVIDE TREE PROTECTION AROUND EXISTING TREES TO REMAIN WITHIN LIMITS OF PROPOSED CONSTRUCTION PRIOR TO BEGINNING DEMOLITION / GRADING ACTIVITY. SEE TREE PROTECTION FENCING DETAIL L1.00. B. GENERAL CONTRACTOR SHALL REMOVE STUMP AND NEARBY ROOTS TO A DEPTH OF 18" FOR EXISTING PLANT MATERIAL TO BE REMOVED. EXISTING TREE NOTES EXISTING TREE TO REMAIN LEGEND - EXISTING PROP. TREE PROTECTION FENCING EXISTING TREE TO BE REMOVED CONOCARPUS ERECTUS SILVER BUTTONWOOD 8", 25'x18' CONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x15' NATIVE NATIVE BURSERA SIMARUBA GUMBO LIMBO SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE NATIVE, SPECIMEN GOOD 29", 60'x35'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 20", 60'x30'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 9", 25'x18'QUERCUS VIRGINIANA LIVE OAK NATIVE 26", 60'x35'SWIETENIA MAHAGONI WEST INDIAN MAHOGANY NATIVE, SPECIMEN 3", 18'x10'BURSERA SIMARUBA GUMBO LIMBO NATIVE PTYCHOSPERMA ELEGANS ALEXANDER PALM 6", 25'x9'; 6", 25'x9'NON-NATIVE, PROHIBITED GOOD14 REMOVEPTYCHOSPERMA ELEGANS ALEXANDER PALM 6", 25'x9'; 6", 25'x9'NON-NATIVE, PROHIBITED GOOD15 REMOVEWODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD16WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD17WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD18WODYETIA BIFURCATA FOXTAIL PALM 13", 20'x9'NON-NATIVE GOOD19JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE REMOVE REMOVE REMOVE REMOVE GOOD20JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE GOOD21JATROPHA INTERGERRIMA PEREGRINA 6", 12'x7'NON-NATIVE PRESERVE PRESERVE 23 REMOVEROYSTONEA ELATA FLORIDA ROYAL PALM 20", 55'x0'DEAD, POORNATIVE, SPECIMEN 24 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 23", 70'x9'GOODNATIVE, SPECIMEN 25 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 19", 60'x9'GOODNATIVE, SPECIMEN 26 PRESERVEROYSTONEA ELATA FLORIDA ROYAL PALM 19", 60'x9'GOODNATIVE, SPECIMEN GOOD27SWIETENIA MAHAGONI WEST INDIAN MAHOGANY 24", 60'x35'PRESERVENATIVE, SPECIMEN GOOD28 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x12'NATIVE 29 9", 25'x15'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD GOOD30 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 7", 20'x12'NATIVE 31 8", 25'x15'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 32 10", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 33 11", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 34 9", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD GOOD35 PRESERVECONOCARPUS ERECTUS SILVER BUTTONWOOD 10", 20'x12'NATIVE 36 6", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 37 12", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD 38 12", 35'x20'PRESERVEBURSERA SIMARUBA GUMBO LIMBO NATIVE GOOD DRIP LINE/TPZ RADIUS 12/21/2022 126 ) ) ) ) ) ) ) ) ) ) \ . ,,i / --------( )( \ \___ J - ~ / ~ ' .. ~ ,!. ~~· / (!) '" Professional/Corp. PROFESSIONAL PREPARER'S STATEMENT OF LANDSCAPING COIWPLIANCE PROCESS NUMBER ____ _ PERMIT NUl\,IBER ______ _ Legal description: lot _5_ Block _5_, Subdivision name E R Clark Property PB 43-20, P.B. 46 Page 64 , Development name Camra Investments LLC (Chipolle) Located al (address) 6290 S Dixie Hwy, South Miami , FL 33143 (09-4036-034-0010) I/We hereby ce11ify that the landscaping/irrigation plan being sccbmitted for the above captioned complies with the requirements of Chapter 18A (18-13 Landscape Ordinance Effective March 24, 1998) as to species, height, trunk width and location at time of planting, and that the species as shown a re in accordance with the accepted species approved by Miami-Dade County and that none of the species are from the prohibited list Additionally, automatic sprinkler system (if applicable) comply with requirements of said ordinance as to type of heads, spray system, location, etc. Professional Preparer1s Signature Brian D. Fridenmaker Print Name STATE OF ------- COUNTY OF ____ _ Seal: The foregoing instrument was acknowledged before me tbis __ day of ------ 199_, by ____________ , of~--~~~~---~-~=~- a _______________ corporation, on behalf of the corporation. He/She is personally known to me or has produced ____________ , as identification and did/did not take an oath. Wituess my signature and official seal this __ day of ~-~~-------- ] 99 , in the County and State aforesaid, the date and year last aforesaid. Notary Public Print Name ·--. -·-·---•-- + \_ CHAIN UNK FENCE LANDSCAPE LEGEND Information Required to be Permanently Affixed to Plan Zoning District: GR Net Lot Area 0.57 acres 24,912 s.f. (!) CJ, OPEN SPACE REQUIRED PROVIDED A. Square Feet o f open space required by Chapter 33, as indicated on e.ite plan: 3,737 Net lot area =24,912s.I x _1§_~~) =3 737 s.f. B. Square feel of parking lot open spnce required by Chapter 18A, as indicated on site plan: No. parking spaces ---12_ x 10 s.L per parking space= C. Total s.f. of landscaped open space required by Chapter 33: A+B = LAWN AREA CALCULATION A.4,O57total s.f. of landscaped open space required by Chapter 33 B. K:faximurn lawn area (sod) pennittcd = 20% x 4 057s.f. = TREES A. No. lrees required per net loL acre 22 X 0.57=13 320 4,057 4,057 812 13 Less existing number of trees meeting minimum requirements (minus) 29 (surplus) 16 29 ex. + 2 pr. trees=31 = 22 trees x net lot acres = 13 -0.57 D. % Palms Allowed: >.To. trees provided x 30%1 = % Palms pcm1ittcd to count as street trees 011 1: 1 basis x 30% C. 01() Natives Required: No. trees provided x ~= 50% D. Street trees (maximum average spncing of 35' o.c.): 140 linear feet along street/ 35 = E. Street trees located directly be neath power lines (maximum average spacing of25' o.c.): N/A linear feet along street/ 25 = SHRCBS A. No. trees required x 10 -No. of shmbs allowed B. No. shruhs allowed x 30% = No . of native shmhs required IRRIGATION PLAN: If required by Chapter 33 TABLE: Containing information as indicated in sample below: 9 4 15 4 N/A 130 39 4,133 370 4,503 4,503 720 31 31 4 4 29 4 N/A 130 39 SYMBOL USED PLANT NATIVE CALIPER HEIGHT CANOPY ON PLA~ l\'AM.E SPEClliS DIA.HET.EK Symbol New Existing Scientific Common Yes J\o Installed lnstaJled Estimated at Estimated flt Maturity* Maturity* *Required for trees located underneath or adjacent to µowerlines and palms used at l : 1 ratio ADDITlOI\AL lN.FOR.\'IATIUN REQUIRED BY CHAPTER 18A .FOR BUSINESS AND J_:\lDUSTIUAL ZOI\ES ------, ' , ' I ' I \ @ \ I ' , ' , ,_ --m ½ . . . . ··c ) ... ( ) *~'Excluded lawn area as provided in Chapter 18A shall be subtracted from net lm,;m area when calculating number of tree~ below. Call before you dig. -------- - QUANTITY -- -- -- architect + engineer innovation at scale 19100 VON KARMAN AVE SUITE600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I CMGCE0023 owner CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM ro·ect info CHIPOTLE SOUTH MIAMI REMODEL 6290 SOUTH DIXIE HIGHWAY, MIAMI, FL issue dates ~ C submission: date ca PERMIT BID revisions: ill description designed by: checked by: seal sheet info .c 0312412022 1i! E date _ 'OD C :c E :::, C. .... C Q) E C. :::, g ~ :::, j .c u ~ ca ~ :::, tl :::, ~ ti L1.02LANDSCAPE DETAILSA.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS INSTALLED FOR ONE FULLYEAR FROM DATE OF ACCEPTANCE BY THE OWNER. ALL PLANTS SHALL BE ALIVE AND AT AVIGOROUS RATE OF GROWTH AT THE END OF THE GUARANTEE PERIOD.B. PRIOR TO INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL INSPECT THE SUBGRADE,GENERAL SITE CONDITIONS, VERIFY ELEVATIONS, UTILITY LOCATIONS, IRRIGATION,APPROVE TOPSOIL PROVIDED BY GENERAL CONTRACTOR AND OBSERVE THE SITECONDITIONS UNDER WHICH THE WORK IS TO BE DONE. CONTRACTOR SHALL NOTIFYGENERAL CONTRACTOR OF ANY UNSATISFACTORY CONDITIONS AND WORK SHALL NOTPROCEED UNTIL SUCH CONDITIONS HAVE BEEN CORRECTED AND ARE ACCEPTABLE TOTHE LANDSCAPE CONTRACTOR.C. IF THE LANDSCAPE CONTRACTOR OBSERVES ANY DEFICIENCIES IN THE PLANTSELECTIONS, SOIL CONDITIONS OR ANY OTHER CONDITION WHICH MIGHT NEGATIVELYAFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, CONTRACTOR SHALL NOTIFYTHE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE PRIOR TO PROCUREMENTAND/OR INSTALLATION.D. PLANT MATERIAL SHALL CONFORM TO THE PLANT LIST AND KEYS ON THE DRAWINGS ANDTO THE QUALITY STANDARDS OF 'AMERICAN STANDARD FOR NURSERY STOCK', BY THEAMERICAN NURSERY & LANDSCAPE ASSOCIATION, ANSI Z60.1 LATEST EDITION. ALL PLANTSSHALL EQUAL OR EXCEED THE MEASUREMENTS AND SIZES SPECIFIED IN THE SCHEDULE.IN THE EVENT OF VARIATION BETWEEN QUANTITIES SHOWN ON PLANT SCHEDULE AND THEPLANS, THE PLANS SHALL TAKE PRECEDENCE. CONTRACTOR TO VERIFY QUANTITIES ANDNOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.E. SUBSTITUTIONS SHALL BE PERMITTED WITH NOTIFICATION AND WRITTEN APPROVAL FROMLANDSCAPE ARCHITECT. SUBSTITUTED MATERIAL SHALL BE THE NEAREST EQUIVALENTSIZE, CONDITION AND GROWTH HABIT HAVING THE SAME ESSENTIAL CHARACTERISTICSWITH AN EQUITABLE ADJUSTMENT IN WHOLESALE PRICE.F. THE LANDSCAPE CONTRACTOR SHALL HAVE LABORATORY SOIL TESTS PERFORMED INLAWN AND PLANTING BED AREAS TO EVALUATE SOIL TEXTURE, INFILTRATION RATE, PH,TOTAL SOLUBLE SALTS, SODIUM, PERCENT ORGANIC MATTER, AND NUTRIENT LEVELS. THELANDSCAPE CONTRACTOR SHALL INCORPORATE FERTILIZER AND/OR SOIL AMENDMENTADDITIVES AS RECOMMENDED BY SOIL TEST.G. COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OFPERMEABLE LANDSCAPE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTOTHE SOIL. SOILS WITH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOILARE EXEMPT FROM ADDING COMPOST. ALL PLANTING BEDS TO RECEIVE 8" MIN. OFPREPARED BACK FILL MIX. ALL INDIVIDUALLY PLANTED TREES AND SHRUBS TO BE BACKFILLED WITH PREPARED BACK FILL MIX. PREPARED BACK FILL MIXTURES SHALL BE MIXEDON SITE, CONSISTING OF ONE PART TOPSOIL, ONE PART SOIL AMENDMENT, ONE PART SOILFROM EXCAVATION. TOPSOIL: ASTM D5268, PH RANGE OF 5.5 TO 7, MIN. 4 PERCENTORGANIC MATERIAL, FREE OF STONES 1 INCH AND LARGER. SOIL AMENDMENT:COMPOSTED ORGANIC MATERIAL. THE SOIL IN ALL PLANTING BEDS SHALL BE LOOSENEDTO 8" MIN. DEPTH AND SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED INTOTHE SOIL BY TILLING, DISCING, OR OTHER SUITABLE METHOD.H. MULCH AT THE EDGE OF PAVEMENT SHALL BE RECESSED ONE INCH BELOW THE TOP OFPAVEMENT.I. CONTRACTOR TO SLIGHTLY FIELD ADJUST PLANT LOCATIONS AS NECESSARY TO AVOIDUTILITIES. FINISHED PLANTING BEDS SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGEAWAY FROM BUILDING(S).J. TREES SHALL BE PLACED A MINIMUM OF 3' FROM SIDEWALKS, CURBS, FIRE HYDRANTS, ORSEWER/WATER CONNECTIONS.K. PLANTINGS AT THE END OF PARKING SPACES SHALL BE SET BACK A MINIMUM OF 3' FROMFACE OF CURB FOR VEHICLE OVERHANG.L. PLANTING BEDS SHALL BE COVERED WITH PRE-EMERGENT HERBICIDE APPLIED ATPRODUCT SPECIFIED RATE UNLESS NOTED OTHERWISE.M. ALL PLANTING BEDS SHALL RECEIVE MULCH UNLESS NOTED OTHERWISE. MULCH SHALL BEDISEASE AND PEST FREE, UNIFORM COLOR, AND FREE OF TWIGS, LEAVES OR OTHERMATERIAL UNSIGHTLY OR INJURIOUS TO PLANTS. MULCH SHALL NOT CONTAIN MANURE ORMALODOROUS CONTENTS. DO NOT PLACE MULCH AGAINST OR IN CONTACT WITH TREETRUNKS. TRUNK ROOT FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. MULCHSHALL BE A MINIMUM OF 6" FROM ALL TRUNKS, STEMS OR CANES OF TREES AND SHRUBS.N. WITHIN CONTRACT LIMITS, SEED OR SOD ALL AREAS NOT COVERED BY PAVING, BUILDINGSOR PLANTING BEDS UNLESS NOTED OTHERWISE. SODDING SHALL NOT BEGIN UNTIL AREAHAS RECEIVED A FINISHED GRADE.O. LANDSCAPE CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE AREAS(EXISTING OR PROPOSED) UNTIL SITE TURNOVER.P. ANY ITEM OR AREAS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED ORREPLACED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.Q. LANDSCAPING TO COMPLY WITH ALL APPLICABLE CITY/LOCAL REGULATIONS.R. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING NEWLANDSCAPING TO MAINTAIN PLANTS IN A HEALTHY CONDITION DURING THE GUARANTEEPERIOD. WATERING SHALL CONTINUE UNTIL PLANTS ARE ESTABLISHED.PLANTING NOTESSOD NOTESSITE PREPARATION:A. SITE TO BE FINE GRADED BEFORE PERMANENT SODDING.B. SOIL SHALL BE LOOSENED TO A DEPTH OF (4) INCHES BY DISCING, RAKING, ROTOTILLINGOR OTHER ACCEPTABLE MEANS, AND RAKED SMOOTH AND FREE OF ROOTS AND STONESOVER 1" DIAMETER.C. PROVIDE SOIL PH TESTING. ADJUST THE PH RANGE OF SOILS THAT ARE UNACCEPTABLEPER LOCAL COOPERATIVE EXTENSION SERVICE TURF STANDARDS. INCORPORATE RAWGROUND AGRICULTURAL LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATESPECIFIED BY THE MANUFACTURER.SOD INSTALLATION:A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS PRODUCERSINTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION.B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS OR CUT PIECES THAT ARE NOTBROKEN OR STRETCHED. SOD SHALL BE FREE OF THATCH. SODDING SHOULD BE DONE INGOOD WEATHER. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE.C. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS.ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES SOD SHALL BE STAKED.D. APPLY STARTER FERTILIZER AT TIME OF SODDING AT RATE RECOMMENDED BYMANUFACTURER. CONTRACTOR IS RESPONSIBLE FOR THE INITIAL WATERING.MAINTENANCE:A. WATER 1 INCH MIN. WITHIN THE FIRST HOUR OF SOD INSTALLATION. BEGIN IRRIGATIONSYSTEM DURING THE FOLLOWING 3 DAYS KEEPING THE SODDED AREA MOIST.B. CONTINUED MAINTENANCE (MOWING, FERTILIZATION, WEEDING, ETC.) OF THE SODDEDAREA SHOULD BE PROVIDED BY A PROFESSIONAL LANDSCAPE MAINTENANCECONTRACTOR.LFMANUAL FLUSH VALVE PLUMBED TO PVC OR POLYAREA PERIMETERTECHLINE START CONNECTION MALE ADAPTERPVC OR POLY EXHAUST HEADERTECHLINE TEEPVC OR POLY SUPPLY HEADERREMOTE CONTROL VALVE2" TO 4" FROM EDGEPERIMETER LATERALSSCALE:NETAFIM TECHLINE CVNONEFINISH GRADE10" ROUND VALVE BOXBRICK SUPPORTS(THREE)LINE FLUSHINGSHUT-OFF VALVE #TLSOV3/4" GRAVEL SUMP(1 CUBIC FOOT)OR EXHAUST HEADERTECHLINE CV LATERAL SCALE:NETAFIM MANUAL LINE FLUSHING VALVENONE4"4" DEPTH SOIL MIX OVERTUBING. 10% SAND, 90% BACKFILL MIX PER PLANTING NOTES.NOTESA. USE ONE NETAFIM TLS6 STAPLE FOR EVERY 4 FEET OF LATERAL LINE,AND USE 2 STAPLES OVER EACH TEE, ELBOW, OR CROSS.NOTESA. ATTACH ±5 FEET OF BLANK TUBING TO OUTLET AND COIL IN VALVE BOXTO BE USED FOR FLUSHING ZONE.PLANSECTIONTECHLINE CV DRIPPERLINE LATERAL. DRIP LINESSHALL BE 4" DEEP AT ALL POINTS.FINISH GRADE/TOP OF MULCHPVC SCH 40 TEE OR ELLPVC LATERAL PIPEPVC SCH 40 STREET ELLPVC SCH 40 ELLPVC SCH 40 STREET ELLSCALE:6" POP-UP SPRAY SPRINKLERNONEPOP-UP SPRAY SPRINKLER: RAINBIRD 1806-SAM-PRS WITH MPRNOZZLEPVC SCH 80 NIPPLE(LENGTH AS REQUIRED)PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)REGULATOR: 25 or 40 PSI18-24" COILED WIREWATERPROOF CONNECTORS (2)JUMBO VALVE BOXSCH 80 T.O.E. NIPPLEMAIN LINE PIPE & FITTINGSBRICK SUPPORTS (4)3/4" MINUS WASHED GRAVELFINISH GRADEDRIP ZONE KITMODEL ICZ-101TIP FILTER TO 45 DEGREESSCALE:ICZ DRIP CONTROL VALVENONEBRICK SUPPORT (3)FINISH GRADE3/4" MINUS GRAVEL10" ROUND VALVE BOXBRASS BALL VALVEMAIN LINE PIPEFROM METERTO BACKFLOW PREVENTERFLOWFLOWSCALE:BALL VALVENONESCALE:GROUND COVER PLANTINGNONE10" 12" 18" 1.000.501.50PLANT SPACING CHART9" 6" 8" ON CENTER (X)PLANT SPACING2.251.754.00SQUARE FOOTPLANTS PERON CENTERON CENTERON CENTERON CENTERON CENTERON CENTERPLANSECTIONMULCH, SEE PLANTING NOTES.APPLY MULCH BEFOREINSTALLING GROUND COVER ORPERENNIALS.PLANTING SOIL MIX, SEEPLANTING NOTES. MIXFERTILIZER WITH PLANTING SOILAT RATE RECOMMENDED BYMANUFACTURER.SPACINGSEE PLANXXXX REMOVE ALL PLASTICCONTAINERS BEFOREINSTALLATION.BED EDGE SEE PLAN/PLANTINGNOTES2'-0" MIN.SCALE:TREE PLANTINGNONE3 X ROOT BALL DIAMETERNOTESA. BACKFILL AND MULCH AS SPECIFIED IN PLANTING NOTES.PRUNE BROKEN OR DEAD BRANCHES. REMOVEALL TAGS. SET TRUNK VERTICAL, PLUMB.(2) 2" DIA. X 8' LONG LODGE POLE STAKES ORAPPROVED MATERIAL DRIVEN MIN. 24" DEPTHOUTSIDE EDGE OF ROOT BALL. ATTACH WOVENPOLYPROPYLENE TREE-TIE WEBBING FORGUYING TREES PER MANUFACTURERINSTRUCTIONS. REMOVE ALL STAKING 1 YEARAFTER INSTALLATION.PLACE ROOT BALL ON UNEXCAVATED ORRECOMPACTED SOIL. LIGHTLY TAMP SOILAROUND ROOT BALL TO BRACE TREE.SET TOP OF ROOT BALL 1" TO 2" ABOVE FINISHEDGRADE. REMOVE ALL TWINE, ROPE, WIRE, ANDBURLAP FROM TOP HALF OF ROOT BALL.REMOVE NON-BIODEGRADABLE MATERIALS.ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDEABOVE ROOT BALL SURFACE AROUND EDGE OFROOT BALL. 4' DIAMETER MULCH RING. FLOODTWICE DURING FIRST 24 HOURS.TRUNK CALIPER SHALL MEET ANSI Z60 CURRENTEDITION FOR ROOT BALL SIZE. TRUNK ROOTFLARE SHALL BE VISIBLE AT THE TOP OF THEROOT BALL. DO NOT PLACE MULCH IN CONTACTWITH TREE TRUNK.CENTRAL LEADER.PREVAILING WINDSTAKESTREE TIES12/21/2022127• a '-----------+----============-_J---_ -_-------architect+ en ineer innovation at scale 19100 VON KARMAN AVE. SUITE600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I CMGCE0023 owner CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM ro·ect info B ·;:: CHIPOTLE SOUTH MIAMI REMODEL °g 6290 SOUTH DIXIE HIGHWAY, MIAMI, FL Q) issue dates submission: PERMIT BID revisions: ill description designed by: checked by: seal sheet info -~ C: date Ill 0312412022 °g date E ... C: Q) E C. :::, g i!! :::, t, 2 ti L1.03 IRRIGATION PLAN Know what's R NORTH0 10 20 SCALE: 1" = 20.00' 40 M B IRRIGATION LEGEND 1" ELECTRIC REMOTE DRIP CONTROL VALVE. HUNTER ICZ-101-40 DRIP CONTROL ZONE KIT WITH 40 PSI PRESSURE REGULATOR. C LANDSCAPE DRIP LINE 0.4 GPH, 18" EMITTER SPACING. NETAFIM TECHLINE CV MODEL # TLCV4-18. LATERAL ROW SPACING 18" APART. DRIP LINES SHALL BE 4" DEEP AT ALL POINTS. INSTALL NETAFIM MODEL #TLSOV FLUSH VALVE AT END OF EACH DRIP LINE. X X" X.XX GPM VALVE SIZE VALVE STA. 4" DIAMETER SCHEDULE 40 PVC IRRIGATION SLEEVE. GENERAL CONTRACTOR TO INSTALL AND FLAG ENDS. 3/4" PVC CLASS 200 IPS PLASTIC PIPE OR POLYETHYLENE SDR PRESSURE RATED LATERAL LINE. EX. IRRIGATION CONTROLLER CABINET. VERIFY LOCATION IN FIELD. EX. REDUCED PRESSURE BACKFLOW PREVENTER. VERIFY LOCATION IN FIELD. EX. IRRIGATION METER. VERIFY LOCATION IN FIELD. BLANK TUBING, NETAFIM #TLCV. 1-1/2" PVC SCHEDULE 40 IPS PLASTIC PIPE MAIN LINE. 6" POP-UP IN LAWNS. RAIN BIRD MPR 10 SERIES NOZZLE: QUARTER. RAIN BIRD 1806-SAM-PRS SPRAY BODY.10Q EXISTING IRRIGATION GENERAL NOTES: SHUT OFF EXISTING IRRIGATION ISOLATION VALVE(S) FOR AREAS TO BE IMPACTED PRIOR TO DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR MANUALLY WATERING EXISTING LANDSCAPING TO REMAIN AS NEEDED WHILE EXISTING IRRIGATION IS SHUT DOWN. ANY EXISTING LANDSCAPING THAT DIES FROM LACK OF WATER AS A RESULT OF CONTRACTOR'S WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO COORDINATE EXTENT AND SCHEDULE OF IRRIGATION WORK WITH LANDLORD AND REPAIR AND ADJUST EXISTING IRRIGATION AS NEEDED TO CONFORM TO NEW LAYOUT AND TO ELIMINATE OVERSPRAY ONTO PROPOSED PARKING LOT, PAVEMENT, AND BUILDING. PROVIDE BID ALTERNATE TO REPLACE IN ENTIRETY SHOULD THE EXISTING SYSTEM NOT BE SUITABLE. CONNECTION TO EXISTING IRRIGATION: THE IRRIGATION CONTRACTOR SHALL LOCATE AND CONNECT TO THE EXISTING SITE IRRIGATION SYSTEM MAINLINE AND CONTROL WIRES. INSTALL SHUT OFF VALVE AT POINT OF CONNECTION. CONFIRM THAT WATER PRESSURE IS ADEQUATE AND THAT NO MASTER VALVE IS IN USE THAT IS NORMALLY CLOSED TO CONTROL WATER FLOW TO INDIVIDUAL ZONES. IF A MASTER VALVE IS IN USE, THEN THE IRRIGATION CONTRACTOR SHALL LOCATE AND EXTEND NEW VALVE WIRES TO THE EXISTING CONTROLLER. UPGRADE OR REPLACE THE CONTROLLER & RAIN SENSOR IF REQUIRED TO SERVE BOTH NEW AND EXISTING ZONES. A. PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/OR LANDSCAPE ARCHITECT AND CONSULT WITH OWNER'S REPRESENTATIVE AND UTILITY COMPANY'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE GRANTED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. B. IRRIGATION PLAN IS SCHEMATIC. LOCATIONS OF PROPOSED IRRIGATION MAIN LINE, LATERALS, VALVES, AND SPRINKLER HEADS ARE SHOWN SCHEMATICALLY FOR CLARITY, AND SHALL BE LOCATED IN GREEN SPACE AT DISCRETION OF IRRIGATION CONTRACTOR. ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLAN TAKE PRECEDENCE OVER IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS AND ARCHITECTURAL FEATURES. C. IRRIGATION MAIN LINE AND VALVES SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT WRITTEN CONSENT OF THE LOCAL JURISDICTION. IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWINGS SHOWING ALL VALVES, HEADS, PUMPS AND LINES SIZES TO OWNER PRIOR TO INSTALLATION. D. THE IRRIGATION CONTRACTOR IS RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVER ALL AREAS PLANTED ON PLANTING PLAN(S). E. HEADS AND DRIP LINES SHALL BE INSTALLED 4" MIN. FROM PAVEMENT AND 12" MIN. FROM BUILDING WALLS AND OTHER VERTICAL SURFACES (FLORIDA PLUMBING CODE - APPENDIX F). F. IRRIGATION CONTRACTOR TO VERIFY IRRIGATION WATER PRESSURE. IF APPLICABLE, INSTALL 1" WATER PRESSURE REDUCING VALVE, WATTS #LF25AUB-Z3, OR EQUIVALENT DOWNSTREAM OF SHUT-OFF/ISOLATION BALL VALVE. G. IRRIGATION CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS AND KEYS TO CONTROLLER CABINET TO THE OWNER PRIOR TO FINAL ACCEPTANCE. H. IRRIGATION CONTROLLER PROGRAMMING TO BE PROVIDED BY IRRIGATION CONTRACTOR. I. IRRIGATION CONTRACTOR TO VERIFY LOCATION AND OPERATION OF CONTROLLER WITH OWNER'S REPRESENTATIVE. J. THE IRRIGATION SYSTEM SHALL BE INSTALLED AND FULLY OPERATIONAL BEFORE PLANT INSTALLATION MAY BEGIN. K. LATERAL LINES SHALL BE 12" MIN. BELOW FINISH GRADE. MAIN LINE SHALL BE 18" MIN. BELOW FINISH GRADE. SLEEVES SHALL BE 24" MIN. BELOW PAVEMENT, AND EXTEND AT LEAST 12" BEYOND PAVEMENT. ALL WIRES LOCATED BELOW PAVEMENT SHALL BE INSTALLED IN A SEPARATE PVC SLEEVE. BACKFILL WITH CLEAN SOIL FREE OF ROCKS, AND TAMP EVERY 4" OF LIFT. L. ALL CONTROL WIRE TO BE RUN UNDER MAIN LINE. CONTROL WIRE SHALL BE DIRECT BURIAL SOLID COPPER MIN. GAUGE #14 AWG-UF (#12 AWG-UF FOR RUNS OVER 2000 LF). COMMON GROUNDWIRE TO BE WHITE MIN. GAUGE #12 AWG-UF. PROVIDE SEPARATE GROUND WIRE FOR EACH IRRIGATION CONTROLLER. ALL ELECTRICAL CONNECTIONS SHALL BE WATER PROOF SPLICES. TAPE WIRE TO MAINLINE AT MAX. 10' INTERVALS. M. ALL DEBRIS SPILLED IN ANY ADJACENT R.O.W. AND OR ADJOINING PROPERTIES SHALL BE CLEANED UP AND REMOVED BY THE CONTRACTOR. N. PROVIDE TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: TWO (2) OPERATING KEYS FOR EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT AND REPAIR OF SPRINKLERS. O. IRRIGATION CONTRACTOR SHALL PROVIDE A BID ALTERNATE FOR AN ONGOING MAINTENANCE AND REPAIR PROGRAM FOR IRRIGATION SYSTEM. P. IRRIGATION SYSTEM SHALL COMPLY WITH ALL LOCAL REQUIREMENTS. ELECTRICAL POWER TO THE IRRIGATION CONTROLLER SHALL BE INSTALLED BY ELECTRICAL CONTRACTOR IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES. Q. SEE IRRIGATION INSTALLATION DETAILS. R. PRODUCTS PROVIDED BY RAINBIRD OR HUNTER THAT ARE OF EQUAL OR SUPERIOR QUALITY AND CONSTRUCTION ARE ACCEPTABLE PRODUCT ALTERNATES. S. IRRIGATION SYSTEM SHALL BE TIMED TO OPERATE ONLY DURING HOURS AND ON DAYS PERMITTED UNDER CHAPTER 32 OF MIAMI DADE COUNTY CODE. T. IRRIGATION CONTRACTOR SHALL COMPLY WITH THE RULES OF THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT - MANDATORY YEAR-ROUND LANDSCAPE IRRIGATION CONSERVATION MEASURES, CHAPTER 40E-24, F.A.C. irrigation notes MOBI LEORDERPICKUP WOOD FENCE 6' TALL N 52° 3 6' 2 8" E 135. 0 8' N 89°17'24" E 28.86' S 49° 5 9' 1 9" W 113. 8 2' S 49° 5 9' 1 9" W 29.5 4'S 4 0 ° 0 0 ' 4 1 " E 1 7 2 . 6 5 ' BASIS OF BEARING S. DI XI E H W Y (VARI A BL E WI DT H RI G H T- O F- W A Y) ONE STORY BRICK SIDED BUILDING FOOTPRINT = 3161.02 S.F. FFE=10.89 7 PK N G S P ASPHALT S 4 5 ° 0 7 ' 2 6 " E 1 9 3 . 8 7 ' ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT CONCRETEFFE=10.83 FFE=10.89 N/F SOUTH MIAMI PLAZA LTD OR 17238 PF 3933 PARCEL#09-4036-011-0610 N/F KIMCO SOUTH MIAMI 634 INC OR 16775 PF 463 PARCEL#09-4036-035-0010 N/F BERMUDA GARDENS INC DATE OF TRANSFER 03/01/0968 PARCEL#09-4036-034-0020 N/F CAMBRIDGE APARTMENTS LLC OR 19378 PF 3262 PARCEL#09-4036-035-0040 8 PK N G S P 8 P KNG S P 7 P KNG S P EX. IRRIGATION TO BE REMOVED AT PR. D/T. REMOVE, CUT & CAP IRRIGATION LINES AS REQUIRED. EX. IRRIGATION CONTROLLER & CONTROL VALVE. RELOCATE TO LANDSCAPE AREA AS NEEDED 1 1" 1.26 EXISTING IRRIGATION TO REMAIN (TYP.) 10Q 10Q 10Q EXTEND TO EXISTING MAIN LINE EXTEND TO EXISTING LATERAL LINE ON SPRAY ZONE 12/21/2022 128 0 0 0 ,--- ------- ------- I I I ,·---·----- !"'iii " =Br + \_ CHAIN LINK FENCE I I I below. -------- - Call before you dig. architect + engineer innovation at scale 19100 VON KARMAN AVE. SUITE600 IRVINE, CA 92612 949.753.7676 T WDPARTNERS.COM project no. I CMGCE0023 owner CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM ro·ect info CHIPOTLE SOUTH MIAMI REMODEL 6290 SOUTH DIXIE HIGHWAY, MIAMI, FL issue dates ~ C submission: date ca PERMIT BID revisions: ill description designed by: checked by: seal sheet info .c 0312412022 1i! date E 'OD C :c E :::, C. .... C Q) E C. :::, g ~ :::, j .c u ~ ca ~ :::, tl :::, ~ ti CHIPOTLE MEXICAN GRILL -STORE #6290 EXISTING BLDG AREA: 3,163 SF. NEW BLDG AREA: 3,351 SF.SOUTH DIXIE HIGHWAY19 19 8 7 14 5 15 6 2 17 11 9 19 (TYP.) COOLER AREA ADDITION 188 SF 23 11 26 (E) PATIO 577 SF. 6' - 0" 11' - 0"6"11' - 0"(E) 11' - 4" (E) 5' - 0" (E) 12' - 5"(E) 18' - 0" TYP.1 14 5' - 1"7 10 12 13 13 13 17 17 18 21 21 21 21 2626 24 25 25 25 25 EXISTING PARKING SPACES TO REMAIN EXISTING PARKING SPACES TO REMAINEXISTING PARKING SPACES TO REMAIN22 (TYP.) 22 ADJACENT BUILDING 29 CLEAR WIDTH (E) 23' - 0"17' - 9"CLEAR WIDTH 23' - 11 1/4" CLEAR WIDTH (E) 21' - 6 1/4" M IN. TYP. (E) 9' - 0"T Y P. (E) 1 6' - 0 " 2' - 0" TYP. (E) 9' - 2"(E) 18' - 0" TYP.TYP. (E) 18' - 0" TYP. (E) 18' - 0"MIN. TYP. (E) 9' - 0"MIN. TYP. (E) 9' - 0"30 CLEAR WIDTH (E) 13' - 4 1/4"CLEAR WIDTH (E) 23' - 0 1/2"C L E A R W I D T H (E ) 2 3 ' - 1 3 /4 " CLEAR WIDTH (E) 23' - 2"EXITEXIT EXISTING ALLEY WAY16 16 16 16CLEAR WIDTH(E) 16' - 5"CLEAR WI DTH(E) 17' - 6"31 (E) 1 8' - 0 " 9 9 33 9 32 34 34 35 ENTRANCECODED NOTES 1 PROPOSED CONC. WALK. 2 PROPOSED CROSSWALK, REFER CIVIL DRAWINGS. 3 PROPOSED 6" WHITE STRIPING (TYP) REFER TO CIVIL DRAWINGS. 4 PROPOSED DIGITAL PICK-UP. 5 PROPOSED (2) POLE SIGNS FOR PULL-IN PARKING SPACES; SINGAGE BY TSV, INSTALLED BY GC, REFER CIVIL DRAWINGS. 6 PROPOSED (2) SPACES MARKED FOR CHIPOTLE PICK-UP PARKING; SIGNAGE BY TSV, INSTALLED BY GC, REFER TO CIVIL DRAWING. 7 8 9 PROPOSED 'DO NOT ENTER SIGN'. REFER TO CIVIL DRAWINGS. 10 PROPOSED PICKUP WINDOW. 11 12 13 15 14 REMOVE EXISTING CURB, REFER TO CIVIL DRAWINGS. 16 PROPOSED 6" BOLLARD, REFER TO CIVIL DRAWINGS. 17 PROPOSED CONCRETE CURB, TYP. REFER TO CIVIL DRAWINGS. PROPOSED DRIVE-THRU LANE. PROPOSED CLEARANCE BAR AND FOUNDATION BY TSV,REFER TO CIVIL DRAWINGS. 18 PROPERTY LINE.19 EXISTING ADA PARKING SPACES TO REMAIN. 20 PROPOSED EXPANSION (188 SF). 21 EXISTING PARKING SPACES TO REMAIN.22 23 PAINT WHITE "MOBILE ORDER PICKUP". REFER TO CIVIL DRAWINGS. PAINT WHITE STRIPES . REFER TO CIVIL DRAWINGS. PROPOSED SIDEWALK RAMP. REFER TO CIVIL DRAWINGS. LANDSCAPE DISTURBED AREAS TO MATCH EXISTING THAT ARE NOT STABILIZED WITH PAVEMENT. COORDINATE WITH THE OWNER FOR PLANT SELECTION. ACCESSIBLE PATH OF TRAVEL.24 REMOVE EXISTING LANDSCAPE, REFER TO CIVIL DRAWINGS. EXISTING LIGHT POLES TO REMAIN. EXISTING LANDSCAPE TO REMAIN.25 EXISTING DRIVEWAY.26 REMOVE EXISTING PARKING SPACES, REFER TO CIVIL DRAWINGS.27 REMOVE EXISTING PAVEMENT, REFER TO CIVIL DRAWINGS.28 0" CURB EXISTING TO REMAIN.29 EXISTING TRASH ENCLOSURE TO REMAIN.30 EXISTING 'RIGHT TURN ONLY' SIGN.31 PROPOSED 'DO NOT ENTER' STENCILE SIGN.32 PROPOSED STOP BAR33 PROPOSED 'RIGHT TURN ONLY' SIGN UNDERNEATH PROPOSED STOP SIGN. 34 PROPOSED 'STOP' SIGN. 35 PARKING REQUIREMENTS TOTAL PARKING PROVIDED STANDARD SPACES = 30.0 HANDICAP ACCESSIBLE PARKING SPACES = 2.0 TOTAL PARKING PROVIDED = 32.0 DRIVE-THROUGH STACKING STACKING REQUIREMENT = N/A STACKING PROVIDED = 5 MINIMUM PARKING REQUIRED FOOD & BEVERAGE ESTABLISHMENTS 1 SPACE PER 100 SQ. FT. 3,351/100 = 34.0 TOTAL PARKING REQUIRED = 34.0 MAXIMUM IMPERVIOUS COVERAGE 85%81%Yes81.1%*2 ADDITIONAL PARKING SPACES TO BE PROVIDED OFF SITE VIA FINANCIAL AGREEMENT seal sheet info project info owner WDPARTNERS.COM 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 614.634.7000 T architect + engineer planningproject no. | issue dates designed by: submission: revisions: 06/03/2022 checked by: Date DateDescription# CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM 1/27/2023 2:47:14 PMBIM 360://CMGCE0023_South_Miami_FL/CMGCE0023_South_Miami_FL_Miami.rvt 6290 SOUTH DIXIE HIGHWAY SOUTH MIAMI, FL 33143 CMGCE0023 A1.0 PROPOSED SITE PLAN CHIPOTLE SOUTH MIAMI REMODEL Designer Checker 3/32" = 1'-0"A1.0 PROPOSED SITE PLAN1 129 0 l I' / _L J -~ J_ '~' ' ' '' '~ \'t_;•:;- ' ' ' ' ' ' ' ' -I ITEM PROPOSED USE SITE M INIM UM LOT A REA M INIM UM LO T FR ONTAGE YARD AND BULK REQUIREMENTS MIN. FR ONT YA RD SETMCK MIN . Slot: YARD SE TSA(K (IN TE RIOR) MIN . SIDI: YARD SETBACK (DR IVEWAY) M IN . REAR YARD SETBAC K MAX . BUI LDI NG HEI GHT MAX IMUM FLO OR AR EA RAT IO __ ,,_ I I -I I , __ I ' I I I ,t--~-._,_1 _.,__ ~ I' \_/ ZON[NG TABLE ZONING DISTRICT: GR -GENERAL RETAIL PERMITTED/ REQU IRED EXISTING PROPOSED CO MPLIANCE RE STAURANT RESTAURANT (CONVEN I ENCE) Y~, SpOO~l Us~ 10,000 SF 25,725 SF 25,725 SF Yes 100 FT 1 4 0 FT 140 FT Yes 20 FT 20 FT 20 FT Yes 0 FT 48 FT 4 8 FT Ye, 20 FT 52 FT 52 FT Yes 20 FT fi9 FT 69 FT Yes 30 FT <30 FT <30 FT Yes &0% 13% 13% YG Q_ ' \ __ / ~;===:=====i:i-~ 'I- i -~~ I I I -,'---~~~~ 1,------- --,- LI I I I ,___, 0 0 r~ -~ - I I ,____ ~ ~ I J.___~ ------./ \ __ / I I I I 0 I I 0 I I I I I -~-- ~1- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' ; --e--/ I I I I I (______; I -- : I I I I I I I I I I I 0 / innovation at scale PATIO 113 MAIN ENTRY 100 ORDERING 105 SERVING 105 COOKING 107 POS 104 KITCHEN 106 BOH 108 OFFICE 109 COOLER 110UTILITY 118 PICK-UP 114 MEN 111 WOMEN 112 STORAGE 116 DINING 101 PASSAGE 103 UTENSIL 102 10' - 8 1/2"17' - 6 1/4"AREA ADDITION 188 SF seal sheet info project info owner WDPARTNERS.COM 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 614.634.7000 T architect + engineer planningproject no. | issue dates designed by: submission: revisions: 06/03/2022 checked by: Date DateDescription# CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM 12/13/2022 8:59:29 AMBIM 360://CMGCE0023_South_Miami_FL/CMGCE0023_South_Miami_FL_Miami.rvt 6290 SOUTH DIXIE HIGHWAY SOUTH MIAMI, FL 33143 CMGCE0023 A2.0 PROPOSED FLOOR PLAN CHIPOTLE SOUTH MIAMI REMODEL Designer Checker 1/4" = 1'-0"A2.0 PROPOSED FLOOR PLAN1 130 rll[ ,lLI ·. IDJl~ · _;l[] m rrr] ~ r1[J F4 L ·1 ~·· -· I =" R F '====" . [JI[ ( _ / , [[Il -~r -I . 1~ I E: " []) it : l ll t - V 7 u I···"·,. )·····/ ·,...- []( I[ [ I t 1tJ -ur= 0 L_ lI7 c~ l [II IOI II ' □ □ LJ 7/\/ ~<.· []]I lI t :::rr-r ~- ~ c:= ,--7-- 1 I I I I :V ✓ ----------------------------------· , __ --------------------------------' l. u I CJ " -t1-1I c:= Ji I ' ~ ~ -- l -TTT I ~ D I '- ' I I ' I ~-___ .ylt'.:!J I ~ -L =--=~ 0 L_ I j ........ ' -- -L. ' _J C I I " I , ]71l I r 0 ' ,Y c::::-4t><1i'f•====r·1--= = ..... -::~~~ I n ~11> innovation at scale FINISHED FLOOR 0' - 0" T.O EXISTING PARAPET 16' - 10" T.O EXISTING PARAPET. 12' - 0" T.O. WINDOW. 7' - 3" 4 5 5 510 8 1311 8 (TYP.)(TYP.) 1516 15 FINISHED FLOOR 0' - 0" T.O EXISTING PARAPET 16' - 10" T.O EXIST. PARAPET. 16' - 2" 9 3 7 5 5 8 8 8 8 8 13 11 15 16 11 12 1 1 614 10 17 P12 24 25 26 NEW ADDITION 27 1 CODED NOTES 1 HARDIEPLANK LAPSIDING TO BE PAINTED WITH CHIPOTLE GRAY FINISH. 2 CHARCOAL ALUMINUM STOREFRONT SYSTEM EXISTING TO REMAIN. 3 PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT, TYP. OF TWO (2), FIELD VERIFY DIMENSIONS WITH INSTALLED STEEL DIMENSIONS. 4 CHARCOAL ALUMINUM STOREFRONT ENTRY DOORS EXISTING TO REMAIN. 5 EXISTING SIGN TO REMAIN. 6 NEW CONDENSING UNIT AND FAN COIL, REFER TO MECHANICAL DRAWING. 7 DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN BY QUIKSERV MODEL# SST-4035E FLORIDA BUILDING PRODUCT APPROVAL # FL23327-R0 8 EXISTING LIGHT FIXTURE TO REMAIN. 9 HARDIEPLANK LAPSIDING TO MATCH EXISTING BY JAMES HARDIE BUILDING PRODUCTS FLORIDA BUILDING PRODUCT APPROVAL # FL1077-R8. PAINT CHIPOTLE GREY TO MATCH WITH EXISTING. 10 PREFINISHED METAL COPING EXISTING TO REMAIN. 11 EXISTING RTU UNIT. 12 EXISTING WALK-IN-COOLER. 13 EXISTING HVAC UNIT. 14 14 GA. GALVANIZED METAL COPING W/ CONTINUOUS DRIP EDGE EACH SIDE TO MATCH EXISTING, SLOPE TO DRAIN TO ROOF. HICKMAN EDGE SYSTEMS FLORIDA BUILDING APPROVAL # FL40251 15 EXISTING SILVER PAINT CANOPY TO REMAIN. 16 EXISTING CORRUGATED GALVANIZED AWING TO REMAIN. 17 NEW OUTDOOR SECURITY CAMERA. 18 EXISTING BRICK ROWLOCK. 19 EXISTING ROOF ACCESS LADDER. 20 EXISTING PAC LIGHT. 21 EXISTING SERVICE DOOR. 22 EXISTING GAS METER. 23 EXISTING ELECTRICAL PANEL. 24 NEW DOWNSPOUT. 25 OVERHEAD SUPPORTS ABOVE CANOPY, REFER TO VENDOR DETAILS. 26 NEW 6" BOLLARD, REFER TO CIVIL DRAWINGS. 27 NEW CORNER TRIM TO MATCH EXISTING EXTERIOR FINISH LEGEND METAL CANOPY LGD. # P12 PREFINISHED BRAKE METAL 'CHARCOAL" GREY seal sheet info project info owner WDPARTNERS.COM 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 614.634.7000 T architect + engineer planningproject no. | issue dates designed by: submission: revisions: 06/03/2022 checked by: Date DateDescription# CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM 12/13/2022 8:59:31 AMBIM 360://CMGCE0023_South_Miami_FL/CMGCE0023_South_Miami_FL_Miami.rvt 6290 SOUTH DIXIE HIGHWAY SOUTH MIAMI, FL 33143 CMGCE0023 A3.0 PROPOSED EXTERIOR ELEVATIONS CHIPOTLE SOUTH MIAMI REMODEL Designer Checker 1/4" = 1'-0"A3.0 NORTH EXTERIOR ELEVATION1 1/4" = 1'-0"A3.0 EAST EXTERIOR ELEVATION2 131 i i -- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' ' ' 7 TT ' ' I □=rr= LE EX~ CAN G R~ LL II C H ~ p M ' ' ' T T T ' ' I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I - ' ' ' ' T T ' ' ' ' ' ' ' ' ' ' ' ' ' ' T T ' ' ' ' ' T ' ' - II I ' ' ' T T T T -T ' ' ' --·~ ' 1,1 -I : I : I ,✓,v I' I: I ' --' - ' ' ' / ,/ . . 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COOLER PARAPET 16' - 2" T.O EXISTING PARAPET 16' - 10" 8 10 4 5 88 (TYP.) 15 16 8 8 11 11 6 1616 15 5 (TYP.) 18 1818 8 19 22 14 23 25 26 NEW ADDITION 1 1 1 9 27 FINISHED FLOOR 0' - 0" T.O. COOLER PARAPET 16' - 2" 3 8 17 P12 19 20 20 11 6 8 2121 16 1014 19 8 24 25 26 NEW ADDITION 9 1 111 2727 CODED NOTES 1 HARDIEPLANK LAPSIDING TO BE PAINTED WITH CHIPOTLE GRAY FINISH. 2 CHARCOAL ALUMINUM STOREFRONT SYSTEM EXISTING TO REMAIN. 3 PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT, TYP. OF TWO (2), FIELD VERIFY DIMENSIONS WITH INSTALLED STEEL DIMENSIONS. 4 CHARCOAL ALUMINUM STOREFRONT ENTRY DOORS EXISTING TO REMAIN. 5 EXISTING SIGN TO REMAIN. 6 NEW CONDENSING UNIT AND FAN COIL, REFER TO MECHANICAL DRAWING. 7 DARK BRONZE ALUMINUM PASS-THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN BY QUIKSERV MODEL# SST-4035E FLORIDA BUILDING PRODUCT APPROVAL # FL23327-R0 8 EXISTING LIGHT FIXTURE TO REMAIN. 9 HARDIEPLANK LAPSIDING TO MATCH EXISTING BY JAMES HARDIE BUILDING PRODUCTS FLORIDA BUILDING PRODUCT APPROVAL # FL1077-R8. PAINT CHIPOTLE GREY TO MATCH WITH EXISTING. 10 PREFINISHED METAL COPING EXISTING TO REMAIN. 11 EXISTING RTU UNIT. 12 EXISTING WALK-IN-COOLER. 13 EXISTING HVAC UNIT. 14 14 GA. GALVANIZED METAL COPING W/ CONTINUOUS DRIP EDGE EACH SIDE TO MATCH EXISTING, SLOPE TO DRAIN TO ROOF. HICKMAN EDGE SYSTEMS FLORIDA BUILDING APPROVAL # FL40251 15 EXISTING SILVER PAINT CANOPY TO REMAIN. 16 EXISTING CORRUGATED GALVANIZED AWING TO REMAIN. 17 NEW OUTDOOR SECURITY CAMERA. 18 EXISTING BRICK ROWLOCK. 19 EXISTING ROOF ACCESS LADDER. 20 EXISTING PAC LIGHT. 21 EXISTING SERVICE DOOR. 22 EXISTING GAS METER. 23 EXISTING ELECTRICAL PANEL. 24 NEW DOWNSPOUT. 25 OVERHEAD SUPPORTS ABOVE CANOPY, REFER TO VENDOR DETAILS. 26 NEW 6" BOLLARD, REFER TO CIVIL DRAWINGS. 27 NEW CORNER TRIM TO MATCH EXISTING EXTERIOR FINISH LEGEND METAL CANOPY LGD. # P12 PREFINISHED BRAKE METAL 'CHARCOAL" GREY seal sheet info project info owner WDPARTNERS.COM 19100 VON KARMAN AVE. SUITE 600 IRVINE, CA 92612 614.634.7000 T architect + engineer planningproject no. | issue dates designed by: submission: revisions: 06/03/2022 checked by: Date DateDescription# CHIPOTLE MEXICAN GRILL, INC. 610 NEWPORT CENTER DRIVE, SUITE 1300 NEWPORT BEACH, CA 92660 WWW.CHIPOTLE.COM 12/13/2022 8:59:32 AMBIM 360://CMGCE0023_South_Miami_FL/CMGCE0023_South_Miami_FL_Miami.rvt 6290 SOUTH DIXIE HIGHWAY SOUTH MIAMI, FL 33143 CMGCE0023 A4.0 PROPOSED EXTERIOR ELEVATIONS CHIPOTLE SOUTH MIAMI REMODEL Designer Checker 1/4" = 1'-0"A4.0 WEST EXTERIOR ELEVATION2 1/4" = 1'-0"A4.0 SOUTH EXTERIOR ELEVATION1 132 I I r ,7 1 I [[JI JI ~ J - I, " -, " _,, ',, "' -' "' " " .~ -~ ' ~ " l_ "" " - II ~ t l=i - 7 -~ I I ' I ", " " " ", -- ~ / " /\\\ ' ' I \□ H ~ [P □ , ' I: I: I: : 'u [L -I: 1: ' ' ' : I : I : I ' -I , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' I I , ' ' ' ' ' ' ! ! L ' ' ' ' ' '' I ' 11 ' ' ' ' II ~ 1/ - ' ' ,,✓77 \ ' CI -~ ~ I ' -,? 7 '-I "I' 1 -i ' ( I I 1 ?. ii! ") ' ' ' 7 ' i ' '' / ' " I ii ' ~ ' ' "~ '\< Ix? /ii . :i<' '' '" ~· I< //ff 0"\, ~ -1 , ' I I ;; ' ' ' II . ' ' II, ' ' ' 7 ' ' ' " I,-', -J,, ' ' ,>; 7 7 ' ' ' ~ ' ' ' I I ~<:'::: I ' ' ' " I . ~· ' ---( " " .---• ·~ ' ' ) -----!. 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" 7 j I " I I ' I ' ' ~ I I I ~~ c'/ ll ( ) ' ' L____;' ' / \ ~/ " - 7 -' '='- f---- ' " I~~ - j~ ~ Ir== ~ ~ ' ' ' ' ' i '------:' "r " ' r j f innovation at scale 133 MIAMI-DAD E STAT E OF FLORIDA CO U NTY OF MIAMI-DAD E : Before the unde rsigned autho rity personally appeared RO SANA SA LGADO, who on oat h says th at he or she is the LEGA L CLERK. Lega l Notices of the Miami Dai ly Bus iness Review f/k/a Miami Review , of Miami-Dade Cou nty, Florida ; that the attached copy of advertisemen t, bei ng a legal Advertisement of Not ice in the matter of CITY OF SOU TH MIAMI -PU BLIC HEA RI NG -APP LI CATION TO MOD IFY THE SITE PLAN - AT 6290 S. DIXIE HIGHWAY · FEB . 21 , 2023 in the XXXX Court , was published In a newspaper by prin t in the Issues of Miami Daily Business Rev iew f/k/a Miami Review on 02/10/2 023 Affia n\ furt her says that the newspape r complies w it h all lega l req uirements for pub licatio n in chapter 50, Flo rida St atutes . Sworn to and subsc ribe d before me th is 10 day of FEB RUARY, A .O. 2023 ;J~~ (SlL) ROSANA SALGADO personall y kn ow n to me '91!EArtACHED 134 CITY OF SOUTH MIAMI, FLORIDA NOTICE OF PUBLIC HEAAINO APPLICATION TO MODIFY THE SITE PLAN FOR AN EXISTING SPECIAL USE ON THE PROPERTY LOCATED AT 6290 S. DIXIE HIGHWAY An application has been filed with the City of South Miami to modify a site plan putsuant to Section 20-3.4(8)(4)(a)(iQ of the Land Development Code for an existing special use on property located at 6290 S. Dixie Highway. Notice is hereby giyen that the City Commission will hold a public hearing on Tuesdav, February 21. 2023 at 7:00 .m. to consider the application: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA RECOMMENDING [APPROVAL OF/DENIAL OF] A MODIFICATION TO A SITE PLAN PURSUANT TO SECTION 20-3.4(B)(4)(a)(ii), FOR AN EXISTING SPECIAL USE PREVIOUSLY APPROVED BY RESOLUTION NO. 6-99-10631 FOR A CONVE NIENCE RESTAURANT WITHIN THE GENERAL RETAIL (GR) ZONING DISTRICT ON PROPERTY LOCATED AT 6290 S. DIXIE HIGHWAY; PROVIDING FOR CONDITIONS; ENFORCEMENT OF CONDITIONS; CORRECTIONS; SEVERABILITY; AND AN EFFECTIVE DATE. The hearing will be held at c· Hall Commission Chambers 6130 Sunset Drive South lami Florida 33143. Commission members will participate in Chambers or by video conferencing through the Zoom platform and members of the public may join the meeting via Zoom at hit s://zoom.us/i/3056636338 and participate. At a minimum , at least three members of the City Commission will be physically present in the City Commission Chambers and they will be broadcast on the Zoom platfonm along with all other members of the Commission, City Staff and the public may attend remotely from the Commission Chambers and from other locations. If you desire to present evidence or you are unable to use Zoom, there are procedures to follow and other options available including a dedicated phone line to listen and participate in the meeting and limited public attendance, all of which is set forth in the meeting notice posted at City Ha ll and at hit · /www .southm~tnifl.gQyffi..8,_0/Public-Me_e_!in s-Notlces . The pending application and supporting documentation can be rev iewed a d co ies btained by contacting the City Clerk at 305-663~634 . Pursuant to Section 286.0105, Fla. Stat., the City hereby advises the public that if a person decides to appeal any decision made by the Commission with respect to this matter, such person must ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. This notice does not constitute consent by the City for the introduction or admission of otherwise inadm issi ble or irrelevant evidence, nor does it authorize challenges or appeals not otherwise allowed by law. ADA: To·request a modification to a policy, practice or procedure or to request an auxiliary aide or service in order to participate in a City program , activity or event, you must on or before 4:00 p.m. 3 business days before th e meeting (no.t counting the day of the meeting) deliver your request to the City Clerk by telephone: 305-663-6340 , by mall at 6130 Sunset Drive, South Miami, Florida or email at npayne@southmiamifl .g ov. 2/10 Nkenga A. Payne, CMC, FCRM City Clerk 23-56/0000646109M 4SE ...................................................................................................NEIGHBORSSUNDAYFEBRUARY122023 The Florida Bar honor- ed several legal profes- sionals in January for their pro bono work. Among them: BILZIN SUMBERG,LAW FIRM COMMENDAT ION Miami’s Bilzin Sumberg spent 2,235 hours on pro bono work for people and nonprofit organizations in 2021, according to the Bar. The firm handled cases for the most helpless citizens (children who have been abused or ne- glected) as well as zoning, civil rights and eviction cases. The firm encourages its lawyers in the “pay it forward” philosophy and enables them to have time to do so through its “Bilzin Sumberg Cares” program, headed by co-chairs Mashall Pasternack and FLORIDA BAR Here are some honored for th eir pro bono service SEE PROBONO, 15SE BY DAVID J. NEAL dneal@miamiherald.com 135 Avi Piblik ELEKSYON ESPESYAL VIL MIAMI 27 FEVRIYE 2023 Yo avize piblik Ian de chanjman lAnllm sa a ki let nan adres biwo vot ki ekri pi ba la a. Sipevize Eleksyon an le chanjman sa a dapre Seksyon 101.71 Lwa Florid. CHANJMAN TANPORE NAN BIWO VOT SA YO Blwo Vi>t Nlmewo Vye Lokal Nouvo Lokal 624.0 / 995.0 Knights of Columbus Miami Jose Marti Park Gymnasium Council 1 434 SW 3 Ave 3601 S Miami Avenue Pou plis enfOmasyon , tanpri vizite http://miamigov.com/elections oswa kontakte Biwo Grefye Vil Miami an pa imel nan City-Campaigns@miamigov.com oswa 305-250-5361 . @ Todd B. Hannon Grefye Vil Anons Nim . 40247 CITY OF SOUTH MIAMI, FLORIDA NOTICE OF PUBLIC HEARING APPLICATION TO MODIFY THE SITE PLAN FOR AN EXISTING SPECIAL USE ON THE PROPERTY LOCATED AT 8290 S. DIXIE HIGHWAY An application has been filed with the City of South Miami to modify a site plan pursuant to Section 20-3.4(B)(4)(a)(ii) of the Land Development Code for an existing special use on property located at 6290 S. Dixie Highway. Notice is hereby given that the City Commission will hold a public hearing on Tuesday. February 21, 2023, at 7:00 p.m. to consider the application: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA RECOMMENDING (APPROVAL OF/ DENIAL OF( A MODIFICATION TO A SITE PLAN PURSUANT TO SECTION 2D-3.4(B)14)(a)(IIJ, FOR AN EXISTING SPECIAL USE PREVIOUSLY APPROVED BY RESOLUTION NO. 8-99-10831 FOR A CONVENIENCE RESTAURANT WITHIN THE GENERAL RETAIL (GR) ZONING DISTRICT ON PROPERTY LOCATED AT 6290 S. DIXIE HIGHWAY; PROVIDING FOR CONDITIONS; ENFORCEMENT OF CONDITIONS; CORRECTIONS; SEVERABILITY; AND AN EFFECTIVE DATE. The hearing will be held at City Hall Commission Chambers. 6130 Sunset Drive, South Miami, Florida 33143 . Commission members will participate in Chambers or by video conferencing through the Zoom platform and members of the public may join the meeting via Zoom at (https://zoom.us/j/3056636338) and participate . At a minimum, at least three members of the City Commission will be physically present in the City Commission Chambers and they will be broadcast on the Zoom platform along with all other members of the Commission, City Staff and the public may attend remotely from the Commission Chambers and from other locations. If you desire to present evidence or you are unable to use Zoom, there are procedures to follow and other options available including a dedicated phone line to listen and participate in the meeting and limited public attendance, all of which is set forth in the meeting notice posted at City Hall and at http ://www.southmiamifl.gov/580/Public-Meetings-Notices . The pending application and supporting documentation can be reviewed and copies obtained by contacting the City Clerk at 305-663-6340. Pursuant to Section 286.0105, Fla. Stat, the City hereby advises the public that if a person decides to appeal any decision made by the Commission with respect to this matter, such person must ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. This notice does not constitute consent by the City for the introduction or admission of otherwise inadmis~ble or inrelevant evidence, nor does it author~• challenges or appeals not otherwise allowed by law. ADA: To request a modification to a policy, practice or procedure or to request an auxiliary aide or service in order to participate in a City program , activity or event, you must on or before 4:00 p.m. 3 business days before the meeting (not counting the day of the meeting) deliver your request to the City Cler1< by telephone: 305-663-<,340, by mail at 6130 Sunset Drive, South Miami, Florida or email at npayne@soulhmiamifl.gov. Nkenga A. Payne , CMG, FCRM City Clerk 2.3 Acre Oceanfront Estate with Custom Built 4,292 SF Main Residence with 2,596 SF of Deck Area Cat 5 Hurricane Rated Concrete Construction, Windows and Doors Prime Location adjacent to Nature Preserve and the proposed Port Zeus Marina Project Minutes from International Airport with direct flights from Miami 2,000 SF Boat/Car Garage with 840 SF Apartment \t ":; FISH ER FRANCIS D. SANTOS ~ AUCTION COMPANY FisherAuction.com • 754.220.4116 3% BROKER PARTICIPATION• AUCTION SUBJECTTO TERMS OF SALE