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22-084 - Approving the Final Site Plan for GPT
Sponsored by: Interim City Manager RESOLUTION NO. 22-084 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, APPROVING THE FINAL SITE PLAN REQUEST FOR THE CONSTRUCTION AND OPERATION OF AN INDUSTRIAL AND COMMERCIAL MIXED -USE RETAIL, AND WAREHOUSE DISTRIBUTION FACILITY ON THE PROPERTY LOCATED AT 12691 NW 42ND AVENUE AND 12705 NW 42ND AVENUE, OPA-LOCKA, FLORIDA 33054, IDENTIFIED BY FOLIOS 08-2129-000- 0050 AND 08-2129-000-0064, IN THE B-3 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the Applicant, GPT NW 42ND AVENUE OWNER II, LLC C/O GRAMERCY PROPERTY TRUST & GPT NW 42ND AVENUE OWNER III, LLC C/O GRAMERCY PROPERTY TRUST seeks to redevelop this two -parcel site with the construction and operation of an industrial and commercial mixed -use retail and warehouse distribution facility in accordance with the Commercial B-3 zoning district and the Corridor Mixed Use Overlay requirements. The applicant has prepared a site plan to illustrate the proposed retail and warehouse distribution facility; and WHEREAS, according to the City of Opa-Locka's official Zoning Map, the Property is designated B-3 (Commercial Intensive Business District) and is subject to a Corridor Mixed -Use Overlay, which allows for an industrial/commercial mixed use, including retail and warehouse/ distribution facilities; and WHEREAS, as indicated on the accompanying plans, the proposed development would consist of six buildings containing approximately 741,837 square feet which combines both commercial and warehouse uses and 74,182 square feet of office use; and WHEREAS, the Plans also incorporate traditional Moorish architecture to complement the surrounding community and the general design goals of the City; and WHEREAS, the Planning & Zoning Board reviewed this request on September 13, 2022, for final site plan approval and recommended approval by a 4-0 vote; and WHEREAS, the City Commission of the City of Opa-Locka finds that it is in the best interest of the City and its residents to approve the final site plan of Applicant within the City, as provided herein and attached hereto as Exhibit "A". Resolution No. 22-084 NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, AS FOLLOWS: SECTION 1. Recitals. The above recitals are true and correct and are incorporated into this Resolution by reference. SECTION 2. Approval/Denial. Approval/Denial of Site Plan. The City Commission of the City of Opa-Locka has reviewed the recommendation of the Planning & Zoning Board and hereby approves / denies the Site Plan request for the construction and operation of an industrial and commercial mixed -use retail, and warehouse distribution facility on the property located at 12691 NW 42nd Avenue and identified by folio 08-2129- 000-0050 and 12705 NW 42nd Avenue and identified by folio 08-2129-000-0064 and both properties are in the B-3 Zoning District. A copy of the Site Plan is attached hereto and incorporated herein as Exhibit "A". SECTION 3. SCRIVENER'S ERRORS. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager, or the City Manager's designee, without need of public hearing, by filing a corrected or re -codified copy of same with the City Clerk. SECTION 4. EFFECTIVE DATE. This Resolution shall, upon adoption, become effective as specified by the City of Opa-Locka Code of Ordinances and the City of Opa-Locka Charter. PASSED and ADOPTED this 14th day of December, 2022. TTEST: nna Flores, City Clerk John aylor ., Mayor 2 Resolution No. 22-084 APPROVED AS TO FORM AND LEGAL SUFFICIENCY: (/ Burnadette Norris- eeks, P.A. City Attorney Moved by: Commissioner Williams Seconded by: Commissioner Bass VOTE: 4-1 Commissioner Bass YES Commissioner Kelley YES Commissioner Williams NO Vice Mayor Ervin YES Mayor Taylor YES 3 DocuSlgn Envelope ID: 6FBF0E7B-1B4C-497C-A75B-13BF91AAA552 City of Opa-locka Agenda Cover Memo Department Director: Gregory D. Gay Department Director Signature: .-D uSi d . City Manager: Darvin Williams CM Signature poim n, wt to S Commission Meeting Date: December 14, 2022 Item Type: (Enter x in box) Resolution Gi8C9761E8Dc 2 .. Ordinance Other X Fiscal Impact: (EnterXin box) Yes No Resolution Reading: (Enter X in box) 1St Reading 2nd Reading X X Public Hearing: (EnterXin box) Yes No Yes No X X Funding Source: Account#: (Enter Fund & Dept) Ex: N/A See Financial Impact section below Advertising Requirement: (EnterXin box) Yes No X ILA Required: (Enter X in box) Yes No RFP/RFQ/Bid#: X Strategic Plan Related (EnterXin box) Yes No Strategic Plan Priority Area: Enhance Organizational 0 Bus. & Economic Dev I. item Public Safety 0 Quality of Education 0 Qual. of Life & City Image lip Communication 0 Strategic Plan Obj./Strategy: (list the specific objective/strategy this will address) X Sponsor Name City Manager Department: Planning & Community Development City Manager Short Title: A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, APPROVING THE FINAL SITE PLAN REQUEST FOR THE CONSTRUCTION AND OPERATION OF AN INDUSTRIAL AND COMMERCIAL MIXED -USE RETAIL, AND WAREHOUSE DISTRIBUTION FACILITY ON THE PROPERTY LOCATED AT 12691 NW 42ND AVENUE AND 12705 NW 42ND AVENUE, OPA-LOCKA, FLORIDA 33054, IDENTIFIED BY FOLIOS 08-2129-000-0050 AND 08-2129-000-0064, IN THE B-3 ZONING DISTRICT; PROVIDING FOR AN EFFECTIVE DATE. Staff Summary: The Applicant, GPT NW 42nd Avenue Owner II, LLC & GPT NW 42nd Avenue Owner III, LLC seeks to redevelop this two -parcel site and has submitted formal requests for site plan and development agreement approvals for the construction and operation of an industrial and commercial mixed -use retail and warehouse distribution DocuSIgn Envelope ID: 6FBFOE7B-1134C-497C-A75B-13BF91AAA552 facility in accordance with the Commercial B-3 zoning district and the Corridor Mixed use Overlay requirements. Background This property is located in the southwest section of the City of Opa-locka on the east -side of NW 42nd Avenue, across from the City's Public Works Department. The property is owned by GPT NW 42"d Avenue Owner II LLC and GPT NW 42nd Avenue Owner III LLC according to Miami -Dade County Property appraiser's website. As indicated on the site plan the proposed development would consist of six buildings containing approximately 741,837 square feet which combines both commercial and warehouse uses and would provide 74,182 square feet of office use. The applicant intends to develop the property with a commercial logistics uses in accordance with the Commercial B-3 zoning district regulations and the corridor mixed use overlay requirements for the inclusion of industrial warehouse and distribution uses. The proposed development would consist of six buildings containing over 740,000 square feet and incorporates traditional Moorish architecture to complement the surrounding community and general design goals of the City, This development provides for both commercial and warehouse uses with a commercial visual appeal. This planned development is anticipated to generated approximately 1,000 construction jobs, 765 permanent jobs, and an excess of $90 million in new investment inclusive of $6 million of permits and impact fees. The City of Opa-locka's Comprehensive Plan, Future Land Use Plan map provides that the property has a land use designation of "Commercial" with a "Corridor Mixed Use Overlay", for "Parcel 1" and a land use designation of "industrial" with a "Corridor Mixed Use Overlay", for "Parcel 2" which allows for an industrial/commercial mixed -use, which would include warehouse / distribution facilities and showrooms. Because the buildings are expected to be built on a speculative basis for many tenants and are not a build -to -suit for a specific tenant in mind, measurable commercial -retail at this time is not possible in order to preserve flexibility needed to best respond to leasing demand once the buildings are constructed. The site plan does provide a means for separate uses within each building to permit commercial retail, showroom and flex office space. The proposed development use "Retail Center" and 'Warehouse Distribution Center" is in harmony with the general characteristic of the surrounding neighborhood for Commercial/Industrial Uses. For Horizontal Mixed Use the Development where the different types of uses, industrial and commercial are horizontally integrated, the site plan has multiple buildings, and each building may be a separate use. There must be clear indicators as to the area designated for retail and for commercial uses. Retail uses must be specific to the products produced on site and any accessory uses. The applicant is proposing a speculative, multi -tenant commercial logistics project that has been designed to attract small- and medium-sized users that are anticipated to require approximately 10% in aggregate of square footage as retail/showroom and flex office space buildout inside the buildings. The buildings facing Lejeune and Douglas/LeJeune will feature shallower depths at 145 feet, more glass and storefronts, high auto parking counts, enhanced lighting and concealed truck courts, which are visually appealing to the neighborhood and will attract smaller businesses with office/showroom/retail spaces along the storefronts, According to the City's Land Development Regulation/ Zoning Code B-3 (Commercial Industrial) allows Warehouse facilities for light industrial and light manufacturing uses; The B-3 Zoning District also permits B- 1 & B-2 Uses and the district permits Flea Markets & Bazaars. As a mixed -use development there must be clear indications of retail, sales and service uses and distinct indicators of where those uses will be located. The MXUOD District permits Retail and Service Uses as well as Hotels, Movie Theaters, Health Spas, and Medical and Business Offices. The commercial mixed use also includes Recreational Facilities that include recreation buildings for indoor sports, i.e. indoor soccer, swimming pools, parks, (which could include a water park) open space and recreational area for tennis courts, basketball courts, etc. Financial Impact Approval of this site plan and development agreement will not provide any negative financial impact. DocuSign Envelope ID: 6FBFOE7B-1B4C-497C-A758-13BF91AAA552 Proposed Action: Staff recommended approval of this Resolution Attachment: DRAFT Resolution P&Z Application Package P&Z Board Meeting Minutes 9-13-22 Holland 8c Knight 701 Brickell Avenue, Suite 3300 1 Miami, FL 33131 1T 305.789.7782 1 F 305.789.7799 Holland & Knight LLP 1 www.hklaw.com Joseph G. Goldstein, Esq. (305) 789-7782 joseph.goldstein@hklaw.com April 19, 2022 VIA HAND DELIVERY Mr. Gregory Gay Director, Planning and Community Development Department 3400 NW 135 Street, Building B Opa-Locka, Florida 33054 Re: GPT NW 42 Avenue Owner II LLC and GPT NW 42 Avenue Owner III LLC - Letter of Intent for Site Plan Review Dear Mr. Gay: This letter constitutes the letter of intent on behalf of GPT NW 42nd Avenue Owner II LLC & GPT NW 42nd Avenue Owner III LLC (the "Applicants") in support of their request for site plan approval for a proposed commercial logistics project in connection with that certain ± 43.76 acres of land located at 12691 NW LeJeune Road in Opa-Locka, Florida and identified by folio number 08-2129-000-0050 ("Parcel 1") and that certain ± 9.98 acres of land located at 12705 NW LeJeune Road in Opa-Locka, Florida and identified by folio number 08-2129-000-0064 ("Parcel 2") (collectively, the "Property"; legally described in Exhibit "A"). Parcel 1 is located in the southeast corner of NW 42 Avenue/LeJeune Road and State Road 924/Gratigny Parkway, south of the Miami -Dade County canal while Parcel 2 is located west of the Douglas Road/LeJeune Road connector and north of the Miami -Dade County canal. Parcel 1 has served as the location for the Opa-Locka Flea Market and Parcel 2 is currently used for truck parking. Both parcels are surrounded by industrial uses to the north and to the west, while Parcel 1 is directly east of a recently approved logistics/warehouse and commercial development. The City of Opa-Locka's Comprehensive Plan, Future Land Use Plan (LUP) map provides that Parcel 1 has a land use designation of "Commercial" with a "Corridor Mixed Use Overlay" while Parcel 2 has a land use designation of "Industrial." Additionally, according to the City of Opa-Locka's official Zoning Map, the Property is designated B-3 (Commercial Intensive Business District) and Parcel 1 is subject to a Corridor Mixed -Use Overlay, which allows for an industrial/commercial mixed -use, including warehouse/distribution facilities. An aerial of the Property is included below. The Applicants seek to develop the Property with a commercial logistics project in accordance with the Commercial and Corridor Mixed Use Overlay requirements. South Florida (Miami -Dade, Broward, and Palm Beach Counties) is home to over 416 million square feet of warehouse space — the largest concentration of warehouse space in Florida. According to CBRE Group, Inc., with 3,100 acres of developable land remaining, South Florida can only accommodate an additional 48 million square feet of logistics space before it is built out, which is approximately 7.5 years using historical delivery trends. In November 2021, the South Florida Business Journal similarly highlighted the growing need for warehouse and distribution space, which is undergoing a "boom" in Miami -Dade County. At 3% vacancy and declining, Miami -Dade County desperately needs more commercial warehouse space. Given the growth of traditional logistics and transshipment use along with the rise of e -commerce in today's economy and existing projects in the immediate vicinity catering to this market, a commercial logistics facility as proposed would be an ideal location and unique opportunity for the City of Opa-Locka. The Applicants have prepared a site plan ("Plan") to illustrate the proposed facility. The Plan provides information relating to the general layout, building aesthetics, landscaping guidelines, and parking areas. As indicated in the accompanying plans, the proposed development would consist of six buildings containing over 740,000 square feet. The proposed commercial logistics project combines both commercial and warehouse uses with an emphasis on a commercial visual appeal by utilizing the following design features: • Shallower buildings, which create more opportunities for smaller businesses, tenants in a variety of industries, and retail/showroom/office spaces facing LeJeune and Douglas/LeJeune Connector • Concealed truck courts, which shield/screen truck loading and unloading from main thoroughfares 2 #156953513_vl • Incorporating use of more glass and storefronts within the architectural design increases the commercial appeal visible to the main thoroughfares and allows for more retail/showroom/office spaces • Enhanced lighting features The proposed project is anticipated to generate approximately 1,000 construction jobs, 765 permanent jobs, and an excess of $90 million in new investment inclusive of $6 million of permits and impact fees. The Plans also incorporate traditional Moorish architecture to complement the surrounding community and general design goals of the City. The Applicants have included in Exhibit "B" responses to site plan review and approval requirements as outlined in Article III, Section 22-55 of the City of Opa-Locka Code. Overall, the proposed project creates an emphasis on the booming commercial logistics industry in order to foster the existing warehouse sector within Opa-Locka while generating well -paying jobs for residents. Additionally, the City of Opa-Locka Zoning Code Section 22-99(F)(6)(c) regulating off- street parking within the Corridor Mixed Use Overlay District states that applicants may request a minimum parking stall area of 8 'h' by 18', instead of 10' by 20' for 90 degree angled parking as mandated by Article 8 of the Code. The Applicants are hereby requesting a parking stall area of 9' by 19' including a two foot overhang. Based on the above and attached, we submit that the proposed development is consistent with the City of Opa-Locka Comprehensive Plan and its Zoning Code requirements. The Applicants respectfully request your favorable consideration of the application. If you have any questions or require any additional information, please do not hesitate to call at 305-789-7782. Sincerely, HOLLAND & KNIGHT, LLP Joseph G. Goldstein Enclosures Cc: Mr. Gerald Lee Mr. Clifton Coffey Mr. Anthony Nelson Mr. Camilo Rios Mr. Jorge Rios Robert Holland, Esq. Alessandria San Roman, Esq. 3 #I56953513_v1 Exhibit "A" Legal Description LEGAL DESCRIPTION: PARCEL 1: THE NW 1/4 OF THE SE 1/4 OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST. LESS THE NORTH 35 FEET AND LESS THE SOUTH 300 FEET OF THE WEST 413 FEET THEREOF, AND LESS THE WEST 50 FEET FOR ROAD RIGHT OF WAY FOR N.W. 42ND AVENUE AND LESS THE EAST 15.00 FEET OF THE SOUTH 1/2 OF THE NW 1/4 OF THE SE 1/4 OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, AND LESS A 15 FOOT STRIP OF LAND CONVEYED TO THE CITY OF OPA LOCK A, FLORIDA, IN WARRANTY DEED RECORDED DECEMBER 18, 1991 IN OFFICIAL RECORDS BOOK 15313, PAGE 3753, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL 3: PARCEL I: A PORTION OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECT10N 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST. MIAMI-DADE COUNTY, FLORIDA; THENCE RUN NORTH 86'47'03 EAST ALONG THE SOUTH BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 29 FOR A DISTANCE OF 1132.58 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE RUN NORTH 03'01'12" WEST FOR A DISTANCE OF 1210.00 FEET TO A POINT OF INTERSECTION WITH A LINE THAT IS PARALLEL TO THE SOUTH BOUNDARY OF THE NORTHEAST 1/4 OF SAID SEC110N 29; THENCE RUN NORTH 86'47'03" EAST ALONG THE LAST DESCRIBED LINE FOR A DISTANCE OF 531.43 FEET TO THE POINT OF INTERSECTION WITH THE ARC OF A CURVE, CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 5363.84 FEET, SAID CURVE BEING THE NORTHWESTERLY RIGHT-OF-WAY BOUNDARY OF THE LE JEUNE-DOUGLAS EXPRESSWAY AND N.W. 119TH STREET EXPRESSWAY, ACCORDING TO THE RIGHT-OF-WAY MAP RECORDED IN PLAT BOOK 77, AT PAGE 96, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT BEARING NORTH 71'17'02.6" WEST FROM THE CENTER OF SAID CURVE; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13'25'31 .4" FOR A DISTANCE OF 1256.84 FEET TO THE POINT OF INTERSECTION WITH THE SOUTH BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 29, SAID POINT BEARING NORTH 84'42'34" WEST FROM THE CENTER OF THE AFORESAID CURVE; THENCE RUN SOUTH 86'47'03" WEST ALONG THE LAST DESCRIBED LINE FOR A DISTANCE OF 206.39 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THE WEST 10 FEET THEREOF. PARCEL II: NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS PROPERTY: LOT 7, IN BLOCK 1, OF "LE JEUNE INDUSTRIAL PARK", BOCK 100, AT PAGE 51, OF THE PUBLIC RECORDS OF INSTRUMENT FILED IN OFFICIAL RECORDS BOOK 11076, OFFICIAL RECORDS BOCK 14441, PAGE 1400. #156953513 vl RUNNING OVER AND ACROSS THE FOLLOWING DESCRIBED ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT MIAMI-DADE COUNTY, FLORIDA, AS SET OUT IN AT PAGE 601, AS AMENDED BY INSTRUMENT FILED IN 4 Exhibit "B" Application Questions See: Section 22-55, Opa Locka Code 1. The development permitted by the application, if granted, conforms to the Comprehensive Plan; is consistent with applicable area or neighborhood studies or plans, and would serve a public benefit warranting the granting of the application at the time it is considered The City of Opa-Locka's Comprehensive Plan, Future Land Use Plan (LUP) map provides that the Property has a land use designation of "Commercial" with a "Corridor Mixed Use Overlay." Within the commercial district, the development specifically advances Comprehensive Plan Policy LU-7.5 by developing six buildings containing over 740,000 square feet of commercial logistics space that will help improve the local economy and promote job creation and economic development in an area centrally located off of a half section line road and a major highway, State Road 924/Gratigny Parkway. Additionally, the proposed development aligns with Comprehensive Policy LU-3.2 by designing and building the building fronting NW LeJeune Road with (1) shallower buildings, which create more opportunities for smaller businesses, tenants in a variety of industries, and retail/showroom/office spaces facing NW LeJeune Road and the Douglas/LeJeune Connector, (2) concealed truck courts, which shield/screen truck loading and unloading from main thoroughfares, (3) incorporating use of more glass and storefronts, and (4) enhanced lighting features. Furthermore, the City of Opa-Locka recognizes in its Comprehensive Plan the need to "maximiz[e] economic opportunities for current and future residents through job creation, fostering existing and attracting new businesses and industries, and maintaining an ample supply of economically -generating land uses within the City's boundaries." This project will provide economic opportunities for Opa-Locka residents by creating higher paying jobs and attracting new businesses and industries. The Bureau of Labor Statistics provides that non -supervisory warehouse employees earn 25-30% higher hourly wages than non - supervisory employees in retail. The average pay for non -supervisory warehousing and storage employees is approximately $17-$19 per hour compared to $12-$15 per hour in non -supervisory retail positions. In addition, the Owner is committed to investing in workforce training capabilities and resident employment. 2. The development permitted by the application, if granted, will have a favorable or unfavorable impact on the economy of the City. The development permitted by the application will result in a favorable impact on the economy of the City. As previously stated, the proposed project is anticipated to generate approximately 1,000 construction jobs, 765 permanent jobs, and an excess of $90 million in new investment inclusive of $6 million of permits and impact fees. Additionally, the development is expected to create substantial high quality job opportunities for the residents of Opa-Locka. 5 #156953513_v1 3. The development permitted by the application, if granted, will efficiently use or not unduly burden water, sewer, solid waste disposal, recreation, education or other necessary public facilities which have been constructed or planned and budgeted for construction. The proposed development will utilize current best management practices and design standards and will not unduly burden water, sewer and solid waste disposal utilities. Since the project is primarily a commercial logistics use, there will be no meaningful impact to the recreation or education facilities in the area. 4. The development permitted by the application, if granted, will efficiently use or not unduly burden or affect public transportation facilities, including mass transit, roads, streets and highways which have been constructed or planned and budgeted for construction, and if the development is or will be accessible by public or private roads, streets or highways. The property is located on three major arterials, NW 42nd Avenue, the Gratigny Parkway and the Douglas/LeJeune Connector. The net trips are expected to be reduced by approximately 6,626 daily trips due to the change of use form retail area to warehouse. Due to this net reduction in the anticipated trips, there will be no projected increased demand on public transportation facilities, roads, streets and highways. 5. Plan Submission and Review. Any application for site plan approval shall include the following information: a. The location and size of the site, including its legal description and a current certified survey (less than six months old). The subject property consists of approximately + 43.76 acres of land located at 12691 NW LeJeune Road in Opa-Locka, Florida and identified by folio number 08-2129-000-0050 ("Parcel 1") and that certain ± 9.98 acres of land located at 12705 NW LeJeune Road in Opa-Locka, Florida and identified by folio number 08-2129-000-0064 ("Parcel 2") (collectively, the "Property" legally described in Exhibit "A" of the letter of intent). A current certified survey is included as part of this application package. b. The recorded ownership interests including liens and encumbrances and the nature of the developer's interest if the developer is not the owner. A title report is included as part of this application package. The developer is the owner and there are no liens and encumbrances listed on the Property. c. The relationship of the site to existing development in the area including streets, utilities, residential and commercial development, and physical features of the land including pertinent ecological structures within 100 feet. 6 #156953513_v1 The above aerial shows existing conditions within 100 feet of the development. The existing conditions within 100 feet generally include roadways, drainage canals and other industrial/commercial properties. d. The density or intensity of land use to be allocated, all parts of the site to be developed, together with tabulations by acreage and percentage thereof. Please see the letter of intent for a breakdown of the density and land use. The project will consist of approximately 732,993 square feet of commercial logistics space and the associated parking and loading areas. The project will have a maximum of 80% impermeable area as required by code taking into consideration the use of permeable paver areas and pervious areas. e. The location, size, and character of any common open space and the form of organization proposed to own and maintain any common open space. The Property is organized to avoid conflict between the truck traffic and pedestrian/vehicular traffic. It organizes the main entrances into the buildings together to form spaces for beautifying through landscaping and modern Moorish facades, which front the main roads. f. The use and the number of stories, height, bulk, and location of all buildings and other structures. The buildings will be commercial logistics space and range, with a maximum height of 65 feet, measured from adjacent grade at building fronts to top of parapets. This is to articulate the facades and to aide in the screening of roof top mechanical equipment. All buildings incorporate shallower buildings and more glass and storefronts to appeal to retail, showroom, and office users. The truck courts have been placed strategically in the middle of the buildings, which shield/screen truck loading and unloading from main thoroughfares. g. The requirements as set forth in this Chapter and other Chapters, including the necessary documentation for providing required improvements such as streets, water supply, storm drainage, parking, landscaping, and sewage collection as well as the provisions for all other appropriate public and private services such as police or security protection, fire protection, and refuse collection. The proposed project will not require any off -site roadway improvements. The project will require potable water main extensions and sanitary sewer main extensions as shown on plans to serve the project. The Property will have adequate access for fire protection and refuse collection vehicles. h. The substance of covenants, grants of easements, or other restrictions proposed to be imposed upon the use of the land, buildings, and structures including proposed easements or grants for public utilities. 7 #156953513_v1 The proposed development will require easements for potable water system, electric utilities, and communication utilities. These easements will require an easement recorded by instrument based on the as-builts for each utility. The project will be provided water by City of Opa-Locka, sanitary sewer collection by the Miami -Dade Water and Sewer Department and electrical service by FPL. All easements for each utility will be based on their standard utility easement instruments. i. In the case of plans which call for development over a period of years, a phasing schedule showing the approximate times within which applications for building permits are intended to be filed. The project schedule anticipates construction of the six proposed buildings in a single phase with development commencing as follows: Item No. Action Date 1 Site Plan Approval 9/19/2022 2 Plat Approval 8/1/2022 3 Building 1 Permit Issuance 12-19-2022 4 Building 2 Permit Issuance 12-19-2022 5 Building 3 Permit Issuance 12-19-2022 6 Building 4 Permit Issuance 12-19-2022 7 Building 5 Permit Issuance 12-19-2022 8 Building 6 Permit Issuance 12-19-2022 9 Completion of Construction *pending building permit issuance and subject to market conditions. Projected phasing and construction is an estimate based on experience. Ultimate phasing is subject to market and availability of resources. J. Any additional data, plans, specifications which the applicant believes is pertinent and will assist in clarifying his application. Please see complete application for all development plans and specifications. k. A demonstration that the proposed development does not degrade adopted levels of service in the City. 8 #156953513_vl The City requires that the project not degrade the adopted level of services for potable water, sanitary sewer, solid waste, drainage, and traffic. The following items have been requested and will be provided to the City. • Potable Water — There is a net increase of 14,124 gallons per day (GPD) for the proposed development compared to the existing development, which consists an enclosed building area of 5,360 square feet of retail space. A letter of availability has been requested from the City of Opa-Locka to confirm the additional water demand availability. • Fire Flow — While not a concurrency requirement, fire flow tests have been requested to confirm that the existing Opa-Locka water main can provide the minimum required 3,000 gallons permit for an industrial site. The fire flow test will be provided upon receipt. • Sanitary Sewer — There is a net increase of 14,124 gallons per day (GPD) for the proposed development compared to the existing development, which consists an enclosed building area of 5,360 square feet of retail space. A letter of availability has been requested from the City of Opa-Locka to confirm the additional sewer demand availability. • Solid Waste — A letter of availability from Miami Dade County has been requested and will be provided upon receipt. • Drainage - The stormwater management system for the project will consist of a network of exfiltration trench and retention areas to provide water quality treatment and water quantity attenuation in accordance with the storm water management standards for Miami -Dade County for both flood protection and water quality treatment. • Traffic Circulation — The main access and egress points to the site will be from NW 42nd Avenue and the site will have internal circulation to all the buildings throughout the property. 1. Architectural elevations for buildings in the development; exact number of dwelling units, sizes and types and total number of bedrooms, if residential. For nonresidential development, the Floor Area Ratio and Gross Square Footage shall be required. Elevations were designed as a contemporary interpretation of traditional Moorish architecture. The layering and screening which is typical of Moorish architecture is present while maintaining the use of the colors approved by the City of Opa-Locka and in line with the City's Comprehensive Plan. Additionally, the buildings will also include a pattern formed on the concrete which is similar to the geometric patterns typically seen on Moorish architecture. By maintaining the aesthetic of Moorish architecture typically seen in Opa-Locka and combining it with a modem 9 #156953513_v1 approach common of the Miami area, the City's fabric is respectfully considered in the building elevations. m. Plans for signs, if any. The Applicants will work with the City on its signage plan. Any signage used will generally comply with the City's Code. Visibility from the surrounding streets and highways will be of primary importance. n. Traffic Study stating current average daily and peak hour traffic volume counts, a description of existing traffic conditions, programmed and planned roadway improvements, and future traffic conditions. All roadway improvements and associated costs shall be provided. The property is located on three major arterials, NW 42nd Avenue, the Gratigny Parkway and the Douglas/LeJeune Connector. The proposed warehouse will generate approximately 1,196 daily trips compared to the existing retail area that is estimate to generate approximately 7,822 daily trips (to be confirmed with a driveway count). Due to this net reduction in the anticipated trips, there will be no projected increased demand on public transportation facilities, roads, streets and highways. o. Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and maintenance. Certification of Compliance with City Landscape and Miami -Dade County Chapter 18A requirements. A landscaping plan is provided that includes a variety of types of native, flowering, and decorative tree species and shrubbery that comply and meet the landscaping requirements of the City and Miami -Dade County Chapter 18A. IL q. Color renderings and elevations. Elevations for the proposed buildings are provided. They show a modern -Moorish approach to warehouse design, while maintaining a pedestrian scale through the articulation of the entrances and providing ample glazing and glass to soften the predominantly concrete facades. Photometrics The site lighting has been designed to comply with Miami -Dade Code, Chapter 8C- 3 and all other local codes and ordinances. The site lighting has been designed using LED pole mounted fixtures and wall packs with full cut-off. r. Flood criteria data and finished floor elevations 10 #156953513_vl The proposed buildings will have a minimum finished floor elevation of 11.2 feet NGVD. The minimum finish floor shall be set above the highest of the following three criteria. One foot above the FEMA flood elevation base flood elevation of 8 feet NGVD = elevation 9 feet NGVD, Highest adjacent road crown plus 6 inches = 8 feet NGVD County Flood Criteria = 6 feet NGVD s. Additional data, maps, plans, surveys, or statements as may be required for the particular use or activity involved. Plans and survey are being provided under separate cover. 11 #156953513_v1 Page 1 of 5 " THE GREAT CITY " aPaginotita Received: By: Date: PLANNING & ZONING BOARD MEETING SCHEDULE AND REQUIREMENTS FY 2019-2020 TOTAL FEES: $ New Fees as of October 1, 2015 FY 2018-2019 Meeting Dates Date Application Found Sufficient 1st Tuesday of Each Month) October 1, 2019 November 5, 2019 December 3, 2019 January 7, 2020 February 4, 2020 March 3, 2020 April 7, 2020 May 5, 2020 June 2, 2020 July 7, 2020 August 4, 2020 September 8, 2020 August 16, 2019 September 20, 2019 October 18, 2019 November 22, 2019 December 20, 2019 January 17, 2020 February 21, 2020 March 20, 2020 April 18, 2020 May 22, 2020 June 19, 2020 July 24, 2020 1. All individuals seeking to appear before the Planning & Zoning Board must submit a complete Planning & Zoning Board application, with the required documents and fees totaling (as established by ordinance), paid by check or money order to the City of Opa-locks. Failure to submit all documents and fees will result in your case not being scheduled to be heard at a meeting. 2. If the applicant seeking to appear before the Planning & Zoning Board is not the property owner he must provide an affidavit of authorization from the property owner. 3. All regular meetings are held on the first Tuesday of each month at the City of Opa-locka City Commission Chambers, Meeting Time 7:00 P.M. (rime and location are subject to change. please check with the Planning and Comnnmit' Development Department for exact time and location of the meetings). 4. Application package must include all required documents per checklist and fees of The City of Opa-locka. The application will be reviewed by the Department and will be scheduled for the next P&Z meeting upon finding of sufficiency. 5. You are required to complete and rearm this application along with all the information and documentation (see page 2 check list) requested to the: City of Opa-locks Planning & Community Development Department 780 Fishermen Street 4i11 floor Opa-locka, FL 33054 Telephone: 305-953-2868, Ext. 1503 Facsimile: 305-953-3060 Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 Page 2 of 5 APPLICATION NUMBER: " THE GREAT CITY " O,( f/ tWorida PLANNING & ZONING BOARD APPLICATION Received: By: Date: CHECK NUMBER: DATE RECEIVED: PROPERTY OWNER'S NAME: GPT NW 42nd Avenue Owner II LLC & GPT NW 42nd Avenue Owner III LLC PROPERTY OWNER'S ADDRESS: 90 Park Avenue 32 Floor NY NY 10016 Number/Street City State/Zip Code APPLICANT'S NAME: Same as Property Owner APPLICANT'S ADDRESS: Same as Property Owner Number/Street City State/Zip Code PHONE NUMBER: OFFICE (212) 297-1007 HOME OTHER SUBJECT PROPERTY ADDRESS: 12691 NW LeJeune Road and 12705 NW LeJeune Road Number/Street TAX FOLIO NUMBER: 08-2129-000-0050 & 08-2129-000-0064 LEGAL DESCRIPTION: See attached Exhibit "A" PRESENT ZONING: B-3 Please check specific request: Tentative Plat Final Plat _Comprehensive Plan Amendment: _Small Scale; _Large Scale (please specifj'type of amendment below) _ Rezoning _Drainage Plan _Fill Permit Request _Preliminary Site Plan Review X Final Site Plan Review Conditional Use Pernlit — No Plans Conditional Use Permit — With Plans _Special Exception — No Plans _Special Exception — With Plans _Development Agreement Restrictive Covenant Other — Please specify: Add any additional information that may be of importance to this request: Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 say that I an pu Signature Page 3 of 5 PLANNING & ZONING BOARD APPLICATION (Checklist) Received: By: Date: Applications will not be accepted without the following data. For a public hearing, all items below are necessary and must be submitted. X Completed application form Application fee payable to the City of Opa-locka by check or money order X Copy of property owner's and/or applicant's driver license/photo I.D. X Affidavit (see below), and power of attorney of the property owner (page 3) (Both must be Notarized) A completed Neighborhood Petition form (attached) with the signature of each property owner in front, in the rear, to the left and to the right of the subject property, indicating his or her support for the proposed project. (Must include name, address, folio and phone number). X All preliminary and final site plans, along with property survey, must be submitted on CD -Rom disc in Cad and PDF format. X Fifteen (15) certified boundary and topographic surveys of the property (size 36 x 24 inches). (The submitted property survey must not exceed a maximum of hvo (2) years from date created in order to be considered acceptable by the City of Opa-locka) X Fifteen (15) copies of Site Development Plan showing all drainage, water, sewer, stntctuures, landscaping and parking in accordance with the City's zoning ordinance; (size 36 x 24 & at least 7 Sealed Copies X Map showing parcel to be considered and all properties' legal descriptions thereof, within 375' radius of said parcel. Map to be I" = 100" scale. Owner's name, address, folio number and legal description on each parcel (Original and 2 copies size of document to accommodate scale) X Narrative concept must be submitted with application AFFIDAVIT I, GPT NW 42nd Avenue Owner II LLC and GPT NW 42nd Avenue Owner III LLC, being first duly sworn, depose and OWNER of the property ,and I understand that this application must be complete and accurate before a e advertised. Date Sworn to and subscribed before me: This 2212-°-1'day of —16247669.. Notary Public Attach copy of identification MAt�C/I� My commission expires BANICA DEFRANK NOTARY PUBLIC, STATE OF NEW YORK Regist,•ation No. 01DE6283659 Qualified in Queens County Commission Expires June 03, 2025 Reference to Ordinance 15-13 Land Development Regulations? Zoning Code: Ordinance 15-31 00/0340.26-. Page 4 of 5 PLANNING & ZONING BOARD APPLICATION POWER OF ATTORNEY Received: By: Date: This form is to be attached to all applications, and to be returned with the application. No application will be honored or persons heard by the Planning & Zoning Board unless a notarized copy of this Power of Attorney is submitted. To: From: City of Opa-locka GPT NW 42nd Avenue Owner II LLC & GPT NW 42nd Avenue Owner III LLC Subject: Power of Attorney (authorization for a person, other than the property owner, to speak in the property owner's behalf). 1 GPT NW 42nd Avenue Owner II LLC & GPT NW 42ns Avenue Owner I11 LLC, being first duly sworn, depose and say that 1 am the owner of the property legally described as: See Exhibit "A" 1 do give to Holland & Knight LLP (Joseph G. Goldstein, et al.) the power of Attorney and authority to speak on my behalf and process the enclosed application for site plan approval in reference to the above described property. Further, by affixing my notarized signature to this document, I also authorize Holland & Knight LLP (Joseph G. Goldstein, et al.) to negotiate and c it to the City Commission and City Administration in my behalf. I will abide by all final detern} tigQls f the ity Commission and City Administration. Signature 2 Z Z.2 - Date Sworn to and subscribed before me:-' / This 2 24 day of Ward, 20 a - 009/./e —t- (Ps/tOI Notary Public Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 My commission expires: 0(0/0 9-0 d-3 BANICA DEFRANK NOTARY PUBLIC, STATE OF NEW YORK Registration No. 01DE6283659 Qualified in Queens County Commission Expires June 03, 2025 Page 5 of 5 Attach copy of identification PLANNING & ZONING BOARD NEIGHBORHOOD PETITION Received: By: Date: RE: PROPERTY ADDRESS: 12691 NW LeJeune Road and 12705 NW LeJeune Road LEGAL DESCRIPTION: See Exhibit "A" I SUPPORT THIS DEVELOPMENT REQUEST 1 DO NOT SUPPORT THIS DEVELOPMENT REQUEST PROPERTY OWNER'S NAME: PHONE: ADDRESS (If different): Reference to Ordinance 15-13 Land Development Regulations/ Zoning Code: Ordinance 15-31 Exhibit "A" Legal Description LEGAL DESCRIPTION: PARCEL 1: THE NW 1/4 OF THE SE 1/4 OF SECTION 29. TOWNSHIP 52 SOUTH. RANGE 41 EAST, LESS THE NORTH 35 FEET AND LESS THE SOUTH 300 FEET OF THE WEST 413 FEET THEREOF. AND LESS THE WEST 50 FEET FOR ROAD RIGHT OF WAY FOR N.W. 42ND AVENUE AND LESS THE EAST 15.00 FEET OF THE SOUTH 1/2 OF THE NW 1/4 OF THE SE 1/4 OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA. AND LESS A 15 FOOT STRIP OF LAND CONVEYED TO THE CITY OF OPA LOCKA, FLORIDA, IN WARRANTY DEED RECORDED DECEMBER 18, 1991 IN OFFICIAL RECORDS BOOK 15313. PAGE 3753, CF THE PUBUC RECORDS OF MIAMI-DADE COUNTY. FLORIDA. PARCEL 3: PARCEL I: A PORTION OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA, BEING PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE CENTER OF SECTION 29. TOWNSHIP 52 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY. FLORIDA; THENCE RUN NORTH 86'47'03 EAST ALONG THE SOUTH BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 29 FOR A DISTANCE OF 1132.58 FEET TO 1HE POINT OF BEGINNING OF THE PARCEL OF LAND HEREINAFTER TO BE DESCRIBED; THENCE RUN NORTH 03'01'12" WEST FOR A DISTANCE OF 1210.00 FEET TO A POINT OF INTERSECTION WITH A UNE THAT I5 PARALLEL TO THE SOUTH BOUNDARY CF THE NORTHEAST 1/4 OF SAID SECTION 29; THENCE RUN NORTH 86'47'03" EAST ALONG THE LAST DESCRIBED LINE FOR A DISTANCE OF 531.43 FEET TO THE POINT OF INTERSECTION WITH THE ARC OF A CURVE, CONCAVE TO THE SOUTHEAST. HAVING A RADIUS OF 5363.84 FEET, SAID CURVE BEING THE NORTHWESTERLY RIGHT-OF-WAY BOUNDARY OF THE LE JEUNE-DOUGLAS EXPRESSWAY AND N.W. 1191H STREET EXPRESSWAY. ACCORDING TO THE RIGHT-OF-WAY MAP RECORDED IN PLAT BOOK 77, AT PAGE 96, CF THE PUBUC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, SAID POINT BEARING NORTH 71'17'02.6" WEST FROM THE CENTER OF SAID CURVE; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 13'25'31 .4" FOR A DISTANCE OF 1256.84 FEET TO THE POINT OF INTERSECTION 1MTI1 THE SOUTH BOUNDARY OF' THE NORTHEAST 1/4 OF SAID SECTION 29, SAID POINT BEARING NORTH 84'42'34" WEST FROM THE CENTER OF THE AFORESAID CURVE; THENCE RUN SOUTH 86'47'03" WEST ALONG THE LAST DESCRIBED UNE FOR A DISTANCE OF 206.39 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THE WEST 10 FEET THEREOF. PARCEL 11 : NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS RUNNING OVER AND ACROSS THE FOLLOWING DESCRIBED PROPER TY: LOT 7, IN BLOCK 1, OF "LE JEUNE INDUSTRIAL PARK". BOCK 100, AT PAGE 51, OF THE PUBLIC RECORDS CF INSTRUMENT FILED IN OFFICIAL RECORDS BOOK 11076. OFFICIAL RECORDS BOCK 14441, PAGE 1400. ACCORDING TO THE PLAT THEREOF. RECORDED IN PLAT MIAMI-DADE COUNTY. FLORIDA. AS SET OUT IN AT PAGE 601. AS AMENDED BY INSTRUMENT FILED IN LOCATIO N: 12691 and 12705 NW Le Jeune Road, Opa-Locka FL 33054 FOLIO: 08-2129-000-0050 and -0064 7729 NW 146th Street Miami Lakes FL 33016 Ph: (305)828-1210 www. thezo ningspecialistsgro up.com / C OMMENCEMENT CENTERnOx OF YC -Wh9 9E 11 NMN Yonz tut t$ BD GE lei r fl t PA >W . PALE 51K• LOT 6 ti / '^. ,. LKP AMIOJ 45 02 C7, -c v \\\ \ROOD ZO.L' 2 V \ \\\\-s 4000 211E AH-8 '1 l I l PMNIfF3. 3-PAROE L01 ] - 5147 4- auXY4 N\ h '7,70 \ 6:. .y w ! \s / / H*. g� •01 28 CARAL ItoTaZi- L01 6 LOT 3 .505" OT 5 r 101 2 �y5�,_ MATCH UNE ar ts a,1a4CA- , VICINITY MA P 01 10 500.E 0) 1 05 STE CONTAINS A TOT AL 0 1 .873.92. SPARE FEET (43.019 . ACRES) MORE OR LESS , 2) ELEV ATIO NS 50 BASI°E ON 7 .84 CECOE5CA VERTICAL DATUM Cr 1929. MIND-DADE COUNT Y fi00; ELEVATION: 1.48 FEET. 3) FLOOD ZONE: BASE 1LOD0 ELEVATION 1 FEET R 2 FEET; AE. BASE FLOOD ELE VATIO N: FEE 4. • FLOOD FLO ELEVATION. NONE, PANEL 812036C0119L; COI MUMTY 8120657. MAP DATE. 9/11/09 . FLOOD ZONE I RNES ARE DEPICTED APPROXIMATELY 4) THIS SITE LIES IN SECTION 29. TOWNSHIP 52 SOUTH, RANGE 41 EAST, M1ANI-DADE COUNTY, ELOR1DA 5) BE ARINGS A RE BASED ON NORM A 0ERICA N D ADA, OF 1983 20TH THE 1%0 A3.ASTME NT R -E ZONE MIR THE SOUT H LINE0 THE NE 1/4 0 SEC11ON 29-52-41 BEING 50 7.9 '49 '4/ 6) REA507105 0 FOR. ROTTEEMERNER WE50N 1"7 0 REGARDING RE71O 9BD AND F00 MI°CSAo10Nl0RUA1BEFORE U NDERGROUND EXCANAl1ON OR CONSTRUCTIO N CONTACT 12.E APPROPRIATE UTILITY COMPA NIES FOR FIELD v 000 7ION. 1) VERICAL ACC UHACY 0°ELEVAl1`C UR ACY OF NELL DEFI NED n0N5 0 WELL 00 050000 MPMVEME5N'15 O ENTS °1 H"THIS 15 SURSURVEY 10.0-7. 0 7. DIE 8 PARKING IS DEPICTED APPROXIMATELY . P ANT WAS VERY 000 a 9) PARCEL 1 Or T HIS 5740!7 DUOS PREP ARED NTH BENEFIT OF A COAM7MEN1 FOR 1111E INSURANCE . °BOE R NUMBER O 1045258, PREPARED 8Y dICAOO TITLE INSURANCE COMPANY . DATED MAY 31 , 2018 AT 11:00 P HE FLOONG !TENS ARE EXCEPTI ONS IN SCHEDULE B 5EC1 DN II OF SAID COMMIT MENT ' 4110125 1, 2, 3 R A STANDARD 0X0071055. N OT ADDRE55E0. ITEM FLORIDA 5: POTTER N LIGHT COMPANY EASEMENT IN O.R. B 1292 1. PAGE 855 APPLIES TO THIS SITE AS DEPICTED HEREON IPM 6'.TLOR OA POWER N LIGHT COMPANY EASEMENT IN O.R.B. 14426 , PAGE 2196 APPLIES 10 THIS SITE AS DEPICTED HEREON ITEM 7. OF EASEMENF N ORB . 16401, PAGE 2212 APPLIES TO INS STE AS DEPICTED HEREON a u.. 9 1080,. PONCR N 1 .1011W.N H1 CPY E ASE MENT IN O.R.B. 1%, PAGE 1509 APPLIES O 0115 E AS (DEPICTED HEREO N N ITEM 9' A DDRESSED HE., 10: MINERAL RESERVATIONS N DEED NO 1770 IN DEED BOOK 2457, PAGE 35 CA NAL AND EASEMENT RESERVATIONS RELEASED IN DEED BO OK +224. PAGE 299. A ND RELEASE IN ORB . 628.„PAGE 101. 5 APECIED 5NON-USE COMMIT MENT N 0.14.8 . I PL 5. PAGE 1566 APES 0 TH IS SITE CANNOT BE PLOTTED. ITEM 11. GRANT 0 A9 001 PL0N GAIKN EASE MENT IN 0.0 .31. 3498. P ACE 209 APPLIES TO THIS STE Sp CANNOT BE P LOTTED. N EAP 12: EASEMENT FOR D AS S TE AS SEWA GEDEPICTED !AMT./HEREOAND CANAL MAINTENANCE BEM 13: N 0 R.B. 6161. P ACE 310 A PPLIES 7 COVENAN T RUNNING Min THE LAND N U.R.B. 1217 2. PAGE 3044 LIES ADJACENT TO THIS STE AS DEPICTE0 HEREON. ITEM 14: TAEMORANDU LT O PROFIT SHA RING AGREE ME NT in ORB 1.8]6. PAGE ]07 APPLIES TO 015 SITE 8111 CANNOT BE PLOTTED B EM 15 MEM ORANDUM OF PRO FIT 9 0.146 10 AGREEMENT in O.R .B. 1+816. P AGE 711 APPLIES 10 THIS 9 TE BUT CANNO T BE PLOTTED. ITEM 16 . SURVEY M ATTERS DEPICTED HEREO N 10) PARCEL 3 OF THIS 5ER 55, PREPA RED 4/25 PREPARED WITH BENEFIT OF A COMI NNIENT FOR TILE NBA NCE, ORDER 111,000 PM. THE F0LOM1NG M EXCEPTION5 5 SCHEDULECE CO MPA NY, SECTIO N N 0 2TED .6117 520 COM MIT MENT. AT !EM S 1, 2, 3, 4 6 5 STAN DARD EXCEPTIONS, NOT ADDRESSED. O EM 6: GRA NT OF AN G21AON EASEM En115 O.R.B. 3.98. PAGE 209 MINAS TO THIS 910 BUT CANNOT BE OEM 1'700070 % EN ANAPPCCE DGREEM E01 AND THIS AS °EP11T47 HW AY TN EREON. TIGHT -OF - WAY MA P N PLAT BOO BEM 0, RESERVATIONS N OECD BOOK 176. PACE 339 APPLIES TO NIS SITE BUT C ANNOT BE PLOTTED. 'TEN 9: COVENANTS, CONDITIONS. AND RESTRICTIONS N EASEMENT oat, N OR S 10288, PAGE 2284 APPLIES TO NIS S TE A5 DEPICTED H EREON AIEM TENTS ANO CONDITION S 1°AMEN DED 8T I AM [ N O. ENDNEN1 T0 NON-E01 51E PRIVATE EASEM ENT RB. 1 4441,116 . P 6 ACE 1400 APPL05 TO 715 SITE A5 DEPICTED HEREON ITEM 11: PRIVATE EASEMEN T AGREEM ENT IN 0.11.8. 14895. PAGE 2028 A PP0 ES 10 THIS STE AS DEPICTED HEREON. T1) ALL RECORDED DOCUM ENTS ARE PER DADE COUN TY RECORDS. L BORINO =F ORM O ASPHALT PAW/ENT AI ELEVATION OVERH AD MRES uNDEREdwNO STOR M UNCERCR °UND SANITARY SE WER LINE LIMITED ACCESS LINE UNDERGROUND C AS LNE - •- U NDERGR OUND ELECTRIC LI NE Y - UNKM OMN UNDERGROUND INES 500100LNE 0.0 .0 NINOIA RECORDS B OOK 19 TRAVERSE POINT (FON fIELO INFORMATION ONLY) • RADIUS CA GEN IRA A NGLE • ARC LENGT H T PL FL ORIDA P OWER LIGHT CONR ANY LBLICENSED BUSINESS 43 GUMBO LIMBO UNIDEND BED TREE 4AHOGAN Y BLACK RIVE CABB AGE PALM 35 RO YAL PAL M "J'C OCONUT PAM * U NIDENTIFIED PA LO (0) 110OtMATION PER DEED Fo ol FLORIDA DEPART MENT OF TRANSPORTATION CO m 111LE COM MITMENT IDENTIFICATION LEGALD N: ESC AIPTIO E NW 1/4 07 THE 5E 1/4 OF SEDDON 29, 1 0075 7 52 507tH, RANGE AI EAST, LESS THE NORM 35 FEET AND LESS THE SO UTH 300 TEE; 0 T HE NEST 413 FEET THEREOF, ARO LESS THE NEST 50 FEET !OR ROAD RId1 OF WAY FOR NN W 42ND AVE NUE AND LESS THE EAST 15 .00 FEET OF THE SOUTH 1/2 OF ME NW 1/4 OF ME 5E I/O OF SECTION 29, 10W510P 52 S OUTH, RANGE .1 EAST, LRAM-D ADE COUNTY. FLORIDA. A ND LESS A 5 FOOT STRIP OF LAND CONNIE') TO ME CITY OF OPAL LOKA, FLORIDA, IN wARRA11Y DEED RECORDED DECEMBER TB 1 OFFICIAL RECORDS BOOK 15313, PAGE 3252, OF HE NURL1C REC ORDS OF 02 20 11-4ADC COUNTY, FLORIDA 1 PARRL PARCEL L A PORTION OF T HE SOUT H 1/2 Cf THE NORTHE AST 1/. O 5EC11 0V 2B. TOWNSHIP 52 SOUTH, RANGE .1 EAST. MAMA-D ADE C 0JN1 7, !LORNA . BEING P ARTICULARLY DE5CR570 AS 901036. CO MINNICT AT THE CI NPR 0, 5101101 7S, TO WNSHIP 52 SOUT H, RANGE 41 EA5H 1.110,61-00001.110,61-0000 COUNTY, FLORIDA , ALONG THE 50 u1H BOIRIDMi7 0 E NORTHEAST 1/4 OF YID SECTION .. TO THE PONT 0 BEGINNI NG OF I NF PARCEL OF LAND NO RTH 03 7,12' WEST FOR A DISTANCE OF 10.00 FEET 0 A ROTH,O 1E SOUTH BOUNDARY OF R[ NORTHEAST OF SAD 5 1 ..3 AS, AI .ONL ,I AS, 2.'CR OW LNE FOR A DISTANCE l OF 531 43 A RAD', • WAY BOUNDARY OF THE LE JEUNE 10 THE RIGHT- OF - MAY DIP U N,. 01 SA,D C' RA I, U'NCE RUN SOUIH NESIIERLY CENTRAL ANGLE 1 32531 00THOR A DIST ANCE OF 2568. SOU 8OU 0 OF NO T HE REAST 1/. SAN SECTION 29. OM THE cE5100 01 THE AFORESAID CURVE„ T HENCE RUN SOUTH [ FOR A INSTANCE OF 2%.39 FEET 0 E PONT of 13▪ 00 5511.11. Li SS SI 10 FEET T HEREOF PARCEL n: „WO N EgCLUSOE EASEMENT FOR INGRESS AN0 EGRESS RU NNI NGIDLER A ND ACROSS B.F O.L0MN0 DESCRIBED P ROPET Y LOT 7. IN BLO0L I. 0 "LE .EUNE NDU5IRIAL PARK. ACCORDING TO T HE PLAT T HEREOF. RECORDED IN PLAT BOC K 100 AT P AGE 51 , OF THE PUBLIC RECORDS OF MI AM-OADC COUNTY, FLORIDA, AS SET OUT IN INSTRUMENT FILED 15 OFIOAL REGIME'S BOOK 11075, AT PACE 601, AS AME NDED BY INSTRU MENT OLEO N O NAL ORECORDS BOCK GE 1. 00 COPYRIGHT 2020 BY PULICE LAND SURVEYORS, INC. :T RIG HTS RESERVED 0 PART OF THIS SURVE Y M BE RE PRODUCED, IN AN Y FOR M OR BY AN Y GRAPHIC SCALE MEAN S Raman PERMISSIO N IN WRITING FROM AN OF FICER C. POLIO LAN° SUR VEYORS. INC .. CE RDFICATWN: John F by J ohn F Pulice iD FOUNDRY COMMERCIAL' THIS .P0 MINIgE' M�'�. e.1�p ML�DRat�e:202�90.A0y6 ..17 NLE SURVEYSIS TO . JOINTLY IFY 1ESTHE TAABUSHE° Ttu05 TE YM o 95 .12201 A NMM[sM IV2, .. 7(P). 8 11 0 TABLE A THEREOF NOT VALID TH OUT E SIGNATURE AND THE ORIGINAL RAISED SEAL OR CITM. NARE YW2ND AL OF A ELMO, * LICENSED SIGNATUREA OSNN SURV EY OR A ND MAPPER . Digitally signed M0BT9 0F2 NIS OCLUMENT NI NMN E. Nu coup.. O0 , SHEETS I AND 7 0(117 BUR NS , PROFESSI ONAL 5UR91 02 AN0 140700R L%. SU RVEYO R AN D MAPPER 5091 T CEOR R. OLLBERT, 7ROFE59O NAL SURVEYOR ANTI MAPPER ,%27 . S.11 OF ELCOODA fo* LOCKAM 12)06 RN 48 HIALEAH FLEA MARKET 17661 11 AVENUE MALOM [OATH. HEN EI O. CO BO UNDARY A ND TOPOGR APHIC S UR VEY 1 ALT A/ NSPS L AND TITLE SURVEY / 1 O PULICE LAND SURVEY ORS, INC . 5381 NOB HILL ROAD SUN RISE. FLORID A 33351 DRAWN BY. L.S . ,,,,,C HECKEO BY . 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'4 T. 47�' ., MIL 3.3.471 \\\\ \\\ \\\\ \\ \\\\\\\\ \\\\ \\\\\\\ \\\ \\\\\\\\\\\\\\ \\\\\ \\\\ \\ \\ 314 �V 3 «,� \\ \\\" — \\ \\„\ �i �9 swP�aara,� _ ..- \\\\\ \\\ \\\\\ \\\\\\\\\\\\ \ \9 \\\ \\ \\\\\\\\\\\\\\ \\ \\\ gyp„ 3A\\'\. \\ \ Lid 4 j'v\ � \\\� \\ \ \\ \\\\ \\\ \\\\\\\\ �- ' �ra . 80 3a, ter. a so r. es -ti. _"..Y�:2"��\ \�, •—�. .. f'�I r'"1'�^ .36.1.`08 t \\\\ \\\ \\\\\\\ \\\\ \\\\\\\\\ \\\ \\\\ -:� 7 1' r �_ +_ _ A 121` "' a� saala 1• c a A` --17"--1_ f .0 .0 0 Chicago Title Insurance Company TITLE INFORMATION BRINGDOWN File No.: 9829483 Customer Reference: 164183.1 March 18, 2022 Holland & Knight LLP 701 Brickell Avenue, Suite 3300 Miami, FL 33131 Re: Miami -Dade County, Florida Buyer: Purchaser with contractual rights under a purchase agreement with the vested owner identified at item 4 below Seller: GPT NW 42nd Avenue Owner II LLC, a Delaware limited liability company Pursuant to your request, the Company has caused a search to be made of the Public Records of Miami -Dade County, Florida, solely as revealed by its title plant indices, from October 04, 2021, at 11:00 PM through February 24, 2022, at 11:00 PM and said search reveals that the following documents have been recorded during said period: NOTHING NEW FOUND OF RECORD. CAUTION: A determination of the validity and effect of any instrument listed above must be made before any commitment, policy, or endorsement is issued in reliance thereon. Yolanda E. Rodriguez By: Authorized Officer or Agent Bringdown Page 1 of 1 IRONWOOD COMMERCE CENTER - PH ASE 2 00117 4.0 INDEX OF SHEETS 091.0400 9 12691 NW LE JEUNE RD & 12705 NW LE JEUNE RD OPA-LOCK A, MI AMI-D ADE COUNTY, FLORID A SECTION 29, TOWNSHIP 52 SOUTH, RANGE 41 EAST FOLIOS: 08-2129-000-0050 & 08-2129-000-0064 ./// COVER SHEET ▪ 1241 40 E4 ASPECIFIC...9 PARTIAL 911E RA N P ART. WE PUN 4.24 4L1R 1. 271. 4N PMTVL MT l1IYPUN LEGAL °Ga m IIOtk LO CATION SKETCH SCA LE i" - 300' A PO RTO N OF THE SW 1/4 OF SECTION 29, 10805918 52 SOUTH, RAN GE 41 EAST. BEIN G MORE PARTICULARLY DESCRIBED AS FOLLOWS: Oats Casa cIro n Na PROCE5 90R 41 0<11<1ER 011. 1 No 72424 LANGAN n E ng��e=. a En, a�m ealal Sar .�c e:.nmc 11 0 E019iw .a 8wa .e. 54 .1600 4114.* FL =01 1:954329 2100 F: 994 .681 3101 4.4449stern PARCEL 1 aI c 40 04.4uw4411w4 . 0740.4• 040 700. THE NW 1/4 OF THE SE 1/4 OF SECTION 29, TOW NSHIP 52 SOUTH. RANGE 41 EAST, LESS THE NORTH 35 FEET AND LESS T HE SOUTH 300 FEET OF T HE WEST 413 FEET THEREOF, AND LESS THE WEST 50 FEET FOR ROAD RIGHT OF WA Y FOR N.W . 42ND AVENUE AND LESS THE EAST 15. 00 FEET OF THE SOUTH 1/2 OF THE NW 1/4 OF THE SE 1/4 OF SECTION 29. TOW NSHIP 52 SOUTH, RANGE 41 EAST, M IAM I-DADE COUNTY. FLORIDA. A ND LESS A 15 FO OT STRIP OF LAND CONVEYED TO THE CIT Y OF OPA LOCIA, FLORIDA , IN WAR RANTY DEED RECORDED DECE MBER 18 . 1991 IN OFFICIAL RECORDS 8004 15313. PAGE 3753. OF TH E PUBLIC RECORDS OF MIAMI-DADE COUNTY. FLORIDA. E PARCEL 3. PARCEL I' A PORTION OF THE SOUTH 1/2 OF THE NORTH EAST 1/4 OF SECTION 29. TOW NSHIP 52 SOUTH. RANGE 41 EAST. 4414441-D4DE CO UNTY, FLORIDA. BEI NG P ARTICUL ARL Y DESCRIBED A5 FOLLOWS' . COMM ENCE AT THE CENTER or SECTION 29. TOW NSHIP 52 SOUTH. RANGE 41 EAST. MIAMI-DADE COUNTY. FLORIDA ; THENCE RUN NORTH 86 '47 '03 E AST AL ONG T HE SOUTH BOU ND AR Y OF THE NORTHEAST 1/4 OF SAID SECTION 29 FOR A DISTA NCE OF 1132.58 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND. HEREI NAFTER TO BE DESCRIBED: T HENCE RUN NORT H 03 '11'12' W EST FOR A DISTANCE OF 1210.00 FEET TO A POINT 00 INTERSECTION WITH A LINE THAT IS PARALLEL TO TH E SOUTH BOUNDARY OF 111E NORTHEAST 1/4 OF S AID SECTION 29; THE NCE RUN NORTH 86747'03` EAST ALONG THE LAST DESCRIBED LINE FOR 4 DISTANCE OF 531.43 FEET TO TH E POINT OF INTERSECTION W1TH THE ARC OF A CURVE. CONCAVE TO T HE SOUTHEAST. HAVING 4 RADIUS OF 5363. 84 FEET. SAID CURVE BEING THE NORTHWESTERLY RIGHT-OF-WAY BOUNDARY OF THE LE .JEUNE-DOUGLAS EXPRESSWAY AND N.w. 119TH STREET EXPRESSWAY. ACCORDING TO THE RIGHT-OF-WAY MAP RECORDED IN PLAT BOOK 77. AT PAGE 96. OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SA ID POINT BE ARI NG NORTH 71'17 '02 .6 'WE5Y FROM THE CENTER OF SAID CURVE; THENCE RUN SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL AN GLE OF 13' 25'31 4• FOR A DISTANCE OF 1256.84 FEET TO THE POINT OF INTERSECTION WITH THE SOUTH BOUNDARY OF THE NORTHEAST 1/4 OF SAID SECTION 29. SA1D30INT BEARING NO RTH 84'42'34'WEST FROM THE CENTER OF THE AF ORESAID CURVE; THENCE RUN SOUTH 86 '4703' W EST ALONG THE LAST DESCRIBED LINE FOR A DISTANCE OF 206. 39 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT THE W EST 10 FEET THEREOF. PARCEL 11. NON-EXECLUSIVE EASEMENT FOR INGRESS AND EGRESS RUNNING OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTY. LOT 1, 00 'LE JEUNE INOUSiR14 1 PARK'. ACCORDING TO THE 8LAT THE8EOF, RECO9000 IN PLAT BOOK 100, 4440 51, 00 THE PUBLIC RECORDS OF MIAM1-DA0E COUNTY, FLORIDA, AS SE1 (11. 818010%7R UMENT 1I1ED IN OFFICIAL RECORDS BOON 110]6. AT PAGE 601. AS AMENDED By INSTRUM ENT FILED IN OFFICIAL RECORDS 8001( 14441, PAGE 1400. ICC - PHASE 2 LOO, C OUNTY FLOImA COVER SHEET Pro*CI 4. 99009904 001e 909/90• Drawn By ON Ow.. By ROC Drawing N C-100 0441 0 o 8 ur9400204 4027Uw e. •gw4 Y14.0 .40.4.4.1 044• •••41 019•01•104400•04010. M-DWASD WATER & SEWER NOTES WAWA OBRBYRGR SYSTEM IINRAR18EWBI COLLEC TOR SYSTBk 41. 6 1.6.6 0 1106 5 10 BE 20 1 66 SINER LA TE. 16.1 00001.1 NON SST 0 6.61 CS 15 • CON .C.6 TO v CP 0..C106 666 6 .1 TO TELLVM MO P. BEFO RE FOR NJ. PRO,EC18 MOE TBOVAL OF D IVA"! LIE S e PROPOSED MR CS BO. 4140. MM. 111.1. ACME 60 - TEA TT. MATZ .6 11700 .6 TO NE NOT 0. 11-0 60 3 .CIS 0 0. 01 2 ALL WEN A VM .5. M.A. LOCOED .N. 06 .0sw•OSLO ALL MOS. .61CLS FR. 1.34 6.00 06.660 10 ME x r 66101.0 3 AN ON.. 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MOW., WIT Or OW., N OM ANIro.A u • 5046 MS A PE DEMO 040 PPM., 13., TM, 006 0.016 .6001 Ir. &MTN PT 61 MT or R014 i .o,.,T'mP WC. C- 03 0 NO, 417.011 MOM COMTE 6.561 SO. PIM PAYNo 01. 60 66, 0 .1. wr,: • . wvwnw .w vrz .ow5 ons wxsaxm W.w[. 1 ` vw•mi r4::l 1ls ectw Ale 1®IRR ,., .r • •^ten we Nw. .c M .,w ww Mr . ,e• , .[ .. .- D,ot 01 611 • ... ( i.. s.411 . K. Or SOTS �w w w^4 w ,• 1.66 60. 0606116 0 TR U 116.66. 5 M. TO Rom. o. • - ...we,..r sN a.w< .n b. ,.N.o ,o ,. .1 014104. ME . 65 OPE 0.51.51 .1X CO NC. c oo. 3 SUM. O M. I.. SMLL PI GOTAM Ctm MAT.. R a D. A N5 arn imm er•wat. _Ns 5.0.1106 1,1 4.6 6106.11 �Y•s4 r ITT x ^ ♦ 601 'N .. R P. I N,N'm 0ru,� +� 5. uv avrte crown n nrm • • r 55r. KW. wamMW T.. .. tlGEAUD .. r ........ ... .....6 '... w..................• N. 11.166 06 00. • uAMC.. v w w,e. v w. v.w mat MUMMY SE WER CalFC1UN 0Y8I EAM H EALTH DEPARTMEN T N OTES CIOTIARp NOWA TONOTO FO IL AP IN 0050. w. wv>jqe..�.,.... .w 61.1. 30.0010 C.0811 co wn w. sun snlneSl,.Com two NS 00555055 days before D igging to nd.0 050105 Waled an d marked COO rn r..w.,w.0 w>.. M. mmuw o..n s mma 001 PAVEBR .wnvua Ns a. an 0055 01 MM. = NOCOPAcnot �w.w.. n .[ . o.s RD, 601/2 016 LEGEND • • f�ii•.l 41 40. t ed D a.crp5ro n R e.is,oi SIGNATURE i4( PM T24N •. p. XVASE OF a .yw C NAEL CARR 050055 50 501. ENGINEER FL L. NO. 12420 LANGAN E.L,= tei S.n,c.. w5 NO E., Som ata awMS. ?.1.168 iw1UNIN tok 1TDt B. . F .3202101 Isrpos own N.1 w'rz OF.NSr_w.rw5 w. mwml,Aa, nu1N ICC - PHASE 2 OPA IOMA AYA. u-ACE E CUI RY ROSOA Dm.na Tnia GENERAL N OTES & SPECIFICATIONS •rood N o. =MIDI Dol e OM= INTO. Si 01.04.0 By Asc C-200 Sow 0 of 1 e...Oda aw5rml, 0.4. 7 L_ u 00 1-50 _ow >, CW 59 � Z LL's ZJ fl CA C J 1 Op 04�N1 V 0 f-1 BUILDING 1 127,345 SF on CA R SPACE EXISTING CANAL r AwpN04jm1 BUILDING 2 150,569 SF =9 CARWACES .r 0 w,�P.NrOf It 900.010 v+s fm, BUILDING 3 150,549 SF ® CAR SPACE BUILDING 5 123,090 SF ® CAR5PAC6 EXISTIN G CANAL BUILDING 4 127,340 SF ® CAR VACS CITY OF OPA-LOCKA ZONING TABLE 21701114 0 =mar . COM ERCI AL 1 01035an swans 0SWW CT1 n-3110 .uLnro OAK Le..na WOW ) UA* ., .mA._4 Yin lei ran.. Aim fro. 511 9 B a0:a00v erl.• . N. ....(hd. NO ONCYr NB. erwr• caw,. 1 0030.1.: YR BA Fr BU•rTT NOw• w 46.15, PRAM° MO ACCESS NOTES v P� Na Sm a. 0.M FAwM 1a�nev d ens~ euAn d V O* . Fas 11y1e Liman Segansio n tiM▪ or aoa 10 BF,PRYSR Tr •1AW mgem4.1..a0 Ran L. 1.0,a.e.®mra .la Ma plan e en alial11.0110 Fr aMlir SPE VIE Mill011 01WILE 15/J0991 01.1.E TAW' 517 .PANRLF3 W YE 24 TT 10, PARKIN G T ABLE awMAM/ e) TONwiTess pr l rtl2?w TOT. Mow ed r010WL O1r10 WIMP S CIPOOTINRARR00,E0 N190 ALE0463 W ALES CPS • FOLOI ]MlA4E9 )SBSPA03 LEGEND TG 5101, (01-1) T ® ACCE5 56LE PAH0 NG 5GN MOS --- aW05LDB0uN0APy ORMOSED NRB 1100 b' PE RK.. P.N.S all0 40 40 SIC NA1000 0 0,0 SIG NED wC NAEL CARH PROCESSIONAL ExpNEER FL Lac No )291. LANGAN E n.xmmmle Sw.i<as. Inc 110 E..1 BIOwO 0 3031.. BBN 15w RO Y,* ft 33301 T 054320 2100 ]30 3101 ICC — PHASE 2 C •A1.0.10, 144144./404 0141X COUN TY L0 Pro., . PARTIAL SITE PLAN oRcl 350069104 001. 03/2412022 Drawn By aK1a B5 H. c C-300 Sam, D a_ ilea .m.._111.1_..._1,..OMDen. T,00R nrt on 1 59 7 3 LVI 0 Pt _-----L�--- 1177-77 A EXISTING CAN AL BUILDING 6 62,924 SF G3] CAR SPACES LOT 7 1 I I / LOT 3 /" e. I L04 yQ / -J€ / IQ '! LOT 7 z0_ R !_ 1 LOT 8 LLI .. - CN_ U..1 1 < 1 CITY OF OP A-L OCKA ZONING TABLE =tuna 0181 RIOT: COYYCRCIAL IRIEN/NE BUSINESS ORIRKT IB •51. 611E Wwler gf 0 awAe.0 Woo. AS LAMA 1.0 IN RS.. .4 WSW Po.. IPA 151111.0040 Itl y Raw LOF T NYi lAsloww1PaS oy cob.. EP RAY AN. R.) .ST ISFT wonnlyr INA Farm TILT puma 0FRAN. GNI... .oa I4`4"Rw Lowbe etor npramFNNA1.. Rn0 LABLB '^� ALL PA RKING T ABLE ow. .LT eons of VeRIN.Rwarn ForsO NFN o LT I nInl orlar rias. New w1�N. Io61P. .ec .•IAP6 /.N ' Los FT YFi.NROI Q.Fnaoro1&N RAFT NS FT .Y. RL III/BF NOTES AA a.aa...w.w...b.. 12)V ee eo• n ee. a1Mnneb m bn. snow or ror* PARKI NG T ABLE USN RATIDI I MOM FO T AON 'aw Ow1 E> I w I.RE DO BP MUM Me e* Rmn.w0.1eR LAO .EIR..1E omEw.® IN SPACES O BI SPACES 455 SPACE S P ROPOOLED L OT n.NP.C3 1.IBPALRB LEGEND T (3, STOP 9CN (01.1) ® ACCESSIBLE P nRR.4 900 BUNO.D --.- PA RCEL BawDARy PROPOSED CURB 100E V' PERNE ABLE PATERS O 20 40 60 2 3 y3 E DPI. Ow. intr. Rev. 1.2940c1. P SIGN TIME ILIC NAEL CARR PROFESSIONAL DOSSER FL 4e. Ne 72424 LANGAN O61oI000181 end E•nr annumla Swoo ps. I nc FIRERS PINo REM B N 1500 TW ]Innum elwnw'ro momanuw,runln ICC - PHASE 2 00 0 LOQ1 AVAIALOADL WNW , Ora Awry Tile FLORI DA PARTIAL SITE PLAN Pr oNct No. I NPwN9 No. SOOS.IO. 0212 /.1022 Drow n By ON Ch.. By 9w aew. N,, ..®a.u.. .7..I...sI;:car Pena ca. Forarowsoncomorn C-301 .1 r PROP 84.8r8/000 NIECI:44045 8 MIL L 411F r-1000' ,00 1 2 4 5 1 0 1 EXISTIN G CANAL /"' E XISTING CANAL r7 P Ro ;p ." .004 sa r /SMOKY r ( o, ir— I \\ 1 1 1 I ( a R1 a9 ..,Y9,. �a. — i PROP SAM._. I 544 011 4 r— " NP. ER ASS,I r ,,1 .1 ° 2 r,,1 .14 •14,; nt 49> C' .. .,t 9049 12 ou, ,.9 C . Rs . 9 a=wc 2194 BUILDING 3 150,549 SF ® OLP ,ER R AN R4 300 ,Fa 9P e4 NO PROP . Dr Assn". MP.> PROP 6"410 a BUILDING 4 127,340 SF — PROP. ,Y mNPL .+o. MIRY 9.. MOP .54...,9..1 FOC BUILDING 1 127,345 SF 1 DM ;12 , II I 11 J I9199 ma rx �.a. l "P BUILDING 2 150,569 SF • .IsO .H' ,H.,O'MOP r n.o. Do. 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No 72424 LANGAN LmOa n Enginaa mq Enwa nmenlai S en� ce:.n nc „9n.1...".DWw19.1..b44 Pen 1Y"aY..ft SV a T.9543202100R CI RMICAaP1164320.2101 116 14.44 ICC - PHASE 2 E.P. L OO, SM NIAAGECODMq Drom no tue ELPO DA PARTIAL UTILITY PLAN Ploml No 330059104 Dole 03001 62 Draw n By 06 a.ee.a By erc Drove"q No C-500 5 nee1 Das WM Ur an. Urn 8110) D erma CS. 1 .80/10 .084SCL801 .81 BUILDING 6 62,924 SF PROP LPN .r m>. ..,LR YAM PROP . 1g RR u1 .C AP../ (r. MCP. M . c1Da. (LOLL IS,RWMN,ERr. 6+Rv.DFMFert A REA O PAL 6EO RELEN TION MEN / EXISTING CANAL :( Lir .PROP . WMOL P ")i,u PROP Of If PP 10 0 F -- :.� 2.0 60 60 i Pol o No RNf l SW •NRE ""NNORIE SICKED cn o0L OMR PROFESSION.. ENGINEER R U No 72424 LANGAN En.ronmmrai7.:Zce. . L 110 &al Re..RR..I .R . S NP 1600 T. 051.3202100 Fer e•Lisroen oDRNRa 1011 11 0104 NR .euarnANIN ICC — PHASE 2 OPA LOON .NNRD,DE COUN„ Imo FLORI DA PARTIAL UTILITY PLAN P> oecl No 000200IN = 010 Cliircked By WPC So re N. w.=>u. Net N or PP. Mle. u ..ua.w.. N al ors C. mwrum. tuermN D.0.6+9 No C-501 5 x 0 0 m —i 1/) m r D Z 'W -42ND AV 5 :T 'r :!rriP . ee•, r,,rer, •r �. r rG:• :rre •. iF ' `:` w: .•: t .:e e:w: ' :v4: iti:j :j i ,red Ili::1 rl • ,I . rrr dtr• cee r. r.r Rr<rrr erer.rrr{e et r.r t ♦I,r 'r p4•w .,rr<<rrrrrrrrr,,,,rrrr ..rrrr er,<rr,rrr e•<e er Rer .rrrr •C Ir• • {a P. r r rr i !ti rrr rrrr t,<rF_: 1: :ii ..4 0 , , , , ,,c ,, ,, 1:: „ c , ,, fii i 1 ::,;:: fe w rrrr, r, <r r r•rr„HP ,rr•rre. r.,F Ir rrr r, ,,r, ,,,rre r<r,r<r rr r<errrr, r4 rrn:i q i j :I I I"rl t rl Ir� II !::! r r-r.rr Aee rut", r Prrr• r- , .c. irrrr.rr r • , 1 r r • •V , re r••rr.er elt Derr,.., rr•r.lt 5 5 Fn 5:1; .d 4 r .:V: :W: ' `rt <W P :Y rrl r<.r<<rrrr r<r [➢r.<;5:: r.<t tr«S1 .r,r <r. r` ,,, ,, ,rr< '< rrr er r f I1 ( 11 jIF::i f{�<',, r x1 erx r•rj r1 tel rr,r e(:r r::: If' '*I ,•r,,,,r<rr<r<rr.err•er.,,,,,, rr r,r•er,, .re ,• rerrrC r( (ft 1$ rri4,rrrrrrw• rrr • r14 -::::'e •r if :j rr1f•• . .••••Sf fr If"'' :1A 'I {b.r•r,.. .. ..__is: rr-sa—m•411 —:..:- Ne< reWreree,cere;Frrrrr verr•T e q ::j ::j O C 41,1:11 N � ND m! cn° IRONWOOD COMMERCE CENTER - PHASE 2 OPA—LOCKA, FLORIDA LINK LOGISTICS RLC r.:. . K 8 L u 7 u u J u 2 3 4 5 6 7 9 10 2 3 15 16 4644464. 6/14 61411110•11 •101101M 1416 116 4611111 •41 A 411 41 64F 1.4111614 W MAE MIME 1114.1.164011116111161116,116 LL OEM fl • 441.1. 66.164 MIL wrnw w 11111 0 a ME 41•r 116.14 61. 116111111 rl4rtnw 41. w 74 4�r 111616111.1461111 41r1nw G EE O O 11111611•11/6011111.111.141111116 1616461./4 1441 Ell 44Y 166.11M4 14461614 YE 14 166 1. 44� 11111411.1616 111 144m16w Ell rn41u1011 wr e64rmose444w6 461w4 Wel ti IOW M r1r 440_16.1 161 Y 6 11 6 11 ILI 1.1 LE 2 3 4 5 7 4: -....6666 L. .... 7 • y • 1611. r 7E —6 411 PHOTOMETRIC SITE PLAN 1* -2 2 4 5 6 7 8 9 10 12 13 15 SPA SUBM[TTAL 04/15/22 I I w CL w • N • w O Q2 o0— O <r $� w 00 Z z 00 CD e U o. PHOTOMEIFIC SIT E P LAN scat rA E OM 20 60 00 Dal. 0./1./]022 /2022 6.R6ac 9R v.OM,,,,4 10 ..44 cu c .2 6406 R00 . .4 01.4 by w0, ESP -2 LANGAN 21 April 2022 Yamilet Senespleda, PE, PTOE M anager Traffic Engineering Division M iami -Dade County Dept. Transportation and Public Works 111 NW 1st Street, Suite 1510 Miami, Florida 33128 Re: Traffic Generation Statement Iro nwo od Commerce Center -Phase 2 Opa-loc ka, Flo rida Langan Project No.: 330059104 Dear Ms. Senespleda: Technical Excellence Practical Experience Client Responsiveness Langan Engineering & Environmental Services, Inc . prepared this traffic -generation statement for the Ironwood Commerce Center -Phase 2 development to show that the development will generate less traffic than the existing development on site . Therefore, Miami -Dade County Traffic Engineering Division can waive the need for a Level 2 traffic -impact analysis. The development property is an existing flea market that will be redeveloped with 741,817 square - feet of warehouse uses. This report includes trip generation calculations for the proposed redevelopment. Attachment A contains the figures of this report . Figure 1 shows an aerial photograph of the site. The proposed development meets city traffic-concurrency requirements because the proposed warehouse generates less traffic than the existing use it will replace. Project Descriptio n The proposed development will comprise 741,817 square feet of warehouse uses that will be built through six buildings and expected to be constructed by the end of 2024. The 43.02 -acre site (Folio No.: 08-2129-000-0050 & 08-2129-000-0064) is north of the Gratigny Parkway (SR - 924), west of 42"d / 37th Avenue Connector and east of NW 42"d Avenue (SR -953) in Opa-locka, Florida. Site access will be prov ided through existing and proposed driveways along NW 42nd Avenue and 42nd / 37th Avenue Connector. The proposed development will not have gated - co ntrolled access. Attachment B contains a copy of the site plan and shows the location of the driveway connections. Trip Generation An alysis Traffic counts were collected at the current site to determine existing trip generation. As shown in Table 1, the existing flea market generates 5,760 daily trips, 179 m orning peak hour trips, and 179 afternoon peak hour trips, while the proposed devel opment is expected to generate 1,210 daily, 113 morning peak hour and 115 afternoon peak hour trips . We prepared trip estimates for the proposed development, summarized in Table 1, using equations from the 11th Edition of the ITE Trip Generation Manual. Attachment C contains the collected traffic count data with an aerial showing the location where data was collected . A negative net difference indicates that the warehouse will generate less daily and peak hour trips than the existing flea market. 15150 N.W. 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264 .7201 w ww.langan .com New Jersey • New York • Connecticut • Pennsylvania • Ohio • Washington, DC • Virginia • Florida • Texas • North Dakota • California Abu Dhabi • Athens • Doha • Dubai • Istanbul • London • Panama Traffic Gen eration Statemen t Opa-loc ka, Florida Langan Project No. : 330059104 Table 1 - Trip Generation Estimates 21 April2022 Page 2 of 4 . Land Use ITE Code Size Trip Generati on Rate In O ut Tot al Trips In Out T otal Flea Market (Existing De velo pment)* N/A N/A N/A 51 % 49% 2,960 2,800 5,760 Warehousing 150 741,817 SF T = 1. 58 (X) + 38 .29 50% 50% 605 605 1,210 Differe nce -2,355 -2,195 -4,550 Peak Hour Lan d Use ITE Code Size Trip Generati on Rate In Out Total Trips In Out Total Flea Market (Existing Development)* N/A N/A N/A 69 % 31 % 123 56 179 Warehousing 150 741,817 SF T = 0.12 (X) + 23.62 77 % 23% 87 26 113 Difference -36 -30 -66 Hour Land Use ITE Code Size Trip Generatio n Rate In Out Total Trips In O ut Total Flea Market (Existing Dev elopment)* N/A N/A N/A 43% 57% 209 275 484 Warehousing 150 741,817 SF T = 0.12 (X) + 26 .48 28% 72% 32 83 115 Diff erence -177 -192 -369 * Trip Generation based on collected 24 -hour data on site. Pro ject Traffic Distribution We determined the directional distribution of site generat ed trips based on cardinal distribution data for TAZ 275 from the Miami -Dade County 2045 Transportation Model (see Attachme nt C) and from the development's access to the surrounding roadway network . Project traffic was assigned 17% northwest, 32% northeast, 23% southeast, and 28% southwest based on the TAZ data as shown in Figure 2. We interpolated the 2015 and 2045 directional -distribution values from the model data to dev elop percentages for 2024. Table 2 shows the proposed development's trip -distribution percentages. Table 2 - Cardinal Distrib uti on �+J �W7 1� r RF_ S sS �'''-a� 1, 4�, �I l '' — a� s V $ Y 2015 19. 80% 12. 40% 8.20% 14.40% 16 .00% 11 .70% 7 .00% 10 .60% 2045 15.70% 14. 60% 7. 30% 15.20% 17.80% 11.00% 8.10% 10 .30% 2024 18. 57% 13.06% 7. 93% 14.64% 16 .54% 11.49% 7.33% 10.51 % LANGAN Traffic Gene ration Statement Opa-locka, Florida Langan Pro ject No.: 330059104 21 April 2022 Page 3 of 4 Driveway Volu mes The site's vehicular access will be through three driveways to NW 42"d Avenue and four driveways to 42nd / 37th Avenue Connector. Site Dri veways A and C are proposed right -in / right - out driveways located along NW 42n d Avenue and Site Driveway B is an existing full access driveway also located along NW 42"d Avenue. Site Driveways D, E, and G are proposed right -in / right -out driveways located along NW 42nd / 37th Avenue Connector and Site Driveway F is a proposed full access driveway located at the existing intersection of 42nd / 37th Avenue Connector & NW 125th Street. We evaluated the need for right -turn lanes at the project's proposed driveways based on FDOT Access Management Standards and determined that none of the proposed driveways warrant an exclusive right -turn lane. The existing full -access driveway along NW 42"d Avenue has an existing southbound left -turn lane that will provide vehicle storage along such road and will serve the prop osed rede velopment. The prop osed full - access driveway connection to NW42n d / 37th Avenue Connector will align with NW 125th Street and the developer will construct a northbound left -turn lane to facilitate access to the proposed site. Figure 2 shows the site driveway locations and volumes. LANGAN Traffic Gen eration Statement Opa-locka, Florida Langan Pro ject No.: 330059104 21 April2022 Page 4 of 4 Co nclusio n We determined that the proposed Ironwood Commerce Center -Phase 2 de velopment is not expected to generate more than the existing development . Therefore, the county can waive the traffic -impact analysis re quirement. The proposed development will hav e seven driveway connections, three to NW 42nd Avenue and four to NW42nd / 37th Avenue Connector, with only one full -access driveway on each road. The full -access driveway along NW 42nd a venue is an existing median opening with left -turn lane to serve the site . The proposed full -access driveway connection to NW42nd / 37tH Avenue Connector will align with NW 125th Street and the developer will construct a northbound left -turn lane to facilitate access to the proposed site . We found that the expected right -turn volumes at the project proposed driveways do not warrant the need for an exclusive right -turn lane. The proposed development will not have gated - controlled access. This item has been digitally signed and sealed by Michael Ca rr, PE, on the date adjacent to the seal Printed Copies of this document a re not considere d signed end sea led and the signature must be verified on any electronic copies. \\�\0,01111111m ,,,,„, ,, p,E 1. P • 0 , � \GENSF•,‘ 9 Z No. 72424 \ ?3 1 I I * I i W �O I �L �\ STATE OF , SiONAL Michael P. Carr, P .E. '',a�,,,��/jjjjil1ii111����\\\� P.E. License No . 72424 MGP:jmk Sincerely, Langan Engineering and Environmental Services, Inc . Associate Eric Schwarz, P.E ., LEED AP PrincipalNice President Attachments: Attachme nt A — Figures Attachment B — Site Plan Attachment C — Traffic & Distribution Data Florida Certificate of Autho rization No. 6601 \\Iangan.com\data\FTL\data1'330059103\Project Data\_Discipline \Traffic\Repo rts\Trip Generation Memo\2022-04-21 Link Flea Market Trip Gen Statement.docx LANGAN S3Hf101j V IN3WH3 VLLV Pr oject No. 330059104 L A NGA N Lan gan Engineering a nd Pro ject FOUNDRY - FLEA Drawing Title Proje ct No. 330059104 Figure Dote Environmenta l Se rvices, Inc. 110 EastBrowardBoulvard,Suite1500 Fort Lauderdale, FL 33301 MARKET SITE SITE LOCATION APRIL 2022 1 Drown By JMK T: 954. 320.2100 F:954.320.2101 www. langan.co m O PALO CKA Checked By aCIIC.U.,.1X1 ,.i%.l. MIAMI-DADE COUNTY FLO RIDA MGP CO CD J N 0 O Date: 4/6/2022 Time: 11:16 User. jkomp Style Table: Langan.stb Lay out: FIG 1 Document Cod e: FG01-330059104-0201-K T101-0101 A C LEGEND xx - AM PEAK HOUR (xx) - PM PEAK HOUR - STOP SIGN S - TRAFFIC SIGNAL - INTERSECTION ID - TRIP DISTRIBUTION NW 42ND AVE 0 _+p 2 (5) 1r' rnn roe NW 42ND AVE SITE DW Y C +-2 (5) C4 - +-7 (23) SITE DW Y B n M NO / f-1 (4) SITE DW Y A 1 1 1 2 SITE AM PM IN 86 26 112 32 83 115 OUT TOTAL L F r 1 3 SITE D WY D 2(5)-4, I INm SITE DWY E 1 (4)- 4 1 CC o MW V SITE D WY F 8 (27)--+ I (5)-4 SITE DWY G n- m •11 2 (5)-4. I 0 r N 0 01 N m 0 4 NW 125TH ST LANGAN Langan Engineering and Environmental Services, Inc. 110 East Broward Boulvard, Suite 1500 Fort Lauderdale, FL 33301 T: 954.320.2100 F: 954.320.2101 www.langan.com Project FOUNDRY - FLEA MARKET SITE OPA LOCKA MIAMI-D ADE COUNTY FLORIDA Dr awing Titl e DRIVEWAY VOLUMES Pr oject No . 330059104 Dote APRIL 2022 Draw n By !MK Checked By MGP Figure 2 Project No. 330059104 © 2022 Lang an Date: 4/6/2022 Time: 11:16 User: jkomp Style Table: Langan .stb Lay out: FIG 2 D ocument Code: FG01-330059104-0201-KT101-0101 NVld 311S 8 1N3 W H3Vl1V r t- -a y a 'R E 3 3 0= Tar E� 5 ay •'°°l I -- EXISTIN G CANAL_ EXISTING CANAL ---- — — — — BUILDING 1 126,268 SF UR CAR SPA CES II11111 iIliL1 11. .66 0 60,6 004 0.1 6.66. M0 BUILDING 2 150,094 SF xr ONS CAR SPAM 640 h11I l 1111111 11111 Il1l. BUILDING 5 120,864 SF CAR SPA CE S BUILDING 4 126,718 SF ® C AB SPAS B UI LDRI O CITY OF OPA-LOCKA ZONING TABLE 200100040TRICT: C O.YEACIAL 610x0,00, BIJU IE0s01fi RI CT RYA. ww . w: +»60. 0. w ..i R�Pr. ,11E DeIn m weep.. "' `0 N. . PAR KIN G YI D ACCESS N OTEs NAM , 109 Is. AY Fr 001 ,1 1 T ROMP/ OPT 006466 60 6ft 50.. Ca 00010 3660. 6 KW Nn.. d..c. 00 a.. ibv N. N. 6...d. 01 6$00.06606.62 sawn P.. 6406 x+ l.alpoeMIR 15101 01/00.50. 0.1.0 M. 100 16 SO Fr SEE MOOD TAR E BEE PMgYTMEE 10 .61.1166:21:40 0 • 1.00 0 grit. none. ..6lar . W. o. Rwt,.Ia „oida.a.m . 0/ ...We peen. w eep Ram Rowena OPT a 111 10101111511,0155 Y,uROC R K EPMS=ME WE MOM° UM 01 Nu00 10.105 11621, uo1101Lr W ON) 64. ...116412.6 40 T OTAL M.o.. ...I MB3r II.1c 3 OR. PARKING TABLE 79,1,111 PJM1407420IBS S PAC ES 0110 SPACE S 4� PROPOSED LOT TY:Ms LEGEND TCY 5100501(01-1) T ® .CI F55Rc PARKING 3Oi 0160.01 --•— PARCEL BOUWARv PROPOSED CURB 00 00 V' L—�—J PERK.. 4.6015 60 40 GO Dot. 0.00000. SIGN ATURE DATE SIGNED MIC HAEL CARR PROFESSION AL ENGINEER R 4c No 72421 LANGAN *919 00 o, oce C nto5 .rs , I nc 110 E F 4Pwtl56..1.03.. 1500 IM q.Y ..R=1 T.1131320 1100 004i02101 . ...1 ..00.91. FI D011.5 0014501 0•0101111 011.5 •10 Project F OUNDRY - FLEA MARKET SITE MAUO =G V1100110/4 05 COU NTY RORE R Dr<..< TYe PARTIAL SITE PLAN Fe N4t 5]0059101 Dote Om.. By 000 CN.49e0 By WPC D.0. M9 No C-300 1 4 0 •16 LINOS} Tim 9 66 IR. eni>e• 601,6 0. Lwow Ms 6610 6t0.Z• Co* Cc. ” 004610.106146,660 /1-02 00. e e 0.0 P4): � I StOORMWATER u.WLFA RMIT AREA MAYS ' OF RE, HRTRIN AREAL I I' / Ii EXISTING CANAL P,7 LOT 7 w/ / ~ 3 / 1 I ✓ ,:/-, 1 : // ---- LLA T-- —I- 4 — Cr I II/ / ' / • a� li / i wAc . LOT5 �c 2 i / DQ /W / OD - 4, / U C LOT6 OQ� en JUO ID O Om 0 / i LOT 3 Q LOT 7 LL yF� L LOT B (n W/-1 N V / LLf J <Cr) LiJ CITY OF OPA.LOCKA ZONING TABLE ammo ONTWC T. comma...m own sumennismier(U 41S NE m owl m.NO. la q 1m BY BdND PMRPRt o.m. MA Fa n. Off R NRISSF Nam BUR gGwN MA NPNN.N am " w aR OUST MOPE 23 Mo. ELM nn x Pl RIFF Wm.m a PT •CCW yaamommean .a: mmemem .m. mR mR MAM Mai•r MPallm �RPscAm Mom PM N.. Nmm Mama. SEE IAMP•14101. 01, 10 IVWrmmmPam NORA II 1.0n Oda. *M on ma lab adeR Pam rO OF , ?AN SF NM OmIPIAMem NmNAm AM A Rrrcunll R P.AND M. NRPwTwO E MA MART NQIN NOM NGTEO Nlwmr MNNraOMn W Nr Um CNmbm ORi d0-�e3.� . PN emmN.mNa p ram mom MNN NM PARKING T ABLE USE P.InP) OWA RE F OOT AGE Imia (R PM I,..W) TSTN Wo MmNF 12020 R TOOSIP MAIM •mo .a PeR NwNPm Na m, B..,E awEwR® 100 FACES 2NSAIaB RIO SPACES IMORMIED LO T TM SPACED TN S PACES LE GEPU T Q S1OP SIGN (RI -I) T ® ACCES SIBLE PARNNG SIGN RULING -- PARCEL BOUNDARY PROPOSED CURB TYPE .0- PERNE AN.E PAVERS 0 20 40 00 SIGNATURE OA/0 SIGNED W.V. CARR PROFESSION AL ENGINEER R A R. No 72424 LANGAN no7:2,md Er.LanOm Ewmmmt d c 110 EF r1laMmBNOm6B6 tSIN R 03301 T:NO2N2100 R9114420 2101 m -P EP,me IEIIRIIo .I NN101IAMMAmN Pro0 c1 FOUNDRY — FLEA MARKET SITE AYAIDACE C OUNTY 040 0140 Idle PAMPA PARTIAL SITE PLAN Pram, No )fm N10a Dole 01120102 Dra .r. By ON Che cked BY MP G Dm alma low a rt 444 . 0•14.4 4 Mlr L ova. up e woe. O••• •ONbmUNaerurcr e,er D.R.+O No C-300 ATTACHMENT C TRAFFIC & DISTRIBUTION DATA Flea M arket Middle En'triaiice etW Flea Market Opa Locka Miami Dade County (3) ATRs (24 hour data collection) • NW 42nd Avenue & Flea Market West Entrance • Polo Blvd & Flea Market East Entrance • NW 42"d Avenue & Flea Market South Entrance (1) TMC (24 hour data collection) • NW 42nd Avenue & Flea Market Middle Entrance Langan Project No.: 330059104 Prepared: 2022-02-11 (L ANGAN) Requested by: Lilibeth Turino 11,4 1!! 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"MOP"0PM 0 0.00 0.000 0. 000 0. 000 loA Itn lop 102 oeo00o00000ee0000ee000000000000 00000000000000_oe00000000000_e.._�e§ o0eeo00ooeeoeooe000000eeo0eeeeo 000000000000eooee0000000oeee0oo , o6 go $0gg $e s $0 0, e„ ,;o o00eee00000000ee0000e00000eeoo0 o0oeee000ee00000.-oo-0000-ooeoo00�0§ 000000eoe 0000eeeeoe000000eooe000. 0000000000eeeooeooe000 ...... 002. $e P. $e $e p g_ 3IoM # god $ � o0 8 � oeeeo_oeoe00000ee000e0000000e000po 000000---000e.-0000ee0000.-e_000eoM.§ 000eo0oo oeoe000eeeeooeee000eeeeoeeee000e8e po e00000e000eee000000000800 1 $o o 'og+- e $0 $e ;op f mp Io%^ 102 0000eeee00000000eeoe000eoeooeo00p0 o0000000000eoo_oo ooe0000000eeeeooeeee0000e00000000E, o0oeeeoeoeeooeoeee000eeeoeeeeeeo0 eoo__.. a 000.-000wMo�G Ei $o o $o $e $o p eM 0; 08 eoeo 0000 oeeo00000e000eeee000ee00000000e 0000o000oe000000000e00000ee0000e20 o e0000ee0000e eeoeoeoe0oee000eoeooMo eoeoee opo s c $0 ge $o $o op opooeeeoo0eoeo0oeeeooaeeeeoeeeo00oM0 A 08 0000ee000eee0000ee0000e000000000po o0000000000eoe0000eooaoe00000000g00 000e0000000oee00000eeoe00000----2- $o $e go t- $ 10% go 8 g_ ago x 000000eooeee000000000ee0000e0000%. 000 000 -0 00 0000o0oo�Oeeeooeee000a0000e00000 oeoe000eee0000e0000ee0000ee 00el 00010.0....00010.0...00010.0.......0.0,,._..0„.0.g.600 $o $o o e I. $o p iol i0l gog ooeo0000ee0000ee000eeeo-eeeeo 000000ee00000e000eee00000e0000000 ooee00000000000e 0000000ee0000e e o a 0000eooaeee00000000 -.000e eooe oe0%0 a 000 00 --0 -0 00-0 _oee0000__0000e0000..e_o_o..-8 0 _8 ..............-.-..-----..-....0 PPA KMR VO Lt P000 MR FACTO R: TOTAL VO WMB: APPRO ACH 500 : MAK MN: 3���aa aa NNNN.a ..W WWW.,..��,.,.�_;,wwa ""8N8G8NY,NgMi;g5 MlInnMIMIIMMIIMIn NMH;;iinN $o 1e0 oo00oeoo0oo00000000000000000000 NORT HBOUND f 0 0 0 0 NL NT NR NU i..�. .4 0__00000000000000000000000000000. 1e=p o 000000eee0000eoeeooee00000eeee0 $o 100 00000000000000000000000000000000 $o op oe0000ee0000ee000e000000e0000000p0 $o oM --------------ooeee0000ee0000000Mo ylpp $o og oee000eoe0000ee000000000eeeeoo eo 0g $e 02 000e000000e000000000e0000000e00080 $e 0 000ee00000e000eee0000ee000000000Po $e o ^M n :::::::::::::::::::::::::::::::::i Mo$o x 0 $0 op o000000eo0000e000eoe00000000eo008o $o 1e% e0000000e0000e0000eooeeeee0000 eoge I. o 0000ee0000e0000e e0000eoo0oo -000e o o t- _% oe_eo00e0000ee0000eee0000-000e.egeo e $e e log 000000000oeeeooe00000eoeeooeoo00 g0 W„8 o_..ee0000ee0000ee000eee000ee000e0 A 0 TOTAL VOUJMES APPROACH %'A : P EAK NR: PEAK HR VOL: PEAK HR FACTOR: affiGBNNI%861 000 o;n ;o ..mmmmyy 8&G8N8GVAMBGWG B&oU8 yy ww.w....aaa-, . 088.-m 2. 0.2 00..00000000000.0............0.0 ...**mom...........................i; NORTH LEG EB WB I 0 0 0; 0g 00000000000000000000000000000000® 00000000000000000000000000000000�� 68 50 1 0 100. 00% 0.00% 3 0 0.375 0375 00000000000000000000000000000000 00000000000000000000000000000000 EAST LEG NB SB WEST LEG NB 58 ,0,,,AA 0000000000000000001400000000000001 PFA KM0. VO L: PEAK HR FACTOR til W _0'2 = ..-m aw WW '"'8,aNG8A8G8 121////E3 NN ti �. 12100 PM 12:15 PM 12:30 PM 12:45 PM 00......._. r7;..;.;oaaoee ;�...mm Z 4,8- MInnInMn . ,78N8G8&BG8 0 - E8 we 1 2 1 _ 66.67% 33. 33% 03:00 PM - 04:00 PM 00000000000000000000000000.+0000. - NORTH LEG E0 WB 0 000000000000000.0...0.-00000000.. 0 0® 00000000000000000000000....000.0® 0 0m 00000000000000000000000000000000a§ 0 NB 50 so. 00% 50.00% 000000000000000.0000.0.. ..00.... m c§ 0 0000.0..0000000..0.00.00...0000..8 0 ow 000000000000000000000000000000006 0 . .000000000.0000000.0000.00.000008 c§ 0 A A 0€ 0000000000.0000..00000....000..0000 r0 g PEAK HR V OL : PEAK HR FAC TOR: TOTAL VOLUMES: APPROACH %'E PEAK HR: - --- —.' ,78NG8NLG8 .00.000. WV SP:P WV0E:1. WV 51:6 WV 00:1. WW...W aG8 2:00 AM 2:15 AA1 2:30 AM 2:45 AM .. -__N S7SG8GoG8 zr , 08 .8 0@ 8 0m ..................................... 000000000000000000000000.000.000 LNORTH LEG EB W8 0 0® 0m 00000000.0000000000000000000.000® 00000000000000000000.000000..000m`� ou i a N8 SB 3 1 75.00 % 25 .00% 00014.0000000.000.000.00000000000 000000000..0000000000000000000000 E AST LEG 148 58 WEST LEG N8 SB Avg, 0 A € g 000000000000000000000000000000001 g Prepared by Nationa l Data & Surv eying Servic es SR 953/NW 42nd Ave/N Le Jeune Rd & Fle a M arket Middle Entr an ce Peak Hour Turning M ovement Count bK J53/NW 4zna Ave/N Le Je une ID: 22-140135-001 City: O pa -lo cka tn 0 X QY a 0 4 -6 1 W d 2 Flea Marke 07:00 AM - 08:00 AM 03:00 PM - 04:00 PM 04:30 PM - 05:30 PM EASTBOUND AM NOON PM t 0 0 0 0 • 0 AM NOON PM Cars (AM) 0 0J 0♦ oz 0 0 rn N t3 4-0 4 r'CO 0 Cars (NOO N) _J 0.4 t 49 0♦ «-0 0-4 f �r 23 Ql lD ▪ T v Cars (PM) 0 0.t 0�► os 0 rn m L + Lot66 00 0 ♦0 418 F+ PM NOON AM AM NOON PM ♦ o • 0 SOUTHBOUND CONTROL 1 -Way Stop(WB) TEV PHF PM 1068 1608 AM 0.89 1791 NOON 0.87 2083 PM 0.92 0 0 0 0 41 41 t 60 882 D ay: Tuesday Date: 03/29/2022 12:00 AM - 08:00 AM 08:00 AM - 04:00 PM 04:00 PM - 12:00 AM PM NO ON 0 ti, 68 51 0 ♦ 0 0 AM 5 0 0 r 18 26 1 0 0 0 l=> 50 74 15 PM NOON 920 62 727 21 NOON AM 846 3 741 AM 7 PM NOON AM NORTHBOUND SR 953/NW 42nd Ave/N Le Jeune Rd Pedestrians Cr os swalks) Q4a e a _2_k 0+ 0 0 0♦ 0o 0 0 0+ �, a .0 y + phi 0+ O "11 ♦ 0 0 2 ♦ 0 3 o=`'op � O at Q PM NOON AM AM NOON PM aNfO91S3M HT ( AM) 0 L t2 r0 r1 r �0 HT (NO ON) N Ln SOO Ri3d 1Nf1OO aouei;u3 eippm ;a)Iie w eau I 0 J4J ♦ 4 0J t2 0♦ © ♦0 o •; * r 3 O 0 HT (PM) lD t2 f. 0 0Z r0 —141 * r• E O LOCATION: SR 953/NW 42nd Ave/N Le Jeune Rd & Flea Market Middle Entrance CITY/STATE: Opa-lo cka, FL PROJECT ID: 22-140135-001 DATE: 03/29/2022 4 857 746 t 0 842 15 ♦ 41 + 3 0 J t 5 6 Peak Hour Factor O ♦ 0.89 o o i ♦ 3 3 ♦ 843 O + • ♦ ♦ _4 0 O ♦ ♦ 1 16 741 t _�♦ 745 t 0 L i 0 t 2 4. 7 52 0 1' t ♦ 0 O 3 A r -o 711 „OF 41 0 Pe ak -Hour: 07:00 AM - 08:00 AM Peak 15 -Minute: 07:45 AM - 08:00 AM Nation al D ata & Surveying Services 11111 1 N orth 22-140135-001 11111 I1 IIIIIIz 111111 IIIIIIIIr 11-1-t'i-. II 4 6.2 5.8 t 0.0 6 2 6.7 ♦ I,1+4 0.0 0.0 J t40.0 50.0 0.0 ♦ ♦ 0.0 0.0 o.o 'i rroo.o 0 .0 ♦ -1h t ,r_. 0 .0 5.5 0.0 ♦ 6.3 5.5 t 0 0 0 .0 i 4 O r t O ♦ i I. (;) t ♦ 0 t ♦ o 15 -Min Count Period Be ginnin g At 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM k 953/NW 42nd Ave/N Le Jeune Northbound t 953/NW 42nd AveJN Le Jeune Southbo und Flea Market Middle Entrance Eastb ound Le ft Thru Rgt U R' Fl ea Mark et Middle En tran ce Westb ound L eft Thru Rgt U R• Le ft Thru Rgt U R• O 23 0 0 O 12 0 0 O 6 0 0 O 10 0 0 O 9 0 0 O 9 0 0 O 7 0 0 O 1 0 0 O 5 0 0 O 9 0 0 O 6 0 0 O 7 0 0 O 8 0 0 O 11 0 0 O 19 0 0 O 12 0 0 O 13 0 0 O 19 0 0 O 23 0 0 O 27 0 0 O 30 0 0 O 65 0 0 O 82 0 0 O 137 0 0 O 110 0 0 O 122 0 0 O 181 0 0 O 236 1 2 O 182 0 1 O 185 0 0 O 162 1 0 O 212 0 2 Left Thru Rgt U R• O 16 0 0 O 16 0 0 O 16 0 0 O 7 0 0 O 7 0 0 O 4 0 1 O 5 0 0 O 8 0 0 O 3 0 0 O 5 0 1 O 7 0 0 O 3 0 0 O 9 0 1 O 6 0 0 O 6 0 0 O 7 0 0 O 21 0 0 O 16 0 2 O 22 0 0 1 18 0 2 1 29 0 0 1 29 0 0 1 63 0 1 O 81 0 1 1 82 0 0 O 127 0 3 O 160 0 1 2 199 0 3 1 208 0 3 1 191 0 3 O 210 0 1 4 233 0 2 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 1 0 O 0 1 0 1 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 1 0 O 0 1 0 O 0 2 0 O 0 2 0 1 0 0 0 Total 39 28 22 17 16 14 12 9 8 15 13 10 18 17 25 19 34 37 45 49 61 96 147 219 193 252 342 4 .44 396 382 376 454 Hourly Total 106 83 69 59 51 43 44 45 46 56 58 70 79 95 115 135 165 192 251 353 523 655 811 1006 1231 1434 1564 1598 1608 1212 830 454 Peak 15 -Min Ftowrates All Vehicles Heavy Trucks Pedestrians Bicycles Railroad Stopped Buses Northboun d Sou thboun d Eastbound Westb ound Left Thru Rgt U R• O 848 4 8 O 48 0 0 O 4 0 Left Thru Rgt U R' 16 932 0 12 O 56 0 0 O 0 0 Le ft Thru Rgt U R' O 0 0 0 O 0 0 0 O 0 0 Left Thru Rgt U R' 4 0 8 0 4 0 4 8 0 0 4 Total 1832 112 a LOCATION: SR 953/NW 42nd Ave/N Le Jeune Rd & Flea Market Middle Entrance CITY/STATE: Opa-Io cka, FL PROJECT ID: 22-140135-001 DATE: 03/29/2022 4 904 778 4 to L 0 832 72 62 0 J t 51 T7 Peak Hou r Facto r o �► 0. 87 ♦0 o 15 -Min Co unt Perio d Beginning At 4' 26 93 •7 21 y 72 21 810 t 0 L 0 o t 41 1 ♦ t 2 ♦ 0 Peak -Hou r: 03:00 PM - 04:00 PM Pea k 15 -Minute : 03:30 PM - 03:45 PM Nation al Data & Su rv eyin g Ser vices 11111 I 11111 11 111111 or North 22-140135-001 •I. i4.9 7 .9 i; 0.0 4.e 2 .e ♦ ♦ L4- 0.0 0.0 .t — t 3.9 6.5 o.o ♦ 0.0 0.0 0.0 1 4'11.5 4 .1 ♦7 h t en, 1.6 8.3 9.5 4 4.9 7.8 'f' 10 0 D 41 ♦ 4 0 t 0 ♦ 0 ♦ t 9531NW 42n d Ave/N Le Jeune Northbou nd 2 953/NW 42nd AvelN Le Jeune Southbound Flea Market Middle Entrance Eastbound Le ft Thru Rgt U R* Flea Market Middle Entrance Westbou nd Le ft Thr u Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R• Total 395 395 378 366 394 303 288 322 268 280 247 266 269 324 311 285 325 303 322 283 311 357 338 318 320 309 355 318 390 391 493 436 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM Peak 15 -Min Flo wrates O 147 3 4 O 138 1 5 O 152 2 3 O 156 6 7 0 157 4 4 O 112 5 11 O 122 4 5 O 150 5 7 O 132 9 14 O 117 3 11 O 102 2 13 O 124 2 15 O 106 5 18 O 139 5 24 O 149 5 14 O 132 3 18 O 125 9 18 O 135 4 17 O 150 2 21 O 126 3 18 O 143 6 14 O 157 5 16 O 161 3 15 O 139 5 22 O 127 3 27 O 143 3 17 O 162 3 11 O 136 2 18 O 176 5 22 O 176 4 13 O 181 2 14 O 194 10 13 3 236 0 4 5 249 0 3 7 215 0 3 8 194 0 1 7 222 0 2 6 176 0 1 11 145 0 1 16 138 0 2 11 106 0 2 10 132 0 1 16 110 0 1 17 114 0 3 12 132 0 2 20 142 0 5 9 124 0 2 15 112 0 2 19 149 0 4 19 127 0 6 13 131 0 3 11 117 0 3 11 127 0 2 11 166 0 3 21 130 0 6 13 145 0 2 9 159 0 7 12 133 0 3 12 157 0 4 11 152 0 1 11 188 0 1 24 160 0 6 9 283 0 10 9 201 0 2 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 1 0 5 0 2 0 0 0 1 0 1 0 0 0 2 0 2 0 2 0 2 0 2 0 4 0 2 0 4 0 9 0 5 0 5 0 4 0 14 0 7 0 10 0 2 0 7 0 5 0 9 0 4 0 14 1 10 0 14 0 12 0 11 0 5 0 18 0 6 0 12 0 10 0 16 0 10 0 16 0 10 0 14 0 8 0 10 0 5 0 18 0 7 0 9 0 8 0 14 0 9 0 9 0 3 0 18 0 5 0 12 0 3 0 7 0 11 0 16 0 5 0 13 0 7 0 15 0 Hourly Total 1534 1533 1441 1351 1307 1181 1158 1117 1061 1062 1106 1170 1189 1245 1224 1235 1233 1219 1273 1289 1324 1333 1285 1302 1302 1372 1454 1592 1710 1320 929 2588 All Vehicles Heavy Trucks Pedestrians Bicycles Rallroad Stoppe d Buse s Northbo und Sou thbo un d Eastbound Westb ound Le ft Thru Rgt U R• 0 776 40 88 O 68 4 0 O 0 0 Left Thru Rgt U R' 96 1132 0 40 4 56 0 0 0 0 0 Left Thru Rgt U R• O 0 0 0 O 0 0 0 O 0 0 Left Thru Rgt U R' 44 0 64 0 8 0 4 0 0 0 4 Total 2280 144 0 4 LOCATION: SR 953/NW 42nd Ave/N Le Jeune Rd & Flea Market Middle Entrance CITY/STATE: Opa-locka, FL PR OJECT ID: 22-140135-001 DATE: 03/29/2022 ♦ 1040 950 t 0 990 50 ♦ «! 60 0 J t 88 86 Peak Hou r Facto r o y 0 0 y t 80 882 ♦ 1008 y o ♦ o t 0.92 ♦ 0 r 16 65 e �y 957 t 0 L 15 -Min Count Perio d Be ginnin g At ♦ 0 Pe ak-Hour: 04:30 PM - 05:30 PM Peak 15 -Minute: 04:30 PM - 04:45 PM National Data & Surveying Services 11 11 1 C North 22-140135.001 11111 II 111111�.I; mill IIIIIIII' r TI TIi-. II ♦ 4.7 0.0 ♦ 4' 00 00 0.0 y 4 .6 4 4.6 t 8. b0 ♦ t 2.9 2.3 ♦ o 0 .0 0.0 ', r 0.0 4.0 ♦ f►�y 1 .7 1 .8 8.7 4 4.4 4.6 0 1 0 4) ♦ '. 0 ,t t 0 0 0 y t 0 t ♦ 0 rs v.7 0 L ♦ p 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 5 953/NW 42n d Ave /ft Le Jeune Northboun d t 953/NW 42nd Ave IN Le Je une Sou thbound Flea M arket Middle Entrance Eastb ound Le ft Thru Rgt U R. Flea Market Middle Entra nc e W estbound Left Thru Rgt U R• 6 0 14 0 7 0 18 0 7 0 18 0 4 0 14 0 6 0 14 0 1 0 22 0 10 0 10 0 5 0 18 0 8 0 12 0 6 0 14 0 9 0 14 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Left Thru Rgt U R. O 215 5 30 O 197 4 18 O 224 4 12 O 210 3 14 O 221 5 19 O 227 3 15 O 220 1 19 O 192 1 16 O 196 0 20 O 221 1 18 O 152 0 13 O 154 0 5 O 134 0 6 O 83 0 2 O 99 0 4 O 92 0 3 O 91 0 4 O 63 0 3 O 70 0 2 O 57 0 2 O 60 0 1 O 45 0 1 O 48 0 5 O 39 0 0 O 39 0 1 O 39 0 0 O 25 0 0 O 45 0 0 O 28 0 0 O 21 0 0 O 13 0 0 O 18 0 0 Left Thru Rgt U R• 14 222 0 1 17 209 0 3 11 292 0 0 11 215 0 8 8 266 0 6 5 217 0 1 10 205 0 0 2 180 0 2 6 207 0 0 5 161 0 1 2 125 0 2 O 111 0 2 O 99 0 3 O 91 0 1 O 71 0 0 O 78 0 0 O 79 0 0 O 68 0 1 O 59 0 0 O 60 0 0 O 51 0 0 O 42 0 1 O 26 0 0 O 35 0 1 O 35 0 0 O 33 0 0 O 31 0 1 O 32 0 0 O 47 0 0 O 15 0 1 O 16 0 0 O 7 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Total 507 473 568 479 545 491 475 416 449 427 317 272 242 177 174 173 174 135 131 119 112 89 79 75 75 72 57 77 75 37 29 25 Hourly Total 2027 2065 2083 1990 1927 1831 1767 1609 1465 1258 1008 865 766 698 656 613 559 497 451 399 355 318 301 279 281 281 246 218 166 91 54 25 Peak 15 -Min Flo wra te s vemd es Heavy Trucks Pedestrians Bicycles Railroad Sto pped Buses Northboun d Southbou nd Eastbound Westb ound Left Thru Rgt U R• O 908 20 76 O 48 4 0 O 0 0 Left Thru Rgt U R• 44 1168 0 32 4 60 0 0 O 4 0 Le ft Thru Rgt U R* O 0 0 0 O 0 0 0 O 0 0 L eft That Rgt U R• 28 0 88 0 O 0 4 O 0 0 Total 2384 120 8 4 Prepared by NDS/ATD Day: Tuesday Date: 3/29/2022 VOLUME Flea Market NW Entrance E/O SR 953/NW 42nd Ave /N Le Jeune Rd City: Opa-locka Pr oject #: F122_140136_001 NB SB EB WB Total DAILY TOTALS 0 0 I 198 199 397 AM Period 00:00 00:15 00:30 00:45 NB SB EB WB 0 0 0 0 0 0 0 0 TOTA L 0 0 0 0 PM Period NB SB EB WB TOTAL 12:00 12:15 12:30 12:45 4 6 4 4 4 7 6 18 2 19 10 8 11 8 37 01:00 01:15 01:30 01:45 0 0 1 0 1 2 0 2 0 2 0 1 3 0 4 13:00 13:15 13:30 13:45 3 3 7 4 5 8 1 16 8 23 6 11 13 9 39 02:00 02:15 02:30 02:45 0 0 3 1 0 1 1 4 1 3 0 4 1 2 7 14:00 14:15 14:30 14:45 7 6 5 3 4 4 4 20 3 16 13 8 8 7 36 03:00 03:15 03:30 03:45 1 2 0 0 0 0 0 1 0 2 3 0 0 0 3 15:00 15:15 15:30 15:45 2 5 3 3 1 2 1 7 0 10 7 6 3 1 17 04:00 04:15 04:30 04:45 1 1 2 2 2 2 3 8 1 6 2 4 4 4 14 16:00 16:15 16:30 16:45 3 0 4 3 0 1 5 12 3 7 3 7 1 8 19 05:00 05:15 05:30 05:45 0 2 1 0 2 3 2 5 0 5 2 1 5 2 10 17:00 17:15 17:30 17:45 2 4 2 2 4 3 3 11 5 14 6 4 7 8 25 06:00 06:15 06:30 06:45 2 3 5 2 3 3 0 10 2 10 5 7 6 2 20 18:00 18:15 18:30 18:45 4 4 1 3 2 2 3 10 4 13 8 4 4 7 23 07:00 07:15 07:30 07:45 2 0 3 4 1 2 3 9 3 9 2 7 3 6 18 19:00 19:15 19:30 19:45 4 3 1 1 1 3 3 9 1 8 7 2 4 4 17 08:00 08:15 08:30 08:45 3 4 3 2 7 4 3 16 5 15 7 5 11 8 31 20:00 20:15 20:30 20:45 1 5 2 0 0 2 0 3 0 7 6 2 2 0 10 09:00 09:15 09:30 09:45 1 2 3 2 2 2 5 11 3 9 3 5 4 8 20 21:00 21:15 21:30 21:45 0 0 1 0 0 1 0 1 0 1 0 1 1 0 2 10:00 10:15 10:30 10:45 0 2 3 2 4 3 3 10 1 8 2 5 7 4 18 22:00 22:15 22:30 22:45 1 0 0 1 0 0 0 1 0 1 1 1 0 0 2 11:00 11:15 11:30 11:45 2 2 5 2 4 3 1 12 1 8 4 7 7 2 20 23:00 23:15 23:30 23:45 1 0 1 3 0 0 0 2 0 3 1 4 0 0 5 TOTALS 88 77 165 TOTALS 110 122 232 SPLIT% 53.3% 46.7% 41.6% SPLIT % 47.4% 52.6% 58.4% NB 58 EB WB T otal DAILY TOTALS 0 0 198 199 397 AM Peak Hour AM Pk Volume Pk Hr Factor 07:45 16 0. 571 11:45 18 0. 643 08:00 31 0. 705 PM Peak Ho ur PM Pk Volume Pk Hr Factor 12:45 21 0 .750 13:15 26 0.813 13:15 46 0 .885 7-9 Volume 25 24 49 4-6 Volume 23 21 44 7 - 9 Peak Hour 07:45 08:00 08:00 4.6 Peak Hour 16:45 17:00 16:45 7.9 Pk Volume 16 15 31 4-6 Pk V olume 13 14 25 Pk Hr Facto r 0. 571 0.750 0. 705 Pk Hr Factor 0 .650 0.700 0 .781 Prepared by NDS/AT D VOLUME Flea Marke t NE Entrance W/O P olo Blvd Day: Tuesday Date: 3/29/2022 City: Opa-locka Project 8: FL22_140136_002 DAILY TOTALS NB SB EB WB Total 0 0 660 763 1,423 AM Period NB SB EB WB TOTAL PM Period NB SB EB WB TOTAL 00:00 0 0 0 12:00 19 17 36 00:15 0 0 0 12:15 16 21 37 00:30 0 0 0 12:30 17 16 33 00:45 0 0 0 12:45 24 76 29 83 53 159 01:00 0 0 0 13:00 11 25 36 01:15 0 0 0 13:15 20 16 36 01:30 0 0 0 13:30 24 24 48 01:45 0 0 0 13:45 15 70 19 84 34 154 02:00 0 0 0 14:00 20 18 38 02:15 0 0 0 14:15 18 22 40 02:30 0 0 0 14:30 22 22 44 02:45 0 0 0 14:45 20 80 22 84 42 164 03:00 1 1 2 15:00 18 22 40 03:15 0 0 0 15:15 14 23 37 03:30 0 0 0 15:30 24 24 48 03:45 0 1 0 1 0 2 15:45 20 76 16 85 36 161 04:00 0 0 0 16:00 18 16 34 04:15 0 0 0 16:15 22 12 34 04:30 0 0 0 16:30 16 19 35 04:45 1 1 1 1 2 2 16:45 13 69 15 62 28 131 05:00 0 0 0 17:00 21 14 35 05:15 0 0 0 17:15 18 10 28 05:30 0 0 0 17:30 15 12 27 05:45 0 0 0 17:45 7 61 7 43 14 104 06:00 0 0 0 18:00 10 10 20 06:15 0 0 0 18:15 8 13 21 06:30 0 0 0 18:30 4 5 9 06:45 1 1 1 1 2 2 18:45 4 26 6 34 10 60 07:00 0 0 0 19:00 1 3 4 07:15 1 4 5 19:15 0 0 0 07:30 2 2 4 19:30 3 3 6 07:45 3 6 3 9 6 15 19:45 2 6 1 7 3 13 08:00 1 5 6 20:00 1 1 2 08:15 2 9 11 20:15 0 3 3 08:30 6 10 16 20:30 0 0 0 08:45 9 18 18 42 27 60 20:45 1 2 0 4 1 6 09:00 5 13 18 21:00 2 3 5 09:15 17 17 34 21:15 0 0 0 09:30 5 13 18 21:30 0 0 0 09:45 11 38 16 59 27 97 21:45 2 4 1 4 3 8 10:00 9 20 29 22:00 0 0 0 10:15 15 16 31 22:15 1 1 2 10:30 13 19 32 22:30 0 0 0 10:45 6 43 19 74 25 117 22:45 0 1 0 1 0 2 11:00 17 17 34 23:00 0 0 0 11:15 12 17 29 23:15 0 0 0 11:30 25 30 55 23:30 0 0 0 11:45 27 81 21 85 48 166 23:45 0 0 0 TOTALS 189 272 461 T OTALS 471 491 962 SPLIT% 41. 0% 59. 0% 32.4% SPLIT % 49.0% 51.0% 67 .6% DAILY TOTALS NB SB EB WB Total 0 0 660 763 1,423 AM Peak Hour AM Pk Volume Pk Hr Fa ctor 11:30 87 0. 806 11:30 89 0. 742 11:30 176 0.800 PM P eak H our PM Pk Volum e Pk Hr Factor 15:30 84 0 .875 12:45 94 0.810 12:45 173 0.816 7 - 9 Volume 24 51 75 4 - 6 V olume 130 105 235 7-9 Peak Hour 08:00 08:00 08:00 4-6 Peak Hour 16:15 16:00 16:15 7 - 9 Pk Volume 18 42 60 4 - 6 Pk Volume 72 62 132 Pk Hr Factor 0. 500 0. 583 0. 556 Pk Hr Factor 0.818 0.816 0.943 Prepared by NDS/ATD VOLUME Flea Market SW Entrance E/O SR 953/NW 42nd Ave/N Le Jeune Rd Day: Tuesday Date: 3/29/2022 City: Opa-locka Project #: FL22_140136_003 NB SB EB WB Total 2,379 DAILY TOTALS 0 0 I 1,187 1,192 AM Pe riod TOTAL 61 72 74 72 279 NB SB EB WB 1 1 2 3 0 1 0 3 0 5 TOTAL 2 5 1 0 8 PM Period 12:00 12:15 12:30 12:45 NB SB EB WB 27 34 40 32 40 34 42 149 30 130 00:00 00:15 00:30 00:45 01:00 01:15 01:30 01:45 0 0 0 0 0 0 0 0 0 0 0 0 13:00 13:15 13:30 13:45 35 24 26 35 39 28 23 123 44 131 59 61 67 67 254 02:00 02:15 02:30 02:45 0 0 0 0 1 0 0 1 0 0 0 1 0 1 14:00 14:15 14:30 14:45 23 43 33 29 35 18 32 123 28 118 66 62 53 60 241 03:00 03:15 03:30 03:45 0 1 0 0 0 0 0 0 1 1 0 0 0 1 15:00 15:15 15:30 15:45 20 33 24 23 24 26 33 101 27 109 53 47 50 60 210 04:00 04:15 04:30 04:45 0 0 0 0 1 0 1 2 0 0 0 1 1 2 16:00 16:15 16:30 16:45 23 33 24 30 15 25 22 84 25 113 56 54 40 47 197 05:00 05:15 05:30 05:45 1 0 0 0 2 2 2 5 0 2 1 0 4 2 7 17:00 17:15 17:30 17:45 19 33 21 28 13 36 22 75 27 124 52 49 49 49 199 06:00 06:15 06:30 06:45 1 0 1 0 1 0 3 6 1 1 1 1 1 4 7 18:00 18:15 18:30 18:45 14 33 3 29 8 19 3 28 17 98 47 32 27 20 126 07:00 07:15 07:30 07:45 5 2 8 1 8 0 5 26 5 8 7 9 8 10 34 19:00 19:15 19:30 19:45 2 13 3 5 8 7 3 16 9 34 15 8 15 12 50 08:00 08:15 08:30 08:45 9 6 13 6 16 3 20 58 9 24 15 19 19 29 82 20:00 20:15 20:30 20:45 3 5 1 5 2 1 4 10 5 16 8 6 3 9 26 09:00 09:15 09:30 09:45 30 9 17 14 21 15 26 94 13 51 39 31 36 39 145 21:00 21:15 21:30 21:45 3 3 2 4 1 8 0 6 0 15 6 6 9 0 21 10:00 10:15 10:30 10:45 32 20 31 19 33 22 32 128 24 85 52 50 55 56 213 22:00 22:15 22:30 22:45 2 2 0 0 2 1 1 5 0 3 4 0 3 1 8 11:00 11:15 11:30 11:45 41 32 36 38 31 22 35 143 27 119 73 74 53 62 262 23:00 23:15 23:30 23:45 0 4 1 0 0 0 0 1 1 5 4 1 0 1 6 TO TALS 466 296 762 TOTALS 721 896 1617 SPUR % 61.2% 38.8% 32.0% SPLIT% 44.6% 55.4% 68 .0% DAILY TOTALS NB SB EB WB T otal 2,379 0 0 1,187 1,192 AM Peak Hour 11:00 11:45 11:45 PM Peak H our 12:15 13:15 12:00 AM Pk Vo lume 143 127 269 PM Pk Volume 157 150 279 Pk Hr Factor 0. 872 0.934 0. 909 Pk Hr Fact or 0.935 0.852 0 .943 7-9 Volume 84 32 116 4-6 Volume 159 237 396 7-9 Peak Hour 08:00 08:00 08:00 4-6 Peak Hour 16:00 17:00 17:00 7-9 Pk Volume 58 24 82 4-6 Pk Volume 84 124 199 Pk Hr Factor 0.725 0.667 0.707 Pk Hr Fact or 0.875 0.861 0.957 r-LRTP TAZ of Origin County Regional TAZ TAZ Miami -Dade 2015 Base Year Direction Trip Distributi on Summary Cardinal Directions Trips / Percent NNE ENE ESE I SSE SSW WSW I WNW NNW Total Trips 261 261 262 262 263 263 264 264 265 265 266 266 267 267 268 268 269 269 270 270 271 271 272 272 273 273 274 274 3161 3161 3162 3162 3163 3163 3164 3164 3165 3165 3166 3166 3167 3167 3168 3168 3169 3169 3170 3170 3171 3171 3172 3172 3173 3173 3174 3174 Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent 367 294 161 385 338 254 214 305 15. 8 12.7 7.0 16.6 14.6 10 .9 9.2 13 .2 558 444 335 596 680 405 364 517 4,002 14.3 11.4 8.6 15.3 17.4 10.4 9.3 13.3 245 188 171 318 343 185 173 295 1,943 12. 8 9.8 8.9 16.6 17.9 9.7 9.0 15.4 350 331 203 476 382 387 141 342 2,689 13.4 12. 7 7.8 18.2 14.6 14 .8 5 .4 13 .1 468 253 211 433 384 312 182 334 2,591 18.2 9.8 8 .2 16.8 14.9 12.1 7.0 13 .0 298 198 152 290 328 316 119 239 1,955 15.4 10. 2 7.8 15 .0 16 .9 16 .3 6.1 12.3 232 128 99 212 169 213 114 176 1,354 17.3 9. 5 7.4 15.8 12.6 15.9 8 .5 13.1 122 117 110 145 165 168 55 112 1,011 12.3 11. 7 11.1 14 .6 16 .7 16.9 5 .6 11 .2 662 403 383 590 941 505 328 543 4,399 15. 2 9. 3 8.8 13 .5 21.6 11.6 7 .5 12 .5 3,024 1,243 390 519 758 625 565 2,491 9,620 31. 5 12. 9 4.1 5.4 7 .9 6.5 5.9 25 .9 400 322 174 310 428 194 228 293 2,364 17. 0 13.7 7.4 13.2 18.2 8.3 9.7 12 .5 497 425 303 419 488 412 204 461 3,363 15.5 13. 2 9.5 13 .1 15.2 12.9 6 .4 14.4 395 394 180 276 409 201 142 280 2,325 17.4 17.3 7 .9 12.1 18.0 8.8 6 .2 12 .3 189 159 102 129 256 148 94 157 15.3 12. 9 8 .3 10.4 20.8 12 .0 7.6 12.7 2,375 1,242 275 3175 Trips 920 578 380 670 742 542 325 491 4,665 275 3175 Percent 19. 8 12.4 8 .2 14.4 16 .0 11 .7 7 .0 10 .6 276 276 277 277 278 278 279 279 280 280 281 281 282 282 283 283 284 284 285 285 286 286 3176 3176 3177 3177 3178 3178 3179 3179 3180 3180 3181 3181 3182 3182 3183 3183 3184 3184 3185 3185 3186 3186 Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent 487 14. 9 164 14. 0 154 15.4 225 15.7 156 13.9 653 16. 4 256 14. 1 262 11.7 262 13.7 102 11.6 408 10.3 371 11.3 103 8.8 79 7.9 120 8. 4 94 8.4 346 8.7 229 12.6 221 9. 9 166 8.7 98 11. 2 423 10. 7 276 8.4 99 8 .4 66 6 .6 127 8.9 89 7.9 270 6.8 149 8 .2 107 4 .8 200 10.5 85 9 .7 354 8 .9 519 15.9 207 17.6 125 12.5 166 11.6 141 12.6 641 16.0 287 15.9 450 20.1 384 20.1 170 19.3 832 21.0 639 19 .5 227 19 .3 230 23.0 298 20 .9 205 18 .3 856 21 .4 431 23 .8 315 14 .1 261 13.7 119 13 .5 651 16 .5 330 10 .1 130 11.1 142 14 .2 186 13.1 203 18.1 577 14.4 217 12 .0 412 18 .4 283 14.8 94 10.8 566 14.3 190 5.8 119 10 .1 77 7.7 118 8 .3 99 8 .8 287 7 .2 84 4.6 146 6 .5 150 7.9 76 8.7 296 7 .5 462 14.1 127 1,177 10.8 128 1,001 12.8 189 1,447 13 .2 134 1,145 11 .9 364 4,145 9.1 158 1,815 8 .7 327 2,282 14 .6 203 1,920 10.6 134 887 15.3 426 4,014 10 .8 3,296 LRTP TAZ of Origin County Regional TAZ TAZ 261 261 262 262 263 263 264 264 265 265 266 266 267 267 268 268 269 269 270 270 271 271 272 272 273 273 274 274 3161 3161 3162 3162 3163 3163 3164 3164 3165 3165 3166 3166 3167 3167 3168 3168 3169 3169 3170 3170 3171 3171 3172 3172 3173 3173 3174 3174 Miami -Dade 2045 Cost Feasible Plan Directio n Trip Distribution Summary Cardinal Directions Trips / Percent j Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percen t Trips Percent NNE ENE ESE 361 12.5 719 12.9 318 13.9 662 14.3 660 14. 4 408 13.0 250 17.6 175 14.8 873 16.1 3,789 33.9 441 14.3 578 14.2 422 14. 8 211 14. 3 358 12.4 606 10. 9 259 11.3 465 10.0 460 10.0 243 7.8 146 10. 3 131 11.2 542 10.0 1,163 10.4 400 13. 0 579 14.2 455 16.0 199 13.5 126 4.4 289 5.2 143 6.2 225 4.9 300 6.5 267 8.5 107 7.6 91 7.8 410 7.6 487 4.4 148 4.8 246 6.0 171 6.0 106 7.2 SSE SSW 499 17.3 1,008 18.0 426 18.7 799 17.2 877 19 .0 474 15 .1 231 16 .3 171 14 .6 748 13.8 509 4 .6 495 16.1 637 15 .6 414 14 .5 231 15.6 512 17.8 1,004 18 .0 380 16 .6 825 17.8 693 15.1 501 16.0 189 13.3 187 15.9 1,066 19.7 811 7.3 522 17.0 658 16.1 491 17.3 262 17.7 Total WSW WNW NNW Trips 378 13 .1 692 12.4 259 11.4 630 13 .6 577 12.5 434 13.9 232 16 .4 202 17.2 584 10 .8 745 6.7 329 10.7 518 12.7 323 11 .3 179 12.2 362 12 .6 603 10.8 209 9.2 458 9 .9 443 9 .6 331 10.6 126 8 .9 130 11.0 469 8.7 787 7.0 360 11.7 390 9 .6 212 7 .5 145 9 .8 285 9.9 665 5,701 11.9 291 2,308 12.7 580 4,769 12 .5 594 4,654 12 .9 479 3,183 15 .3 136 1,425 9 .6 90 1,193 7.6 724 5,512 13.4 2,881 11,224 25 .8 384 3,089 12.5 481 4,261 11 .8 359 2,941 12 .6 143 9.7 2,991 1,484 275 3175 Trips 896 834 417 867 1,015 627 461 587 5,790 275 3175 Perce nt 15.7 14.6 7.3 15.2 17.8 11.0 8.1 10.3 276 276 277 277 278 278 279 279 280 280 281 281 282 282 283 283 284 284 285 285 286 286 3176 3176 3177 3177 3178 3178 3179 3179 3180 3180 3181 3181 3182 3182 3183 3183 3184 3184 3185 3185 3186 3186 Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Percent Trips Perce nt Trips Percent Trips Percent Trips Percent 582 12. 5 171 12.5 386 15.6 234 13.0 165 12.5 638 14.0 289 14.2 232 9.6 309 12. 8 171 13.2 498 11.5 590 12.7 152 11.1 262 10. 6 200 11. 1 170 12.9 449 9.9 177 8. 7 274 11.4 229 9.5 150 11.6 498 11. 4 463 10.0 91 6.7 162 6.6 169 9.4 98 7.4 369 8.1 177 8.7 182 7.6 215 8.9 119 9.2 325 7.5 858 18 .5 274 20.0 342 13.8 260 14.4 209 15.8 850 18.7 366 18.0 558 23 .1 523 21 .7 252 19.5 896 20.6 883 19.0 254 18.6 523 21 .1 354 19.6 234 17.7 937 20 .7 413 20.3 353 14.6 364 15.1 179 13.8 752 17.3 428 9.2 159 11.6 316 12 .8 204 11.3 190 14 .4 562 12.4 242 11.9 372 15.4 292 12.1 111 8.6 506 11 .6 401 8.6 123 9.0 244 9 .9 178 9.9 126 9.5 304 6 .7 167 8 .2 189 7.8 261 10 .8 120 9.3 353 8 .1 446 9 .6 146 1,370 10.6 242 2,524 9 .8 204 1,836 11.3 130 1,350 9.9 432 4,701 9 .5 200 2,056 9.9 254 2,488 10.5 216 2,463 9.0 194 1,347 15.0 523 4,417 12.0 4,694 F m 1 1 Fl IRONWOOD COMMERCE CENTER - PHASE 2 BUILDINGS 1-6 MIA111 UfTERNATIONAW TR.IDEPORT SPA SUBMITTAL 04/15/2022 SPA SUBMITT AL 04/15/2022 11 12 1.1 11111 Lgl� 0:11 Ywplec COVER SHEET Prop l 22.11 00 Alara, CAI Omen .9 NAB A0.00 I � I A• . e. . n,Ib' 4 k -P Sr •le BUILDING 1 127,345 SF 17 13 14 1� 16 17 M -P rt A3 10 OVERALL FLOOR PLAN SPA SUBMITTAL 04/15/2022 Ogg 1 3i IIyq�k�k iiC;:tE�!llF.i U W 2N • U-1< 0 o LL o c Z 'oo o mw.pn. BUILDING - OVERALL FLOOR PLAN So o. No WOW R T., Me: 2004000 11•40.flw 0.11610 32 Pm m., Pro. oOm an VI Chad br A1 .10 _O Leda . .M.*., .,, m_.aG:M Y Dg PHI €€2 IRONWOOD COMMERCE CENTER - PHASE 2 OPA-LOCKA, FLORIDA LINK LOG ISTICS (Pei BR UCE RETIEG1t RLCArchitects e@� .. ♦.I7 F• .9.. ,7 .iee. � Y..L�..i:.S:. .v ., v. .v .v. v:7 t: 0' v°"7 •v• w •7 .v v •v •V vc .v: v 4: v . 0 0 O VERALL FLOOR PLAN BUILDING 3 150,549 SF B) SP A SUB MITTAL 04/15/2022 Uit to Celb Q4,7, W 0 w g N W O Wa O QQ cn O • ccID � Woo 2 ,F-8° O Waz oo Drawn. 11 6.: BUILDING 3 - OVERALL FLOOR PLAN Pn.etro . NM 00 OU O. OWN= CM Pampa' De mo n A1.30 eS 11 12 14 lb V V .i BUILDIN G 4 127,340 SF M'•P N' -P k IN -P 5� 6 7 8 V 10 11 13 i4 1 166 I I J 1 OVERALL FLOO R PLAN was 1• •MP SPA SUBMITTAL 04/15/2022 11 12 FeyF! 12 W 0 W g N • W O QQ U - o� o dLL U �� N O WO 0 Z X29 o WZaz - Uo� On* Mb BUILDING 4 - OVERALL FLO OR PL AN BMW vqn ra Nolool 00141022 aMN'. F RI •4pm N�yr K A1.40 N b 8 10 16 1 MA O VERALL FLOOR PLAN =ALB T •BAP SPA SUBMITTAL 04/15/2022 10 11 7 12 19 N m U to P V2��� iTo cell! ler LQ� 1111 o 1�jE� w 0 w 2N 0 cnO O aO F wo(D Z��� O waY Oo Oro. 10 BUILDING 5 - OVERALL FLOOR RL N ny a M: A Mo.00NA NAU N1 FAAm Ormta, OA .o bwmW r Mau x owq- KM A1 .50 D. WON WILD LO.7 Lt. M andASPR OOD .A RCM_DO AD O A1 (OVERALL FLOO R PLAN NAM 1,161 e I 1 I_ i - -_I-__._ E _ V R V R 9 ,may 9 4-a _ V R 9 W 4 a.aM I a -C q.. I ° y^V' V O f"-° 1"° DA, O O O �� O IP SPA SUBMITTAL 04/15/2022 €1223 Fgo §ait 8 DE MO NS IRONWOOD COMMERCE CENTER — PHASE 2 OPA-LOCKA, FLORIDA LINK LOGISTICS RLCArchitects emis ovi.1.8 •1 Pon. I I 1 , 1 S 1 1 1 1 1 1U I 11 1 I. 1 13 1 u 1 15 I (�j 16 (13j 14 131� 11 10 ® O O O O O O w v e . ..> . P e> e P e.P r ar r ...� , ar r ,r r L 114 -V a. r < L K P N P . r 1 , , _ 1 _ 2 WEST ELEVATIO N .10 flt r .arr O O O ® 5 © Q O Q 1� 11 14 11 16 Ti 1 • r. I 1 ar-r I I N sr, w sr -r I 1 :, _p I ...' 1 P 1;' 'M -P :_�V f P ., r 1N 10:M4 q1 'f 1 i 77 1 EAST ELEVATIO N Mla WAX r•ar4 © �r O O 1 Ir Q O �© © O r I •r I r- ' v la is 1 rr 1 4,w lT.10I I .r -1a 1m < r ea, 1 �_ 1 — __18 ,19 — _401111M-0. 1ar — TL 1(AT. , — —. 111 111 ! 1 I GOV415. 111 d L {— — ice _ — —�— ----------,AANit, _ —— _ 6 SOUTH ELEVATION 5 Mb NORTH ELEVATION ' er+rc r •mw Mta erxe T •aw SPA SUBMITTAL 04/1512022 I 1 1 1 1 11 13 1 1A 1 15 CD i - 1 ; afii 011' Z pi Xtbi W L.L W • N • LUQ O QQ C O occij O CC/( L) Z O wZaZ cK Uo 1 Cfteng BUILDIN G 1 - ELEVATIONS 0140,41444 20041 00 Imo 10 . 04114,11. auaom . 01.4.4 DY AIGN A3.10 10 13 It 15 Q 18 14 13 Q 11 10 () O O O (� (� f T T i I I T I f T 7 7 7 7 w -P } .< -P , sr -P , N• -P l sr -P , . .-P , -P 1 .. P j sr -P ; e< -P , N• -P , w P j x.P , .. N I I I 1 I 1 • rIIuNIo I 1 1 WEST ELEVATION AfN WIS r.>II4 - 4 Q Q ° Y Y 4 ,o Y ,13 ,4 ,5 ,�s © W -P Y b•P N•P 1 N -P N' -P i Y' -P Y P M' P M P y M -P M -P N P M P K -P N' .. V P y N P I 1. ___ _ _____, I I I ___....0s_a, imisr i It _ m ki , kkl i ' 1.11 kill It; Itil i L I : S " . , .' . I __,,,,,,....eis.„ 2 EAST ELEVATION Afm .wg Y. AO O O Q Q O I 1 A © O O O ,. P .... o.P W P ,,.Pi ,.. .. P _ yP -- _- I II 4 I • # 3 SOUTH ELEVATION 4 NORTH ELEVATION SPA SUBMITT AL 04115/2022 10 11 14 15 '0 MHz NW W • N O • °o a O c• tlo z 1-00 O WQY Ce C AM N. ..,,,, BUILD NG 2 - ELEVATIONS eldeelb.. N.. 04 P64 dm. 04 p.m o, MD A3.20 it 13 16 - -a+.-1, i- i TO 1 EAST ELEVATION r © 0 0 © ® 0 00 x•m it 1 ; kikk 11 �u 2 IWEST ELEVATION LIU 3 Ati SOUTH ELEVATION 5 NORTH ELEVATI ON tat 1.,l SPA SUBMITTAL 0411512022 m 11 0 0 Qz. 7.„ e 41v.4 „ Ommrm TM: BUILD NG 3- EL EVATONS KIM Ma. 26 4..CM bawd.: 61116.2.22 2 Km mot OR F1.11.66 CM Pr W +urO man N4 a.maw MAO KM Me A3.30 to to O T 0 Q $ © 7 8 O9 10 11 1Q 13 14 1Q 16 1Q I I -— j rtp I 1 1 1 L a+r L a -m L a• -s L a -a 1 a •-0. L a+v a+v a -v L I-- I ------I 9tEfl III I I ril TtJ1 _ r'�` 1 I -; I III I I I I I 1 1 11'I ...m.i l ek 1 'EAST ELEVATION 17 16 15 14 3 1? 71 10 Q8 (8� (7 T © 0 0 0 0 ., r 1 a c j .r j a o• a o 1 a.r 1 a a• a P 1 a• -r 1 a. > a.v a.o 1 a v 1 a• -a a.r 1 m.v If '10 D . ,. o I a i I I - - - _ .OEA R ''° .'fir 11 =��1 I II MID. Drat 2 1WEST ELEVATIO N E D C B • A CIGNI' 0 — (A (B' 10 ®E . r.,0 yr .r ,0,rr sr —-',MB-V" 0 ® -0 1 1 [ 1---T-'- 111 11 "1LL b L _ ---'''1.ae0 3 SO UTH ELEVA TION 4 NORTH ELEVATION EVAE: 1....1. 0. A uo erM k r .tca AIM SP A SUBMITTAL 04/15/2022 k-1 REt1R Rhhi �y [ a.M q .. BUIL D NG 4 - ELE VATIO NS wol nMo , 20,04910 RYN. EI R P .gnam, PI Fi ala MonMyr. CM On. w .11 OmW ONO A3.40 1 1 (1T 11 10 O O o o ® Q3 Q2 9 a r a r a r a P . r, 1 a• -r a+P T a• .P b' .P '- '. '. •. a'.P w.P a• -r w r r - + i 4 + # t + + + r t { _. _. ... _ T .O. F_6,,,51 .4,� 1 _1 , _—.` OF /[ k 1. t ' �II I; kill , : rn areo.4oa� r 1 ,NORTH ELEVATION 0 Q r'• 10 » 14 0mP ai G aP aP aP o- a- v.v e v- v I a' -P I i I I 1 _T.oT,,K6 I I 2 SOUTH ELEVATION OWE ,•. .a „u A 0 cod L — O O O B A e,.r r Leo P o P ..r Or, i CC, ,a .. I 1 - O. 05.50,r1. ,► I- - _- 1 I"r _ Jam. II —. -_ �._ - pYq�� _ _ r�vp ' ate �1 3 WEST ELEVATIO N 4 EAST ELEVATION . >. .EY E ,• .iPP ,Ew arxe t• •ac' SPA SUBMITTAL 04!15/2022 111 9! cabs W U rY W 2N W O NQ O O Qo 0 a. O� O e H O �� c Wo z O2 z O LLl a 0o� SR NTS C r. .� Drown of cnse ac a Dr. 555.1.1 5 A3.50 13 14 15 Q_ 4 4 7 4 4 4 Q Q Q Q Q Q Q .• .P er P ..P ...P N.P M .P j 1 1 1 {L —I -CVO 1 IR It P'c k 1 1 M _ s �V . .—_ I _ — - . 11I I'll __ • _ hl 'i �Iiu 1 TI Maofl,� _— -� I i i. ... I__ -----__. 94,_e, 1 NO RTH ELEVATION 2 SOUTH ELEVATION O © © O O 1 �•P O ® OgP© ©pP0 N• P N P q. P SW, K.P ,. 1 ` 1 _ _T O _.RATPN..A 1I I .r:::::12 .0.AG12 r V0 • 1 "A ""3" "3" 4 1 .1 . R1NIE 0. v._ A MMEDr — _ _ - — — ---— _ c aav f 3 WEST ELEVATION 4 EAST ELEVATION SPA SUB MITTAL 04/15/2022 10 13 14 15 1 Mil - l; L v; rah 11 y� y�y r €1111 Ore* ins 3511 01 NG B. ELEVATIONS 4/ 44/4 441 44 41 p, R:p N Yu da b: 0/1512!1! 1,4.,,ur Yr A,11a Nngc 015•4 11, 0,14441144 1114 01 01 440 .44 A3 .60 IRONWOOD COMMERCE CENTER - PHASE 2 OPA-LOCKA, FLORIDA LINK LOGISTICS RLCArchitects