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HomeMy WebLinkAbout07-23-15 CC Miami River SAP Info BinderAVA KOBI KARP ZONING. LAND USE AND ENVIRONMENTAL LAW JUNGLES Kimley>»Horn �``'! ° 1 BM ' MIIIa: ilf ill 11 t 11 4 ■ BERCOW RADELL & FERNAN DEZ C7NING, LAND USE ANJ p ENVIRONMENTAL LAW Direct: 305-377-6227 E-Mail: MTapanescWRZoningLaw.com VIA HAND DELIVERY April 30, 2015 Francisco Garcia, Director Department of Planning & Zoning City of Miami Riverside Center 444 SW 2nd Avenue, 4th Floor Miami, FL 33130-1910 Re: Miami River Special Area Plan (SAP): Executive Summary Dear Mr. Garcia: This law firm represents CG Miami River, LLC (the "Developer") the owner of the land bound on the north by the Miami River, on the south by SW 7th Street, on the east by SW 2nd Avenue, and on the west by SW 3rd Avenue in the City of Miami (the "City"). See Exhibit A, Properties List. The Developer and the City of Miami serve as co - applicants with respect to the instant application (collectively, the "Applicant"). Property. CG Miami River, LLC owns approximately 6.2 acres located at 257 SW 7 Street, 233 SW 7 Street, 244 SW 6 Street, 635 SW 3 Avenue, 243 SW 7 Street, 260 SW 6 Street, 242 SW 5 Street, 621 SW 3 Avenue, 224 SW 6 Street, 220 SW 6 Street, 501 SW 3 Avenue, 645 SW 3 Avenue, 252 SW 6 Street, 401 SW 3 Avenue, 253 SW 7 Street, 219 SW 7 Street, and 275 SW 6 Street, as well as three vacant parcels ("CG Parcels"). As previously indicated, these parcels are located within the bounds of the Miami River to the north, SW 7th Street to the south, SW 2nd Avenue to the east, and SW 3rd Avenue to the west. The City owns Jose Marti Park, located immediately northwest of the CG Parcels. Jose Marti Park extends northwest along the Miami River beginning on the north side of SW 3 Avenue and terminating at SW 2 Street. Currently, the northern portion of the CG Parcels contains an entertainment complex; the central portion contains some former warehouse structures; and the southern parcel contains residences, vacant land, and a former automotive or marine_ related structure. These structures contain an assortment of uses including bar/nightclubs (northern portion); a marine supply store/warehouse use (central SOUTHEAST FINANCIAL CENTER • 200 SOUTH BISCAYNE BOULEVARD, SUITE 850 • MIAMI, FLORIDA 33131 PHONE. 305.374.5300 • FAX. 305.377.6222 • WWW.BRZONINGLAW.COM Mr. Francisco Garcia April 30, 2015 Page 2 portion); an abandoned adult "megastore," a print shop, vacant land, and derelict residences (southern portion). These existing uses are all located adjacent to the recently updated Jose Marti Park and Gymnasium and a Publix supermarket to the west, and the SW 2 Avenue Bridge and Storage Mart to the east. The majority of the CG Parcels, with the exception of the two parcels abutting the Miami River, are designated "Restricted Commercial" by the Miami Comprehensive Neighborhood Plan, 2020 Future Land Use Plan Map ("FLUM"). The two riverfront parcels are designated as "Industrial" according to the FLUM, while Jose Marti Park is designated "Recreation." The FLUM also designates the CG Parcels as within the Little Havana Density Increase Area (RDIA). Consistent with the land use designations, the CG Parcels are zoned D3 Waterfront Industrial and T6-36B-O Urban Core, according to the Miami 21 Zoning Code ("Miami 21"). Jose Marti Park is zoned as CS Civic Space. Figure 1. Miami River SAP Area Proposed Development. Miami 21 contains specific provisions for the Special Area Plan ("SAP") process; a process which allows areas of more than nine (9) abutting acres to be master planned to allow greater integration of public improvements, infrastructure, and design. CG Miami River, along with the City as co -applicant, is requesting approval of an SAP to permit the CG Parcels to be developed in accordance with the proposed SAP design guidelines, regulatory plan, and Chapter 163 Development Agreement. More specifically, this will allow the Developer and the City to integrate the CG Parcels, public rights -of -way, and portions of Jose Marti Park into an SAP for the master -planning, designing, permitting and construction of public benefit improvements ("Miami River SAP"). See Figure 1. Miami River SAP Area, above. It should be noted that the City of Miami will continue to own all public lands, and that there will be no changes to the underlying land use or zoning as a result of inclusion the City's lands in the SAP. The Miami River SAP will consist of five (5) phases of development, which will include four approximately sixty -story towers, two three-story structures, and an active riverwalk public promenade. The Property will feature commercial, office, residential, and lodging uses, as well as recreational and commercial working waterfront uses. The BaRCOW RADELL e& FERNANDEZ ZONING LAND USE ANo E N V I Ft CJNM E N TAL LAW Mr. Francisco Garcia April 30, 2015 Page 3 centerpiece of project, however, will be the Miami River, public plazas, public riverwalk promenade, and Jose Marti Park. In total, the project will contain approximately 1,678 residential units, 330 lodging units, 66,541 square feet of office space, 330 hotel rooms, and 176,350 square feet of commercial. As previously indicated, the majority of the Property, is designated Restricted Commercial according to the FLUM. The Restricted Commercial land use designation permits residential density of up to a maximum of 150 dwelling units per acre. However, the Property is also located within the Little Havana Residential Density Increase Area, which permits residential density of up to a maximum of 200 dwelling units per acre, subject to the underlying zoning. A companion land use plan amendment will establish a new Residential Density Increase Area (RDIA) to permit the development of up to 400 dwelling units per acre within the portion of the CG Parcels designated Restricted Commercial land use on the FLUM. Notably, the existing underlying zoning district permits the proposed Floor Lot Ratio (FLR) and greater intensity than is proposed. Further, the proposed residential density increase will be compatible with the permitted densities both to the north and the east of the CG Parcels area, which allow densities of up to 1,000 and 500 dwelling units per acre, and transition to the Little Havana RDIA south of SW 7 Street, a major thoroughfare through the urban core. No changes are proposed to the Industrial and Port of Miami River FLUM designations. Proposed Benefits. The Miami River, Miami River Corridor, surrounding residents of the City, and the community -at -large will all greatly benefit from this project. Benefits can be categorized into three overarching categories: safety, activation, and public access. Safety. Although certain that this area has incredible potential, it is also true that this area is known for containing some unpleasant elements. The Miami River SAP proposal will supplant the existing assortment of questionable uses and transients with a sustainable, mixed -use neighborhood activated by residents, patrons, and visitors. The SAP will introduce coherent street furniture that includes street lighting along the riverwalk promenade from the SW 2 Avenue bridge through Jose Marti Park, and 24 hour uses such as residential and lodging units with the accompanying security. In addition, proposed public benefit improvements to I-95 and surrounding State and local roads will alleviate the existing background traffic conditions and significantly improve the surrounding transportation corridor. Together, these factors will transform this area into a safe, welcoming neighborhood. Activation. The project's focal point is the community access via the public riverwalk promenade. Each phase is designed to be unique and attractive from any vantage. Further, the Applicant is proposing to activate the riverfront with public access BERCOW RADELL & FERNAN DEZ ONING, N in USE ANo ENVI RG r i NTAL LAW Mr. Francisco Garcia April 30, 2015 Page 4 boats slips, commercial establishments, restaurants, and public gathering spaces, including an outdoor theater with wall -cast opportunity, roundabouts, and public art. Verdant landscaping including green roofs, cohesive hardscaping and street furniture, and public amenities will create a sense of place that residents, patrons and visitors will flock to, both by land and river. The unique working waterfront vistas will be enjoyed by boaters and pedestrian visitors alike, ultimately creating a new sense of vibrancy along the Miami River Corridor, and in this forgotten area abutting several public resources: Jose Marti Park, the City's Miami Riverside Center, the Miami River, and the SW 2 Avenue Bridge. Public Access. The Applicant is proposing a host of public improvements to the project area and its surroundings that will substantially improve existing conditions. These improvements include expanding existing public amenities and creating a new public riverwalk promenade which extends from the SW 2nd Avenue Bridge through Jose Marti Park. Improvement of existing amenities includes, for example, updating the riverwalk in Jose Marti Park, the renovation of the plaza and pool areas within Jose Marti Park, the extension of existing Miami River Corridor signage, and proposed landscaping (including legacy trees) and hardscaping. New amenities include the creation of streetscapes with pedestrian and cyclist access throughout the Miami River SAP, creation of a children's fountain and play area, and the creation of public gathering spaces along the Miami River. A draft list of proposed public benefits to accompany the Applicant's Chapter 163 Development Agreement has been included in this submittal. The cohesive design of the proposed public amenities and semi-public low-rise structures abutting the Miami River will create a sense of place for residents and visitors alike. Further, the Applicant seeks to encourage access of the project both by land and water. This includes significant improvements to the surrounding transportation infrastructure including 1-95, SW 7 Street, and SW 3 Avenue; the introduction of an additional access way and view corridor to the Miami River, through the center of the CG Parcels, currently referred to as "2.5 Avenue"; and the establishment of an on -site City of Miami Trolley stop. From the Miami River, the Applicant is proposing to permit public mooring access to the permitted slips within the project, which will provide boaters with direct access to the retail, restaurant, and riverwalk amenities immediately adjacent to the Miami River. The Applicant is also proposing a water taxi stop, which will provide residents, patrons and visitors without access to private watercraft an opportunity to access the project from the River and encourage transit from Bayside and Marlins Stadium. The project will become a destination which benefits the City's residents, civically, culturally and economically. Accordingly, we respectfully request the City's favorable review of the Miami River SAP and look forward to continuing to work with the City's administration to realize this public -private partnership that will help transform the City's urban core. BERCOW RADELL & FERNANDEZ ZQNJ ING, LA NI17 IJSE AIL EN V I RQN MENTAL LAW Mr. Francisco Garcia April 30, 2015 Page 5 Should you have any questions or comments, please do not hesitate to phone me at 305.377.6227. Very truly yours, Melissa Tapanes Llahues Enclosures cc: Ari Pearl Carli Koshal, Esq. BERCOW RADELL & FERNANDEZ ZONING, LAND USE AND ENVIRONMENTAL LAW Miami River SAP Team Responses to UDRB Conditions UDRB Conditions for Approval: Miami River SAP 1. City to review Traffic Study and confirm feasibility for the proposed amount of users. 2. The final design proposal incorporating significant historical features of Jose Marti Park shall be brought back to the UDRB. 3. Create a pedestrian plaza at pedestrian bridge on level 9 to enrich public use and improve relationship between the four buildings. 4. Study variation in height among the four towers to achieve a better permeability towards skyline as well as a more interesting design. Miami River SAP Team Responses 1. Traffic Study: City to review Traffic Study and confirm feasibility for the proposed amount of users The Applicant's Traffic Study methodology has been approved by the City, County and FDOT, and the Traffic Study has been submitted to the City, County and FDOT for review and approval. 2. Jose Marti Park: The final design proposal incorporating significant historical features of Jose Marti Park shall be brought back to the UDRB. In accordance with the City of Miami UDRB condition for Miami River SAP approval, CG Miami River shall return to present the final design proposal for enhancements to Jose Marti Park. CG Miami River and their team of design consultants will continue to coordinate with all relevant City of Miami departments and stakeholders including the Miami River Commission and the City of Miami Parks and Recreation Department. The final design of Jose Marti Park will acknowledge the rich cultural heritage of the East Little Havana neighborhood, along with preserved elements of the current park's homage to Jose Marti, as well as offer new spaces that integrate a diverse set of accessible and desirable programming, native and Cuban vegetation, and unique habitats. 3. Pedestrian Plaza 9th Level: Create a pedestrian plaza at pedestrian bridge on level 9 to enrich public use and improve relationship between the four buildings. Soaring with innovation, CG Miami River proposes an intersecting collection of pedestrian bridges connecting each of the four separate podium decks. Bridges connecting Phase 1 and 5, and the other linking Phase 3 and 4 converge 100' above the intersection of 6th Street and 2.5 Avenue creating over 6,000 ft2 of flying plaza for residents and visitors to enjoy. That's nearly 1,000 ft2 more space than the previous design bridge configuration. Planters with Florida native or relevant vegetation will focus zones of circulation and provide shade and intrigue throughout the structure. Benches and custom seat walls will allow guests the opportunity to pause, suspended at the nexus of the development's amenity deck. Chance encounters and scheduled meetings alike will occur just as they will on the street corners and cafes below. At the terminus of each bridge, the proposed lush textured vegetation spills out onto each respective terrace and unifies the entire collective podium. In continuation of the balconies below, several oculi will be carved out of the structure and provide unique apertures for viewing the streetscape below. Please refer to Exhibit A, which diagrams the proposed design, program, and circulation of the 9th Level Plaza for further clarification. 4. Building Heights and Skyline: Study variation in height among the four towers to achieve a better permeability towards skyline as well as a more interesting design. CG Miami River believes the current location and shape of the 4 towers provides a high skyline permeability and wide view corridors. The towers' twisted elliptical shape and the cube's rotated gesture relate directly to their height and provide an open view corridor. In addition, the juxtaposition of the three elliptical towers with the singular cube tower take a cue from the organic form of the Miami River and the Modern and Streamline expressions that have taken root amidst the grid of Miami's urban core. Currently, two of the towers' heights have been lowered in order to comply with the obstacle clearance surface established by the Federal Aviation Administration (FAA) and the Miami -Dade Aviation Department (MDAD). Modifying these relationships further would void the design intent of the towers. 0 C=I 0 0 EXHIBIT A ED' P1 P1 UILDING EDGE BELOW C Z Z 3 PEDESTRIAN CIRCULATION Ei GATHERING AREA OCULUS LOCATIONS POTENTIAL SEATING AREA I PLANTERS LEVEL 9 APRIL 30, 2014 32 JUNGLES FENCE BUST OF JOSE MARTI EXERCISE AREA "SEMBRAR" MEMORIAL WALL NON-FUNCTIONING WATER FEATURE CHILDREN'S PLAY AREA COMMUNITY CENTER POOL AREA + BUILDINGS STUCCO FACADE RIVERWALK I I, ■ EXISTING FEATURES i 1 3 4 LAWN LOGGIA RESTROOMS + CONCESSION STAND (NO PUBLIC ACCESS) 0' 15' 30' 60' SCALE: 1 "=30' N� JOSE MARTI PARK EXISTING FEATURES CUBAN PALM GROVE BUST OF JOSE MARTI EXERCISE AREA "SEMBRAR" MEMORIAL WALL CHILDREN'S PLAY AREA tJ NEW FOUNTAINS COMMUNITY CENTER POOL AREA + BUILDINGS KEYSTONE FACADE GAME AREA RIVERWALK ■ ■ EXISTING TO REMAIN EXISTING TO BE RELOCATED EXISTING TO BE IMPROVED ADDITIONAL HISTORICAL/CULTURAL RELEVANCE 1 n 2 • 15' min LAWN RESTROOMS MAHOGANY TREE 0' 15' 30' 60' SCALE: 1 "=30' JOSE MARTI PARK PROPOSED AND RETAINED FEATURES Future Land Use Map Excerpt Miami 21 Excerpt SPECIAL AREA PLAN APPLICATION Please refer to Articles 3.9 of the Miami Code for Special Area Plans information. 1. Project name: Miami River SAP 2. Applicant(s): CG Miami River, l I C & City of Miami 3. Subject property address(es) and folio number(s): See Exhibit A 4. One (1) original survey dated within six (6) months from the date of application prepared by a State of Florida registered land surveyor. 5. One (1) original 24x36" plan, signed and sealed by a State of Florida registered architect or engineer showing property boundaries and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. 6. After Hearing Boards, Public Works, Zoning and Planning initial and date the plans, 11x17" copies of the original plan, including the survey, to be incorporated in the Special Area Plan binders. 7. After final City Commission approval, submittal of all documents in "InDesign" software. 8. Current Zoning Referral and Write -Up signed by the Office of Zoning designee. 9. A clear and legible copy of the recorded warranty deed and tax forms of the most current year showing the present owner(s) and legal description of the property to match the legal description on the survey. 10. A clear and legible copy of the subject property address(es) and legal description(s) on a separate sheet, labeled as "Exhibit A", to match with the current survey's legal description. 11. At least two photographs showing the entire property showing land and improvements. 12. Copy of the lobbyist registration processed by the Office of the City Clerk, if applicable. 13. Affidavit of Authority to Act and the Disclosure of Ownership of all owner —and contract purchasers, if applicable —of the subject property. 14. For all corporations and partnerships indicated: a) Articles of Incorporation; b) Certificate from Tallahassee showing good standing, less than one (1) year old; c) Corporate Resolution or a Power of Attorney signed by the secretary of the Corporation authorizing the person who signed the application to do so; d) Non-profit organizations: A list of Board of Directors less than one (1) year old. 15. Certified list of owners of real estate within 500 feet of the subject property. 16. Original Disclosure of Consideration Provided or Committed for Agreement to Support or Withhold Objection Affidavit. 17. Original Public School Concurrency Management System Entered Requirements form. 18. The subject property(ies) cannot have any open code enforcement/lien violations. Rev. 07-2013 3 SPECIAL AREA PLAN APPLICATION 19. What is the acreage of the project/property site? 10.2 Acres 20. What is the purpose of this application/nature of proposed use? Mixed use: commercial. office, residential, and lodging 21. Is the property within the boundaries of a historic site, historic district or archeological zone? Please contact the Planning and Zoning Department on the 3rd Floor for information. 22. Is the property within the boundaries of an Environmental Preservation District? Please contact the Planning and Zoning Department on the 3rd Floor for information. No 23. What would be the anticipated duration of the presentation in front of the: a Planning, Zoning and Appeals Board 30 min. and/or City Commission 30 min. 24. An executed Traffic Sufficiency Letter from the City of Miami's traffic consultant. 25. Maps showing the adopted comprehensive plan and existing zoning designations of the area. 26. General location map showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project. 27. Concept Plan: a) Site plan and relevant information. b) Relationships to surrounding existing and proposed uses and activities, systems and facilities. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, rezonings or exemptions. 28. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). 29. Twenty (20) Special Area Plan books —including one original —containing 8Y2x11" copies of the above documents, including this application and any other pertinent documents. 30. One (1) electronic copy of every document included in the book, individually scanned in ".pdf' form. For example: 1) Outside Cover; 2) Inside Cover; 3) Table of Contents; etc. 31. Cost of processing according to Section 62-22 of the Miami City Code*: a. Special Area Plan (SAP) per acre b. Advertising (SAP) c. Development Agreement (for City Commission) d. Advertising (Development Agreement) e. School Concurrency Processing f. Mail notice fee per notice g. Meeting package mailing fee per package h. Traffic Study (separate check) $ 5,000.00 $ 1,500.00 $ 2,500.00 $ 1,500.00 $ 150.00 $ 4.50 $ 6.00 $ 6,000.00 *Fees over $25, 000.00, shall be paid in the form of a certified check, cashier's check, or money order. Rev. 07-2013 4 SPEaIAL AREA PLAN ppuc1'oN Downtown Development of Regional Impact fee, Southeast Overtown Park West Development of Regional Impact fee and Public School Concurrerrcy fee may apply. Please contact the Planning and Zoning Department once development program is finalized. Signature Name Ari Pearl Telephone (305) 747-6408 STATE OF FLORIDA -- COUNTY OF MIAMI-DADE Address 2915 Biscayne Boulevard #300 Miami, FL 33137 E-mail ari.pearl@gmail.com The foregoing wqs ac owled�ed before me this a CA day of VN 20_ I , by Jv, who is a(n) individual/partner/agent/ oration of (,- µ.t`, d.4 rat. L a{n) individual/partnership/corporationlief he is p sonally nown : me or who has produced _ as identification and who did (did no (Stamp) 't hI A,/ � , JEANINE RCDRIGUEZ ° Notary Public - State of Florida My Comm. Expires Jan 14, 2017 FOF FI�P' Commission # EE 836768 Rev. 07-2013 5 SPEPL AREA PLAN APPLICATION AFFIDAVIT OF AUTHORITY TO ACT Before me this day, the undersigned personally appeared Ari Pearl , who being by me first deposes and says: 1. That he/she is the owner or the legal representative of the owner, submitting the public hearing application as required by the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as listed on the foregoing pages. 2. That all owners who he/she represents, if any, have given his/her full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the foregoing petition, IJ including or 0 not including responses to day to day staff inquires. 3. That the foregoing and following pages are part of this affidavit and contain the current names, mailing addresses, telephone numbers and legal descriptions of the real property of which he/she is the owner or legal representative. 4. That the facts, as represented in the application and documents submitted in conjunction with this affidavit, are true and correct. Further Affiiant sayeth not. Ari Pearl /{ t(s) Signature Name Appli gnatur e STATE OF FLORIDA — COUNTY OF MIAMI-DADE The foregoing was ackn ledgecj before me this _ day of 20 k , by i(i who is a(n) indivlduaI/partn+erlagenticor oration o i River, LLC a(n) Individual/partnership/corporation. (4/She is rsonall k to me or who has produced as identification and who did (di no take an oath. (Stamp) ,,"B,i JEANINE RODRIGUEZ YPV fc•`. ? Notary Public - State of Florida My Comm. Expires Jan 14, 2017 . Commission # EE 835768 r Rev. 07-2013 G SPEPL AREA PLAN npPucnnora DISCLOSURE OF OWNERSHIP 1. List the owner(s) of the subject property and percentage of ownership. Note: The Miami City Code requires disclosure of all parties having a financial interest, either direct or indirect, with respect to a presentation, request or petition, Accordingly, disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their address(es) and proportionate interest are required. Please supply additional lists, if necessary. Owner's Name(es) CG MiarniBiver. LLC Percentage of Ownership 100% Subject Property Address(es) Attached as Exhibit A 2. List all street address(es) and legal description(s) of any property located within 500 feet of the subject property owned by any and all parties listed in question #1 above. Please supply additional lists, if necessary. Street Address(es): Legal Description(s): NIA Ari Pearl Owner(s) or Attorney Name Owner(s) or Attorney Signature STATE OF FLORIDA -- COUNTY OF MIAMI-DADE The foregoing was acknowledged before me this 9 day of 20 q. , by Qs q [ who is a(n) indlvldual/partner/agentic. 'oration of Miami River, LLC a(n) individual/partnership/corporation. M..he i perso alri ly kno o me or who has produced as identification and who did (ditI- an oath, (Ste 4 00'4' : JEANINE RODRIGUEZ Notary Public - State of Florida s My Comm. Expires Jan 14, 2017 ;o,;ti Commission # EE 836768 Sig nature Rev. 07-2013 7 SPECIAL AREA PLAN CHECKLIST Reviewer Name CG Miami River, LLC and City of Miami Applicant Name Miami River SAP; See Exhibit A Project Name and Address Review Date Melissa Tapanes Llahues: 305-374-5300 Contact Information ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ N/A ❑Yes CI No ❑NIA ❑Yes No ❑NIA ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ N/A CI Yes ❑No ❑NIA ❑Yes ❑No ❑NIA ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ NIA ❑Yes ❑No ❑NIA ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No ❑ N/A ❑Yes No ❑NIA ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ N/A ❑ Yes ❑No ❑N/A ❑Yes ❑No ❑NIA ❑ Yes ❑ No ❑ NIA CI Yes ❑ No ❑ NIA ❑Yes ❑No ❑NIA ❑ Yes ❑ No ❑ NIA One original survey dated within six months of application, with building baseline established by the Department of Public Works One original plan signed by all departments (HB, PW, Z & P) 11x17" copies of the plans and survey to be incorporated in the binders Current Zoning Referral Zoning Write -Up, which includes the pre -application meeting comments One (1) copy of Recorded Deed (legal description on Deed must match legal description on survey) "Exhibit A", legal description must match survey and Deed Current photos, two (2) minimum, showing the entire property Proposed Development Agreement (Artio[e 3.9.1 Miami 21 Code) Other documents as determined by the Planning and Zoning Department; i.e., development agreement with all relevant attachments Proof of Lobbyist Registration Affidavit of Authority to Act Disclosure of Ownership of all owners Disclosure of all contract purchasers Certificate of Status from Tallahassee dated within 1 year of application for Profit and Non-profit owners and contract purchasers Corporate Res. or Power of Atty. from all owners or Board of Directors Corp. Res. or Power of Atty. from all contract purchasers Non -profits: List of Board of Directors (owners) Non -profits: List of Board of Directors (contract purchasers) Certified list of adjacent owners within 500 feet Disclosure of Agreement to Support or Withhold Objection Public School Concurrency Code Enforcement violation(s) All property addresses subject to this request listed All questions answered Paid receipt ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ NIA ❑ Yes ❑ No ❑ N/A ❑ Yes Cl No ❑ N/A ❑ Yes ❑ No ❑ N/A ❑Yes ❑No ❑NIA ❑ Yes ❑ No ❑ NIA ❑Yes ❑No ❑NIA Traffic Sufficiency Letter Current Land Use Map Current Zoning Atlas General location map Concept Plan Development Impact Study Original Special Area Plan binder containing all information above 20 copies of Special Area Plan binders containing pertinent information above CD of PDF files all documents in the binder 1, Ari PAarj , authorize any refund to be issued to CG Miami River LLC Attn: Ari Pearl, 1220 Ocean Drive, Miami Beach, FL 33139 (Name and Complete Address). *If any information/documentation required above is missing, application is not accepted and all documents are returned to the applicant. If all required information/documentation is presented, date stamp and initial the application. Rev. 07-2013 10 Miami River SAP List of Addresses and Folios for Entire SAP Area Folio Number Address 102040001090 257 SW 7 ST 102040001110 243 SW 7 ST 102030801070 102040001130 219 SW 7 ST 102040001020 224 SW 6 ST 102030801011 501 SW 3 AVE 102040001120 233 SW 7 ST 102030801010 242 SW 5 ST 102040001010 220 SW 6 ST 102020801180 428 SW 3 AVE 141380490030 401 SW 3 AVE 102040001040 252 SW 6 ST 102000106140 243 SW 4 AVE 141380490090 255 SW SOUTH RIVER DR 102040001060 645 SW 3 AVE 102040001030 244 SW 6 ST 141380490050 330 SW SOUTH RIVER DR 141380490070 353 SW 4 ST 102040001080 621 SW 3 AVE 102040001050 260 SW 6 ST 102030801040 102030801080 141380490010 201 SW 4 AVE 141380490020 315 SW 4 ST 102030801020 275 SW 6 ST 102040001070 635 SW 3 AVE 102040001100 253 SW 7 ST Miami River Disclosure of Interest 201, 220, 224, 244, 252, 260, 261, 269, 275 SW 6 Street; 401 SW 3 Ave; 511, 621, 635, 645 SW 3 Ave; 242 SW 5 Street; 219, 233, 243, 253, 257 SW 7 Street 100% Owner CG Miami River, LLC 100% Owner CG Miami River Mezz, LLC 100% Owner Miami RiverJV LLC 66.67% MC Miami River LLC Meyer and Joseph Chetrit 2915 Biscayne Blvd, Ste 300 Miami FL 33137 33.33% JDS Miami River LLC Michael Stern 104 Fifth Ave, 9th Fir New York, NY 10011 State of Florida Department of State I certify from the records of this office that CG MIAMI RIVER LLC is a Delaware limited liability company authorized to transact business in the State of Florida, qualified on June 27, 2014. The document number of this limited liability company is M14000004596. I further certify that said limited liability company has paid all fees due this office through December 31, 2014, and its status is active. I further certify that said limited liability company has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Thirtieth day of June, 2014 Zei% Secretary of State Authentication ID: CU6620907965 To authenticate this certificate,visit the following site,enter this ID, and then follow the instructions displayed. httpsa/etilesunbiz.orgicertauthver.html FLORIDA DEPARTMENT OF STATE Division of Corporations June 30, 2014 CSC EMILY GRAY Qualification documents for CG MIAMI RIVER LLC were filed on June 27, 2014, and assigned document number M14000004596. Please refer to this number whenever corresponding with this office. Your limited liability company is authorized to transact business in Florida as of the file date. To maintain "active" status with the Division of Corporations, an annual report must be filed yearly between January 1st and May 1st beginning in the year following the file date or effective date indicated above, If the annual report is not filed by May 1st, a $400 late fee will be added. A Federal Employer Identification Number (FEI/EIN) will be required when this report is filed. Contact the IRS at 1-800-829-4933 for an SS-4 form or go to www.irs.gov. Please notify this office if the limited liability company address changes. Should you have any questions regarding this matter, please contact this office at the address given below. Karen A Saly Regulatory Specialist II Regulatory/Qualification Section Division of Corporations Account number: I20000000195 Letter Number: 014A00014105 Amount charged: 125.00 www.sunbiz.org Division of Corporations - P.O. BOX 6327 -Tallahassee, Florida 32314 COVER LETTER TO: Registration Section Division of Corporations SUBJECT: CG MIAMI RIVER LLC Name of Limited Liability Company The enclosed "Application by Foreign Limited Liability Company for Authorization to Transact Business in Florida," Certificate of Existence, and check are submitted to register the above referenced foreign limited liability company to transact business in Florida.. Please return all correspondence concerning this matter to the following OREN LIEBER, ESQ. Nome of Person RITTER ZARETSKY LIEBER & JAIME, LLP Firm/Company 2915 BISCAYNE BLVD., SUITE 300 Address MIAMI, FLORIDA 33137 City/State and Zip Code OLIEBER©RZLLAW.COM E-ma) addrew (to 6a used for future annual report notiircauon) For further tnformahon concerning this matter, please call: OREN LIEBER Name of Contact Person MAILING ADDRESS: Division of Corporations Registration Section P.O. Box 6327 Tallahassee, FL 32314 at ( 305 ] 372-0933 Area Code Daytime Telephone Number STREET ADDRESS; Division of Corporations Registration Section Clifton Building 2661 Executive Center Circle Tallahassee, FL32301 Enclosed is a check for the following amount 0 $125.00 Filing Fee I] $130.00 Filing Fee & 0 $155.00 Filing Fee & 0 $160,00 Filing Fee, Certificate Certificate of Status Certified Copy of Status & Certified Copy APPLICATION BY FOREIGN LIMITED LIABILITY COMPANY FOR AUTHORIZATION TO TRANSACT BUSINESS IN FLORIDA IN COMPLIANCE 1ITIHSECTION 605.0902, FLORIDA STATUTES, THE FOLLOWING IS SEISM LLED m .REGISTER A FORIIGNLIMEEDLIAIMITYCOMPANY Tt7MN5ACTBU,SD SSWTHESIA,TEOFFF_ORIDA 1 CG MIAMI RIVER LLC (Name ofFormgn Limited Liabili y Company; must include "Lunged Liability Company," "L.L.C.," or 'LLC,"1 (If mane unavailable, enter alternate name adopted far the purpose of transuding business In Florida The alternate narnc must mdude "Limited Liability Company,"' L.t—C." or"LLC.") 4. DELAWARE 3 LA -12 I b 4 2 F (3unsdiction under the law ofwmctt foreign limited liability (FE1 number, if applicab)cl company is organized) (Date first transdcled business rn Florida, if prior to rcgrstrauon.l (Set sections 605.494 & 605,0405, F.S. to determine penalty liability} $ 2915 Biscayne Blvd., Suite 300 Miami, Florida 33137 (Street Address of Principal Office) 6. 2915 Biscayne Blvd., Suite 300 ��:. -i •.}"`�`. r Miami, Florida 33137 (Mailing Address) r � 7. The dame, title or capacity and address of the person(s) who has/have authority to manage is/are: MEYER CHETRIT, MANAGER CIO OREN LIEBER, ESQ., 2915 BISCAYNE BLVD., SUITE 300 MIAMI, FLORIDA 33137 8. Attached is an onginal certificate of existence, no more than 90 days old, duly authenticated by the official having custody of records in the Junsdiction under the law of which it is organized. (A photocopy is not acceptable. If the certificate is rn a foreign language, a translation of the certificate under oath of the translator must be submitted) Signature of an authorized person Oa actardance with section 60S 0203, FS., the execution of this document constitutes an affirm&aan minor the penalties of pavary dta( the facts stand Latin arc fruc, asp aware that any false mfarmatson svbtntned rn o dotuntcnt to the Denartnunt of Stair coosissutes a thud acpre felony as provided for m s.1317.155, FS.) OREN LIEBER Typed or printed name of signee CERTIFICATE OF DESIGNATION OF REGISTERED AGENT/REGISTERED OFFICE PURSUANT TO THE PROVISIONS OF SECTION 605.0113 or 605.0902 (1)(d), FLORIDA STATUTES, ME UNDERSIGNED LIMITED LIABILITY COMPANY SUBMJ 1 S THE FOLLOWING STATEMENT TO DESIGNATE A REGISTERED OFFICE AND REGIS1.E,RED AGENT IN THE STATE OF FLORIDA. 1. The name of the Limited Liability Company is: CG MIAMI RIVER LLC If unavailable, the alternate to be used in the state of Florida is: 2. The name and the Florida street address of the registered agent and office are: OREN LIEBER, ESQ. (Name) 2915 BISCAYNE BLVD., SUITE 300 MIAMI Florida Street Address (P.O, Ba.x NOT ACCEPTAEE) FL 33137 City/State/Zip Having been nanred as registered agent and to accept service ofprocess for the above stated liability company at the place designated in this certificate, I hereby accept the appointment as registered agent and agree to act in this capacity. ffiwther agree to comply with the provisions of all statutes relating to the proper and complete peifonnance °fin), duties, and I am familiar with and accept the obligations °flu position as registered agent as provided for in Chapter 605, Florida Statutes. (Signature) S100.00 Filhtg Fee for Application $ 25.00 Designation of Registered Agent S 30.00 Certified Copy (optional) $ 5.00 Certificate of Status (optional) tTDe&ware The First Stu to PAGE I X, JEFF REY W. BULLOCK, SECRETARY OF STATE 0l THE ' STATE OF DELAWARE, DO HEREBY CERTIFY "CG MIAUX RIVER LLC" IS DULY FORMED UNDER TUE .LAWS OF THE STATE OF DELAWARE AND IS IN GOOD •STAZ DING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS 01 LCE SHOW, As OF THE EIGHTEENTH DAY OF JUNE, A.D. 2014. AND X DO AEP.EBY rvHTHER CERTIFY TEAT THE SAID "CG - MIAMI RIVER LLC " WAS FORMED ON THE EXGH7 I TH DAY OF JU.NE, A.D. 2014. AND I DO HEREBY Z uXTHER CERTIFY THAT THE ANNUAL TAXES HAVE NOT BEEN ASSESSED TO DATE_ 5553768 8300 14085398E Yau may verify thJa cettificete online 3t caxp.dalawara.gov/Authvar,shtml Je1Crey W Butlotk. Secretary oistate AUTHENTION_ 1464618 DATE: 0 6-18-1 4 Delaware 2Fte First State I, JEF REY W. BULLOCK, SECRETARY OE' STATE OF THE -STATE OF DELAWARE, DO HEREBY c,•ifiiTIF'Y "CG 1d7AMI RIVER ,TALC" IS DULY FORMED UNDER TEE LAWS OF THE STATE OF DELAWARE AND .IS IN GOAD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW As OF THE EIGHTEENTH DAY OF DUNE, A.D. 2014. AND I DO HEREBY 2,'utcTBER CERTIFY THAT THE SAID rrCG , B IAMZ RIVER LLCr' WAS FORMED ON T23E EIGHTEENTH DAY OF ,.TUNE, A.D. 2014. AND I DO HEREBY FURY ll R CERTIFY THAT Tag ANNUAL TAXES HAVE NOT BEEN ASSESSED TO DATE. 5553768 8300 140853986 You may verify this cartificata online at cpxp, dalaxara, gov/authvar.ahtml Jeffrey W 6ulfack Secm[ary of Smote AUTHEN TC TION: 1464618 DATE: 06-18-1 4 Delaware die First State PAGE I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND . CORRECT COPY OF THE CERTIFICATE OF FORMATION OF "CG MIAMI RIVER LLC", FILED IN THIS OFFICE ON THE EIGHTEENTH DAY OF JUNE, A.D. 2014, AT 1:16 O'CLOCK P_M. 5553768 8100 140852663 You may verify this certificate online at Corp.delaware.gov/authver.shtinl Jeffrey Bullock, Secretary of State AUTHENTSTCATION: 1463798 DATE: . 06-18-14 State of Delaware Secretary of State Division of -Corporations Delivered 01:37 PM 06/18/2014 P,rLED 01:16 PM 06/18/2014 SRV 140852663 - 5553768 FILE' CERTIFICATE OF FORMATION OF CG MIAMT RIVER LLC 1. The name of the limited liability company is CG MIANII RIVER'LLC 2. The address if its registered office in the State of Delaware is 2711 Centerville Road, Suite 400, in the City of Wilmington 19808, County of New Castle. The name of its registered agent at such address is Corporation Service Company. IN WITNESS WHEREOF, the undersigned has executed this Certificate of Formation of CG MIAMI RIVER LLC this 18th day of June, 2014. Josh Graff Organizer Delaware Tile First State PAGE 1 If JEFFREY W. BULLOCK, SECRETARY OF STATE OF TUE STATE OF DEZAWARE, DO HEREBY CERTIFY "CG MIAMI RIVER LLC" IS DULY FORMED UNDER THE LAWS aF THE STAVE OF DELLAWARE AND IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF THE EIGHTEENTH DAY OF JUKE, A.D. 2014. AND I DO HEREBY FURTHER CERTIFY THAT TEE SAID "CCU MIAM1 RIVER LLC" WAS FORMED ON THE EIGHTEENTH DAY OF JVNE, A.D. 2014. AND I DO EEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES RAVE NOT BEEN ASSESSED TO DATE. 5553768 8300 140853986 You may verity this certificate online at carp.delaware.gavieothvaz.ahtam.l. Jeffrey W Bullock, Secretary of State AUTHEN TION: 14 64 618 DATE: 06-18-14 POWER OF ATTORNEY AFFIDAVIT STATE OF F COUNTY OF I, 9p-V 1 , being duly sworn and deposed say that I am on the board of directors of CG Miami River, LLC, the entity which owns the real property described in Exhibit A, attached. The CG Miami River, LLC board of directors is aware of the nature and effect of the Special Area Plan Application relative to the subject property, and hereby authorizes Ari Pearl to be our representative before the City of Miami for this application. f\ti NAME (and Title, if applicable) SIGNATURE Sworn to and subscribed before me this 9N91 day of ` , 20 C. The foregoing instrument was acknowledged before me by of CG Miami River, LLC who has produced as identification and/or is ersonally know3io me and who did/did not take an oath. NOTARY SEAL OR STAMP: My Commission Expires: OTARY P " BLIC PRINT NAME JEANINE RODRIGUEZ Notary Pubile • State of Florir. My Comm. Expires Jan 14, 201 r CommissloR # EE 836768 • CITY OFMIAMI DISCLOSURE OF CONSIDERATION PROVIDED OR COMMITTED FOR AGREEMENT TO SUPPORT OR WITHHOLD OBJECTION The City of Miami requires any person or entity requesting approval relief or other action from the City Commission or any of its boards, authorities, agencies, councils or committees, to disclose at the commencement (or continuance) of the hearing(s) on the issue, any consideration provided or committed, directly or on its behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action. "Consideration" includes any gift, payment, contribution, donation, fee, commission, promise or grant of any money, property, service, credit or financial assistance of any kind or value, whether direct or implied, or any promise or agreement to provide any of the foregoing in the future. Individuals retained or employed by a principal as a lobbyist as defined in Sec. 2-653, and appearing before the City Commission or any of its boards, authorities, agencies, councils or committees solely in the capacity of a lobbyist and not as the applicant, or owners' legal representative are not required to fill out this form. NAME: Ari Pearl (First Name) (Middle) (Last Name) HOME ADDRESS: 2915 Biscayne Blvd, Ste 300 CITY: (Address Line 1) Miami, FL 33137 (Address Line 2) Miami STATE: Florida ZIP: 33137 HOME PHONE: CELL PHONE: FAX: EMAIL: BUSSINESS or APPLICANT or ENTITY NAME CG Miami River, LLC BUSINESS ADDRESS: 2915 Biscayne Blvd, Ste 300 (Address Line 1) Miami, FL 33137 (Address Line 2) 1. Please describe the issue for which you are seeking approval, relief or other action from the City Commission, board, authority, agency, council, or committee. Review and approval related to Future Land Use Map amendment and Special Area Plan for Miami River SAP 2. Has any consideration been provided or committed, directly or on your behalf, to any entity or person for an agreement to support or withhold objection to the requested approval, relief or action? YES 0 NO If your answer to Question 2 is No, do not answer questions 3, 4 & 5 proceed to read and execute the Acknowledgment. If your answer to Question 2 is Yes, please answer questions 3, 4 & 5 and read and execute the Acknowledgement. Doc. No.:86543 3. Please provide the name, address and phone number of the person(s) or entities to whom consideration has been provided or committed. Name Address Phone# a. b. c. * Additional names can be placed on a separate page attached to this form. 4. Please describe the nature of the consideration. 5. Describe what is being requested in exchange for the consideration. I hereby acknowledge Ordinance 12918 or civil penalties disclosure requirement PERSON SUBMITTING ACKNOWLEDGEMENT that it is unlawful to employ any and such circumvention shall be deemed that may be imposed under the City was not fully and timely satisfied 1. the application or order, as applicable, effect; and 2. no application from any person considered by the applicable board(s) nullification of the application or order. DISCLOSURE: OF COMPLIANCE device, scheme or artifice to circumvent the disclosure requirements of a violation of the Ordinance; and that in addition to the criminal Code, upon determination by the City Commission that the foregoing the following may occur: shall be deemed void without further force or or entity for the same issue shall be reviewed or until expiration of a period of one year after the .ass e' .2'---_ Signature Ari Pearl and subscribed before me this (- Print Name Sworn to instrument day of ✓. , 200 -c . The foregoing was acknowledged before me by as identification ; who has , produced and/or is ersonally know me and who did/did not take an oath. STATE OF FLORIDA CITY OF MY CO EXPIRE'. 1 Enclosure(s V '... .!. <, o, JEANINE * ea *c -`- Notary Public - State of Florida - v, iii JQ My Comm. EYrires Jan 14, 2017 Nota 2;oac°o-‘' Comc,' cc 836768 """" Print Name /..-cr":s Doc. No.:86543 Page 2 City of Miami Public School Concurrency Concurrency Management System Entered Requirements Applicant Fields Information Application Type Public Hearing Application Sub -Type Large Scale - CRC Review Application Name * CG Miami River, LLC Application Phone * 305-377-6227 Application Email * mtapanes@brzoninglaw.com Application Address * see attached Contact Fields Information Contact Name * Melissa Tapanes Llahues Contact Phone * 305 377 6227 Contact Email * mtapanes@brzoninglaw.cam Local Govt. Name City of Miami Local Govt. Phone 305-416-140D Local Govt. Email GDGav a,ci.miami.fl.us Local Govt. App. Number {OFFICIAL USE ONLY) Property Fields Information Master Folio Number * see attached Additional Folio Number Total Acreage * 4.83 Proposed Land Use/Zoning * High Density Multifamily Residential Single -Family Detached Units * 0 Single -Family Attached Units (Duplex) * 0 Multi -Family Units * 1,678 r Total # of Units * 1,711 (including suites hotel units) Redevelopment Information (MUSPs) - Re -development applications are for those vacant sites for which a local government has provided vested rights; or for an already improved property which does not have to be re -platted as deemed by the local government. The number of units to be input into the CMS is the net difference between the existing vested number of units and the newly proposed number of units. Example: on existing 20-unit structure will be torn down for redevelopment. The newly proposed development calls for 40 total units. Local government shall input 20 units in the CMS (net difference between the 20 units vested less the newly proposed 4 units). Required Fields for Application Melissa Tapanes Llahues, Attorney for CG Miami River, LLC Owner(s)/Attorney/Applicant Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Appl icant,Kignature day of Ij 20 \ by who is a(n) individual/partner/agent/corporation of C individual/partnership/c_orporat o . He/S.hg_is personally kno as identification and who did (did not) take an oath. The foregoing was acknowledged before me this has produced Notary Public State of Florida Ana Hernandez A My Commission FF 218772 e r, "tog' Expires 04/29/2019 e or Signature Miami River School Concurrency Request Folio Number Address 102030801040 102040001030 244 SW 6 ST 102040001010 220 SW 6 ST 102040001070 635 SW 3 AVE 102040001050 260 SW 6 ST 102040001130 219 SW 7 ST 102030801080 102030801020 275 SW 6 ST 102040001110 243 SW 7 ST 102040001060 645 SW 3 AVE 102040001090 257 SW 7 ST 102040001040 252 SW 6 ST 102040001080 621 SW 3 AVE 102030801011 501 SW 3 AVE 102030801070 102040001120 233 SW 7 ST 102040001100 253 SW 7 ST 102040001020 224 SW 6 ST Miami River SAP List of Addresses and Folios for Entire SAP Area Folio Number Address 102040001090 257 SW 7 ST 102040001110 243 SW 7 ST 102030801070 102040001130 219 SW 7 ST 102040001020 224 SW 6 ST 102030801011 501 SW 3 AVE 102040001120 233 SW 7 ST 102030801010 242 SW 5 ST 102040001010 220 SW 6 ST 102020801180 428 SW 3 AVE 141380490030 401 SW 3 AVE 102040001040 252 SW 6 ST 102000106140 243 SW 4 AVE 141380490090 255 SW SOUTH RIVER DR 102040001060 645 SW 3 AVE 102040001030 244 SW 6 ST 141380490050 330 SW SOUTH RIVER DR 141380490070 353 SW 4 ST 102040001080 621 SW 3 AVE 102040001050 260 SW 6 ST 102030801040 102030801080 141380490010 201 SW 4 AVE 141380490020 315 SW 4 ST 102030801020 275 SW 6 ST 102040001070 635 SW 3 AVE 102040001100 253 SW 7 ST Miami River SAP Exhibit A: Legal Description of Properties PARCEL 1: Conn i ertei u B tit the N ortl cum et, o f L of ? H10& _lt South is the City of Mimi. mi. FI o rkdn. o c card in g w die ?tar al mot' motded in plat Book "S ", ot Pate 41, of tlic NJ-Mit Record; of ?Ai om,-Dade t?n.tnl►-. Merida; rorrniog tlmtcc East along thr South Roo afSniharmot Fti1b Street in said C1 ty ptaoduxxd 1=a4t to Its inicr .ctlon with the tow vniber Imo of Ow twliEnni act. nmrong ON= 5outiycEsta]y m candurisig below wntrr lino of said Fiver la the point where the ant 'line of Lot 13 of mild Block 31[ South produced North i oiersccts /yih =id low wilier line. tattling thence South In Llic East . ner of Lot 1 of ;aid flock 38 Saucb, t :naing thence Nordweesar:rly along i1 clot Iitxq of said Let, 1 and csfsorid Hock Ali Sauna to the mint err place 4fbcginning. also fubme,,od land lying betwcar the above disc ilbed property card the charnel ofthr Mimi RivcT -AND Lots 1,2,3.-4 ;o.afi, to tic Nrtrrhtporticm OnaFoci,3B South, Ciiy orMimtti, County orMimrti-Dolt, Stoical Florida, aeaoulinn to the Phu th f Tenn -lied in PlotBoot "S".ut Page41.ofthePtthleRecatdsofMituni-Th e County.. Florida. PAKCE L. Il; P mul 1: Lots 1'_. U. 14 OM 15, in Block 38 South, ofMup orMitritti blade Cu..Flii,ur..:onniing to the Flank thereo A rrzcu ded iu Fire Book" r. Eat Papc41. of the I*tthlit Record ofMiflmt-Dade Conan), Phonon. LESS. -OUT LE GAL D£SCR]PT]ON; Thar preorL.41 15. Block 31S South, of Mao of Miami Dude C9u ity. fia..orworihng to ilie irkthew( a.rcoo,dcslSri Plus Boot "8".at tfapr41, ofthc P ublic Records t+rMiami-Taadt County. Florida, in Sectioi, 3g, Toww hap 54 South, Runee41 Fast, MORE PAILI TCULARLY DESCRIBED AS FOLLOWS; Commence at CbeSontttwesrcooler of Lot t2 Mork 311South. ortbidMap ofMiauffDade County, Floridg almgnceBald bdurxlmy4rsaid Lot r 2 mid a]tnip the Smith tombs"( w. JAZ 13,,14 and 15 [WNW Week 314 Snitkh, also 1icrnti the N[+rth iy r p ii ofwliy lineufS.W. nth Strmt North '87"51 '11" Fast for 188.15 fact to the Pvitat of 8agmnln then= North ;l':"15'42" West for 74,9g fsmt. therm So tub 8-74411" West for 1134 feet: thence North 02°15'4 'VVcst far4R_40 ices to EbeNortherly botmd ryolrsaid Lot 15; thence along Said Northerly 1>ou y Sauk R 1 ' East fat 71}.7 1 feet t6111,01nt on aRti 1ytng25 feet Well oraxid Wad With the CityorMituni motittmertMir for S.Vti', Sod .Avernuc,n]subeing the Westerly right of wry line yrS,W. 2vd Avenue, thence alrmg sddTimeSouth 021677 lEiwt for 6,52 for* tfrntcccuntioui gl along aidlintSouth On 542" East far7L.H4 OE i to apciuton the aforesaid Sou&tomboy of sale Lot t5, limo=Jamul DLO boundary, alsobzaitCthe Nethcrlyright ofway line nfS.V1,', bath Street, South R745I'41" Wcsl for 57.02 feet b (13, %int oflleginni ig That pit of spinet uI' 1 id bei rig a portion of Scetioo 38. Townahap .'',owii, Rapt 41 Eng. Miami -Dodo Curtin Florida_ MOBS PARTICULARLY DESCRIBED AS FOLLOW! Commence mence at the Sarultwal writer or Ltu 12. Blvd.. 38 Sn uih. or Mutt of turn -Dade Conroy. Florida. au.-uarding IQ Ilic Plsicrear, us rewrelW in Prat Ronk ''Cr. at Page 41. of the Public Records oP1 tiatiii-173tde County. Florida: thcncc atcnigrltc ;oath data dxy of lit! Let 12 d atop the South 'boundary erf Len 13, 14, and 15 ofSadd Mock A1s South. also being the Northerly rapht af;way lino of S,W, b!!i Street, Notts 1i7 '5t 41" Etta for l fti.15 le= thence North C121312'• Wet fax 76.98 f theilkt Stiti h 87'44'1 r Wept for a:44 Feet thence cast 1ntte Nouns O2°l5'42" We2 far4DA0 feet to shtNortltierlyboamdary ofsairllot 15 Atd die 1'muttafBeginuirr]t: thence Nastier 02'15'42* WM Fur 3a 9 feet thence.Nosib gr4Viir Piet{vr26_61 rec. diem South Orr1 il"38" past for 44.9fi feet; thence North $ -.5-ot 10" East for-13.t11 foot to &point an aline lying 25.0 featlIket efmtd potzflel with t1Ee City o rlt+tiami ttnarrtlaneiir tine for S_W4F_ 2Md Avenue; t7Met along scold for 23,4t; -feet to ap:hreofthe aforesaid Nortlierty botutdory of Lot 15: tbo3ccalmtr.said. NoiilaaiyrbcuadaryNorth 68'39'25' West for76.?8 feet unfor Point of Beginning, Pend 2: .V ptxtiOn of SO10 R1rer Drive. of Mop orMtarttf. Da& Co. Fla_ awn t.4tn as the Plot lricrtu r. a Totardod its ?lot Book "B at Pope 41. rA'1hc Public F.cuotdc ofbMltsrrri-D 3c County. Florida, >hemg var4ral try orthnanoc tii8S bon Nave nber 15. 14Z6 being more particularly cl Bribed AS follows! CoMIDenccatiicSottfhwt9ECoemfiofl,or12,$tock3RSouth,ofMthpnrMi,arti,Dadcen. FloriMr= Northfli S #1*Enota]cuagdirSauth -boundary oftsid Lot 17 and along the So u h boandnry Efr LOIS 1114 OM 15 Or said filOCk 38 So g1i, alsolrtlttg tE: Narthaly~,i ght away. line or S.W. fith Strom, North 67°5 rill East for 188.15 fret, tbctrcc 197ottb 0215'42" %Vcci far 76-48 feet; themes South S'T'441.9" Dear far 13.34 feat tease Nor t 02'° 1 '42 Wegt 40,40 free to await an the Northerly bcoadory of said Las 15 and the Point or Beg,cntmg; iitEndc continue North or r;r'42 Wolt lbr 45 foci. m are or less. to apoirer €5rt the North line err ram south River Drivel thence venuderNortlEwecterly along mid Nardi litre far MI; feet. roan or less, to a paint on the Norilactly CKWOZien of the Fast lime of Lot 13. a Said Gluck 58 South; ibcnac Saud! OMIT East along said Northerly c 1. n ian or Lag 17t, ror511i ra CtIC smartcorner ,bfLot 1.alsobeing the hlnttlrm;lcorner ofLoh 13;thence Souk [rd ?T F,.sretalum the Nurhline of Lots 14 And 15 for 153.1C. rcct ro tit Point nrReginrt ig. Patrol3r Lots ti, 0, 10 and 11, in abet: *of City ofMSouth. acrrnding to the Map ofMimi Dm & County. FloOda.nreceded in Piers Book "tr. at ?t ge 4l, o f the Public Records or Miami -Dade Catmty, 1 Miami River SAP Exhibit A: Legal Description of Properties PARCEL 1.11! Pmce11± Lot 7.Btfls:k 31 Sou& CITY OF MIAMI, woo dingto tide?l:n tbt-retal% 4 recorded in Plea Bunk "Ft", Eir 41, acidic Publieltgoardgoofl4iiarttl-Vale County. Florio Peel Lots it, 9 said 1.0. Ulna 44 South, CITY OF MIAMII. a -ding Co the Plat tlrtreof, as recorded to blot took "I ", m Piaui 41, afthr Public Resord5 of Miami -lade Count..f7raida, LESS Thai portirw at L.nt 10, Ell oc1: 44 Sof"A. L. KNOWLTON MAP OF I AMI", aea:ording to the Plat therm&asrecan]edin Pia Book Ir. aa> ge41, Of AC 1'iiblic RCa Urd4 fl r TI.Itani-ancto County, F1 aridea, bootidod by to North line of rid Lot T i sod line Alta being die Saulh ri ht- r-, lknr ar S V elite Street and by the Westline died tot 1tY. mid line also beinndtaEMT ritrht-of--way life ars.w_3,Q.kvenue by ran (mamokaisOle Coutheas2 and tnrrltrnt to the last describedtwolitic PARCEL 1V: Lois-1 cad 5. Block 40 SOLO. CITY OF MGlMI. according to the Plot thereat os recorded to Plitt Book 411", at fee 41, of r.%: Pvl,he 17...ecerrel of Misr li-Dade: Cbtehty. Flinch D Cb,rtmowingatthe Northwesterly comerofLot .,3k,c1c40S,A Llas.'0WLTDt+1MAP Ci6I SAMI.asrecordedmFlat Rook Ir. toPagc41.ofaye Public Reeori orT+Harni-Dade Cat,l iy. Florida, theencenrn Saufdruini ty a1ohtgthe We trtly lineal —laid Lot 3 faraditrxaxxzeofnine and Trimly -gym htrodredths (4. Ti Ica to apoint; sand puint btmtg the Point arlic rrims attic her -mallet ct 3er[bed pilaw? orlata: tL®eemranucguiahuirgyl1ya1rarie the Wrateriy ling of laid Lat 3, for distance of 21A.ty-froe arid aribundroddi (456..QI listioapoint.saidpatrrtbeings aiv-frc175)feetoweoar 1env.Mralberlyofthe Sootku terlyernnterafsaidLot3;themedeflectingtothelet40"06i05"rn slaatla sm.-Poly-five 175.00) feet. moreor1 , Natllsrrly of and Tioallel with the Southerly li ne of god Lot 3. fora Nonce of thirty -free ornd fifty, eiphtliuutFredths {35_5E} feet m 0.pamt; fiesta darIcati-ngto the let 11142264.5'run North weawardly for adiartanecofforty- +sand fitly+-htioehundredths [4 9) fed thapuilttufcurverItalia rem Norttwmtwittd1w olernit the are of curve to Inc left baring a radius oftiifty (500it) text and n ecatral aalglo 001 ` I '2Y' fora dicta xc+ forenty4srao rod fift-two hundrrtth5 (_>7 5 l&Tt to thcp t afintcrsxe m t fai ilia Wearily tincersmd Lot 3, 5niel pvint ban;tutu F tro of ricitin rirrg. "A; Cornmcnic-ing thc Narthwezarly earner oft.ot4. Slack44S. A. L. KNOWLTON MAP O1^ M11AMLugrsaorded in Plat &xi& 11%at Page 41.ofihc Pub&Ree,ordsof fiatnn-13ndcCounty, F7oti4ihrtaccnit Fi h irJ1%slerngthe Nrnthes}}+line afratLot 4,eargd{rtan=attmalty-tyro and ei t bundredd s{ t-ORM feet to 'Pint at`curve, oildpnlol to['curet bdogthe Point of it>aing', theme lute Southeastriarellyalang the arc orucame to is rx bihormg.torodica o!Iiity150.041feat and accoaalata 3,cof36'44'04'forudistanceofchilly-two and arrioentumults132.13)flea toapaw of mtcrst:rtion with theEastsrla lineofsaid Lot 4;Chaim run NcrthwordtyAlong the Fu:,terlyfateor milLet 4k1$r�di neea}rnitaemadninety-seven butedreat3i <9.97}feet tothe Nmtlreitcrlycorner of said Lot4-,1hrneudcticetirigtothe left19'5 "U"nunWestwmrflyalongdr'Norttterlyliaeorsaid Lot a, ror a disthact cdTweuty- evcn mid ninsly-fivelarndrrdurs {37.95) reef in ihe Point ar13ml tnivg. Carnmrneirrg fit thwNorthtnalauriy +cart rn a r l.nt.3. Black 413S, r L+ KNOWLTON MAP OF MIAMI. rag ttcoteded in t4At Book "Er„ oi Tame 41_, 'gale FrthT. a Records ortafiurni-I]ade County. Florida, Ibcuc rrdw :iraLlb+rmd]y along the Westa]y 1mQ oftuid L+rt3. fur a distarioc crflune and 1-scioen -hundredths (9. 71 fcC t to a :taint, glad not t being the Pnini nrBeplttioing the litreraterier d ricnix d parcel arinnd:.3hcncc continua Sneet]ni,,nreily Amer the Westerly Niece ca rancid Lai 3. fora dtizaiae f situy-rtve and one htsndredth (6511 l l fret Rs alto**, a id pnirttbeing reveno...fl fit (75.J0) feet,mote aE 1021, Northerly oftlreSeit hvrc„ erlyet=ofsaid Lot 31 tbiztiaa draficrafrazt to the Ica 90 &pees 4t4'O5"remularagaline wveaty-ftvc [75,t 0) feet, more arIsms, Narthctlyofraar4pm tcl with tile Southerly c orsaidLot.3for adt wiceoftbuy-iivcandfFly�aigbihrteadredths(35.SR}Itclioapoltni ihtiteedof1etdll f, 16 the left t 11 degrees ?fi 45" tan Northwegrwardly for u distance of rr rsy-s7kr aria ri ty riirec hundredth dlh s Of1,59t foci to aTicaniQr ,;ranee: thence ram Northwcstw,ardiy along the arc ara.ctaroc to the left boring a radios offifty (50.00) feet and acenmrat angle o r3I degrret 33'n1*firer tilianXICC of IvllEraty,.scvcrt and fi IV -two Eantdredt5.f,127.52) fey( 1.10 the point of iutarsccni oa with theWasharly 7ioc amid Lox 3. mid rintbein g oho Point or 6etinnittg, Punt n [`Lots 3 tend J. m ore particularly d=erelsc4 a6 rofowz Began m< 11x S11' trnncr of Lot 4; trace run Noah 150 feet to to paint theme TU11 I i ; 22.1)0 I s i in t pt5i= thence lout Southeasely aappro+dmatela i4,66 fora met prdat tilt-Aac Satettcensicrly fc t to ot_paaiat llama Wcatarrly 35.5.6 i4st to a .pots: tbauce Sauthaly 75 fact; tttatcc 1. tarty LB th e PoirtofSel; wing`, and ALL orLot 5.in Block 40, City aMiami Sault, ni rtdingtr} 11i Plitt thereof. •rs od m Plat Book "3".. at Pagc4T. cpf the Public Renordg of Kurd -Dada: C:atmty, Florida. 2 Miami River SAP Exhibit A: Legal Description of Properties PARCELV_ Cala M.7, #.. 14. 15.. r € = 0 17. in B1uck 40 &Nth. C1.17 OF M(AMI. accardeng to Theriot theme' as reccrided in Plat Book '"Px , nt Pate 41, of the ?abb.; RcGurds or Miami-131411k County. Fold& PM i!L V1: Lot iK.Yn1:11ock40sough. ofcrrycf m of Mianti-Di iic Ceforary, Floi'rid& AND CS ccordiirg tathe plat iktsrcar,R7 aCeardcd to Plot 1:3gak "T3", 4t P.huc41.arthc Pu lit R c rd:, A portion cif Lea 3, is Mart46 akut , nr CE`rV OF M AMT, 31[2..1.gording is 'the ptat thcirot a4 mwrded Ili Plitt Banc: "W". at P4gc 41. of thy Public Records of Miatrri-Dade County, Mori& more l:mi Maly elescsibed failnu Begin atCbtcS«rtthwestcurrier oFLat3 of said BIock4DSouth; theme run North alaug,die WmHoe Ovid Lot 3 fot'2distintceor75keno lint: the -rite run East Ic1 with the Son b line of mid Lot 3 for 35 feast. mare or less, to the back ufu5ideswuTE: wrsuaoted: Lhcnix xlm ..nutlaeastcrly or aline which makes axdcrect]rmta tlictigh.t of t.7 30 emirs with the last dcsceboiaroursc mud aapttruxiittatlyu]oug thehaek of Ilse sidewalk ler35 fret shore drleaa, la avant ofrunic: tlicoec Soioliciwierty on t11e arfi.cf:7hd 4uive i8 tlit1fi0. ctipechavirrg a_ruditts oral fret and accntrai ung1c i 'S drgrces 16minutes o seconds and nomrtrnarcly alongt}schark oramidTianvelk farF,,25 Fcct to the. F st1 lie orsuid Lot Xi thence net Southey along the East lime oflot 3 far 37?7fret 1n the 'Southeast comer dint 3; rlienceniD WeElEily along the Smith Timor Lot 3 far -0$ feel tr} the Poirot of Bcpuromg. PARCEL VET Lea Ili ih righ 7G,1nelu:trc. nfRIVL-RSTDF WATERFRONTS, nacuaitng hT the Plat Thereof asruarded to P7atllaal; 25. Fbnri ; 74 of the ?ubl3cldoaarib of NBnttei-ThickCounty,Florida_ PARCEL VTTT- Parcel ] T11c South 50 Cm. of the North 1011 feet aJ I..trts 111 and 12 in Bin : -10 Souls, MAP OF MIA .B. atccian:ing to the pkit thrnece. us monied d b PTst Book'B" Page 41, of the Public Records of MM0iaarui-Dark County. FEvrisbr. ]sss mall cat that polio]) conveyed to th-e Some or Florida in Official kccoadt Au& t 1Q51 Page ZOtt7_ ra rrol 2 Ttie k,rth 50 feet or Lots 11 and 17,im 311}c -V South, MAP OF M1A 1T. tuoorsl1rrk: to Ihaplat Chrrcof; rra:osticriin Rout Book TMA" Papa41. of the Public Recau-d aFMiu ii -D do Ccnatly..Roritla. Parcel: The South 50 feet of Lots 1 I rind 11. in. 1 ]oul4ir Sold, MAP o1= muair.m.rding to the flit ihcm+f, 4 tttrredcd io PLt Boa_ of the Public Records arMiami-Dude Canty. Trooridn: Lass and except there -rim thc following poarcxl amvgycd to thc Suit of Honda for rand Tizhtof--way. ara dv cn ec m That Dccd !worded in nook Z l9-51. Pile 3087, :md fitt ibex de9ailbcd a Begin at tlar S.W. tx+mcr',fetid Lot 1 L thence run N.57"5E125"L along the Smalley boundary of said Lot 1 t, For adistance of*a 5h Leer to the Point of IleguininTt ale cuutt]arcum cottctttt to the N east and laving 1nrits clement wind iu]roft5.0411feetnod ntangent baring ors.#i7250'?s`W.;thence rt SnuthWiffei ly,%Wiferfyaril N w tcrt ao-rig tive- said circular Ltrret to #lhc right., through ii ccnitariangle of EIP5-1w I' fat I. distunet 0114 23 feet to t]sc point e,ruingtney nxad apcxiiit oei to Westerly botmdary of said Ltat 11. th aver run S_ V 15`1.4"E. olonf said W ney boundary fries dimatec a r*4_91S feet rn the Palma Beginning. Al off said bads Situate. lying aid hen.' in giaTei-Ludt County, imrid% 3 111111111111111111111111111111111111111111111 Less according to the Plat That portion of Lot 10, Block 40 S of "A.L. KNOWLTON MAP OF M1Atv11" Florida, e, asrecorded North line of said Lot 10,saidge lline also beinghe Public ttlhe South rightofecords of Dade County, wvay line of S.W. 6th bounded byb the Street and by the West lineLot10, �d tangent &so being the East described t �i0 4ines right-of-way of S.W. 3rd Avenue and by an arc concave to the Southeast and t years; conditions restrictions, limitations and e�seme�t� o� �eco� , fro ` and other governmental ordinances anti regulatIonS, Pre aced by and return CO: Armando J. Bucclo, Jr. Attorney at Law Roig, "ratan, Rosenberg, Martinis Stoller, Zumpano and Bellido, LLC 500 South Dixie Highway Suite 302 Coral cables, FL 33146 Return to: Oren Lieber, Esq. Ritter, Zaretsky, Lieber and Jaime LLP 2915 Biscayne, Blvd. Suite 300 Miami, Florida 33137 C FN 2e 14RO �1 494-9' OR Bk 29239 Pss 324g - 3249r (2pss) RECORDED 07/22/2014 15:59:16 DEED DOC TAX 28,731.60 SURTAX 21,548.7U HARVEY MIN! CLERK: OF COURT MIfit1I�-DADE COUNTY, FLORZDA Parcel Identification Number: 01-0204-000-1050 (Space Above This Line For Recording Data Trustee's Deed This Trustee's Deed made this LE _ day of July, 2014, between Edy Ortega, as Trustee of the Rafael Ortega nd Family Trust, whose post office address is 9221 eS office6 tadd addressMiami, Florida 91 � Biscayne Blvd., Suite 300, Miami, Mtami nue Flor rida a Delaware limited liability company, whose post 33137, grantee: (Whenever used herein the terms grantor ts€ nde, antes and tinclude all the parses to this instrument and the heirs, legal representatives, and assigns of indiv�idais. and the successors and assigns of core Witnes5eth, that said grantor, for and in consideration fbthe dmTEN rantN ANtheDrNO/100 DOLeipt LARS is ($10.00) acknowledger ed, ed, has andgranted ssain, bargained, and sold to the said grantee, and grantees (heirs and assigns forever, the falln�ving described land, situate, lying and being in Miami -Dade County, Florida, to -wit: F e An undivided 51.16% of Lots ,lB9F and 1Page sll Block tl�e PuSotbll, CITY ic RecordsOof MliaerniiDade County,Florida. thereof; as recorded in Plat Book Subject to: Tales for the year 2014 and subsequent , rodent that nothing set forth herein shall serve to re -impose the same; and Parcel Identification Number: 01-0204-000-1050 DoubleTime OR lBk ' 9239' LAST AGE Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold. the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed an ue, red inpresen - of: rint Name: it nt Name: STATE OF FLORIDA e_e)&rr....Edy Orteg', as Trustee the Rafael Ortega Family Trust COUNTY OF MIAMI-DADE ) The foregoing instrument was acknowledged before me on this day of 2014, by Edy Ortega, as Trustee of the Rafael Ortega Family Trust. She is personally known t me or provided RSA identification. Notary Public Printed Name: My Commission Expires: BARBARA PICCICN+3E iR ' i MY COMMISSION 0 EE 185767 =A: a EXPIRES: July 9, 2016 - Rf..... Banded Tl,ruNotary Public Underwriters Trustee's Deed - Page 2 noubfeTime'' 1 I11111111ill 111II Hill 11111 I1111111111111I41I Record and Return to: Oren D. Lieber, Esq. RTE Title Company, Inc. 2915 Biscayne Blvd. Suite 300 Miami, Florida 33137 SPECIAL WARRANTY DEED ("," F7 14 O 11440O 5 0 ; ,. --.73 OR Dk 29235 Pss 2626 - 2628; (3Pss) RECORDED 07/ 18 /2014 15:16:33 DEED DOC TAX 0e60 SURTAX 0.45 HARVEY RUVIN, CLERK OF COURT MIIAII-DADE COUNTY, FLORIDA KNOW ALL MEN BY THESE PRESENTS that CG Miami River Owner LLC., a Florida limited liability company (the "Grantor"), for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration to it in hand paid by CG Miami River LLC, a Delaware limited liability company (the "Grantee"), with a principal place of business at 512 Seventh Avenue, I5"' Floor New York 10018, the receipt of which are hereby acknowledged and confessed, has GRANTED. BARGAINED, SOLD AND CONVEYED and by these presents does GRANT, BARGAIN, SELL AND CONVEY unto the Grantee, the property (the "Property") described on Exhibit A, attached hereto and hereby made a part hereof. TO HAVE AND TO HOLD the Property together with all and singular the rights and appurtenances thereto in anyway belonging, unto Grantee, its successors and assigns, forever, subject to the matters shown on Exhibit B, attached hereto and made a part hereof, to the extent (but no further) that same are valid and subsisting as of the date hereof and affect title to the Property (the "Permitted Encumbrances"), and Grantor does hereby bind itself, its successors and assigns, to warrant and forever defend all and singular title to the Property, subject to the Permitted Encumbrances, unto Grantee, its successors and assigns, against every person whomsoever, lawfully claiming or to claim the same or any part thereof, by, through or under Grantor, but not otherwise. The parties hereto as of the effective date of this deed have prorated all ad valorem taxes and assessments for the Property for the year in which this deed is executed IN TESTIMONY WHEREOF, this instrument is executed this 14 day of July, 2014, to be effective upon delivery. The recording of this deed does not change the beneficial ownership of the property and no documentary stamp tax is owed on this of transfer 2' Signed, sealed and delivered in the presence of: Grantor: CG Miami River Owner LLC, a Florida limited liability company By: Print Na e: er Chetrit Title: prized Signatory STATE OF",dtt.1(- ) COUNTY OF aysuZri5 ) This instrument was acknowledged before me on July tjt, 2014, by Meyer Chetrit as Authorized Signatory of CG Miami River Owner LLC, a Florida limited liability company, who l/J is personally known to me or who [ ] produced , as identification. [SEAL] Notary Public in and for the State of Printed Name: LO15- 4LJT I'ER SANCHEZ My commission expir Pbtary Public, State of New York No. 01 HU5042516 Qualified in Queens County Commission Expires April 24, 20 OR Bk 29235 PG 2.23 [LAST PAGE EXHIBIT "A" Parcel 1 The South 50 feet of the North 100 feet of Lots 11 and 12 in Block 40 South, Map of Miami, according to the plat thereof as recorded in Plat Book "B" page 41, of the Public Records of Miami -Dade County, Florida, less and except that portion conveyed to the State of Florida in Official Records Book 11951 page 3087. Parcel 2 The North 50 feet of Lots 11 and 12, in Block 40 South, Map of Miami, according to the plat thereof, as recorded In Plat Book "B" page 41, of the Public Records of Miami -Dade County, Florida. Parcel 3 The South 50 feet of Lots 11 and 12, in Block 40 South, Map of Miami, according to the plat thereof, as recorded in Plat Book "B" page 41, of the Public Records of Miarni-Dade County, Florida. 1111111 II11I 1111111111111111111111111111111I1 CFNN 2O L 4R0514-951 OR Bk 29239 Pss 3252 — 3253; (2pss) RECORDED 07/22/2014 15:59:16 DEED DOC TAX 27,428.40 SURTAX 20,571..30 HaRVEY RUVINr CLERK OF COURT NIAUI—DADE COUNTY? FLORIDA Prepared by and return to: Armando J. Bucelo, Jr. Attorney at Law Roig, Tutan, Rosenberg, Nlartinm Stoller, Zumpano and Bellido, LLC 500 South Dixie Highway Suite 302 Coral Gables, FL 33146 Oren Lieber, Esq. Ritter, Zaretsky. Lieber and Jaime LLP 2915 Biscayne, Blvd. Suite 300 Miami, Florida 33137 Parcel Identification Number: 01-0204-000-1050 [Space Above This Line For Recording Data) Trustee's Deed This Trustee's Deed made this / 7 day of July. 2014. between Edy Ortega, as Trustee of the Edy Ortega Marital Trust, whose post office address is 9221 SW 66 Street, Ivliami, Florida 33173, grantor, and CG Miami River LLC, a Delaware limited liability company, whose post office address is 2915 Biscayne Blvd., Suite 300, Miami, Florida 33137, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration oldie sum TEN AND NO/100 DOLLARS (S10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantees heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: An undivided 48.84% of Lots 8. 9 and 10, Block 40 South, CITY OF MIAMI, according to the Plat thereof. as recorded in Plat Book "B" , at Page 41, of the Public Records of Miami -Dade County. Florida. Less That portion of Lot 10, Block 40 S of "A.L. KNOWLTON MAP OF MIAM1" according to the Plat thereof, as recorded in Plat Book "B" at Page 41, of the Public Records of Miami -Dade County, Florida. bounded by the North line of said Lot 10, said line also being the South right-of-way line of S.W. 6th Street and by the West line of said Lot 10, said line also being the East right-of-way of S.W. 3rd Avenue and by an arc concave to the Southeast and tangent to the last described two lines. Subject to: Taxes for the year 2014 and subsequent years; conditions, restrictions, limitations and easements of record, provided that nothing set forth herein shall serve to re -impose the same; and zoning and other governmental ordinances and regulations. Parcel Identification Number: 01-0204-000-1050 DoubleTime° OR B K. 29239 PG 3253 LAST PAGE Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold. the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by. through or under grantors. In Witness Whereoff, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed at}d-d- ered in the presence/of: Tint Name: ; , ,.:r , ue..e a1g% Edy Orte a, as Trustee of the Edy Ortega Marital Trust int Name. STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me on this 17 day of Ortega. as Trustee of the Edy Ortega Marital Trust. She is personally know l,‘ALQJ S___,1. c —r z S -e identification. Noft Public Printed Name: My Commission Expires: BARBARAPICCIONE t i MY COMMISSION n EE 185767 EXPIRES: July 9, 2016 BdnaKillau Ndaty Pubic Underwriters 2014, by Edy e or provided Trustee's Deed - Page 2 i7oubieiimen Prepared by and return to: Armando J. Buceio, Jr. Attorney at Law Roig, Tutan, Rosenberg, Martinm Stoller, Zumpano and Bellido, LLC 500 South Dixie Highway Suite 302 Coral Gables, FL 33146 Return to: Oren Lieber, Esq. Ritter, Zaretsky, Lieber and Jaime LLP 2915 Biscayne, Blvd. Suite 300 Miami, Florida 33137 Parcel Identification No. 01-0203-080-1020 111111111111111111111111111111111111111111111 C-FN 2014-R0514953 OR Bk 29239 Pss 3256 - 3257; (Ins) RECORDED 07/22/2014 15=54=16 DEED DOC TAX 14, 040, 00 SURTAX 10,530.00 HARVEY RUVIN, CLERK OF COURT IIIANI-DADE COUNTY, FLORIDA [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689,02, F.S.) This Indenture made this f 7 day o 1. 2014 , between River Marine Supply, Inc., a Florida corporation whose post office address is 260 SW 6 treet, Miami, FL 33130 of the County of Miami -Dade, State of Florida, grantor*, and CG Miami River LLC, a Delaware limited liability company whose post office address is 2915 Biscayne Boulevard, Suite 300, Miami, Florida 33137, grantee*, Witnesseth that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot 7, Block 38 South, CITY OF MIAMI, according to the Plat thereof, as recorded in Plat Book "B" at Page 41, of the Public Records of Miami -Dade County, Florida. Subject to taxes for 2014 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. and said grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. * "Grantor" and "Grantee" am used for s€ngnlnr or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTimen OR BK 29235' PG .32S7 LAST PAGE Signed, sealed and deli - eour pr- sence: VA i i 4v ts,. Witness Name: edcai River Marine Supply, Inc., a Florida corporation By: dy Orteg , President (Corporate Seal) State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this / 1 day of , 2014 ley Edy Ortega, President of River Marine Supply, Inc., a Florida corporation, on behalf of the corporation. E-Ie/she L] is personally known to me or [X] has produced a driver's license as identification. [Notary Seal] Nota Printed Name: My Commission Expires: BARBARA PICCIONE MY COMMISSION it EE 185767 EXPIRES: July 9, 2016 Bonded Thni Notary Puhiic Underwriters {Warranty Deed (Statutory Form) - Page 2 DoubleTime 111111111 H 1111111111111111111111111111111111 Prepared by and return to: Albert D. Rey, Esq. The Law Firm of Albert D. Rey, P.A. 12955 SW 42nd Street Suite 6 Miami, FL 33175 305-597-0440 File Number: 14-+0702 Will Call No.. C:FP4 2'314-R054.4955 OR Ek 29239 Pas 3259 - 3260; (2P9s RECORDED 07/22/2014 15:59;16 DEED DOC TAX 190998.00 SURTAX 141998.50 HARVEY RUVIN' CLERK OF COURT IiIAI1I-DADE COUNTY' FLORIDA [Space Above This Line For Recording Data.' Warranty Deed This Warranty Deed made this 17th day of July, 2014 between Gilberto Rodriguez and Ramona Rodriguez, husband and wife whose post office address is 1811 SW 4th Avenue, Miami, FL 33129, grantor, and CG Miami River LLC, a Delaware Limited liability company whose post office address is 2915 BISCAYNE BLVD., STE. 300, Miami, FL 33137, grantee: (Whenever used herein the terns "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/I00 DOLLARS (S 10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: EXHIBIT "A" Parcel Identification Number: 01-0204-000-1010 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said Land and will defend the same against the lawful claims of all persons whomsoever; and that said land Is free of all encumbrances, except taxes accruing subsequent to December 31, 2013. In Witness Whereof, grantor has her nto set grantor's hand and seal the day and year first above written. Signed, scale frdeliiri=rt in. presence: _90erto Rodriguez Ramona Rodriguez State of Florida County of Miami -Dade Thp fnrponino trumpnt wac arirnnwiprivpri hpfnrw rttd. th,c 17t1, riav nF it lilt ;]OH 1 kti C.ili,Artr, T7.,�i�-;��.a-� •�..11 i7n.,,•.,,., OR Bk 29239 PG 3260 LAST PAGE Exhibit A -HE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MIAMI-DADE, STA I l= OF FLORIDA, AND IS )ESCRIBED AS FOLLOWS: nt 18, in Block 40 South, of CITY OF MIAMI, according to the plat thereof, as recorded in Plat Book "B", at Page 41, of he Public Records of Miami -Dade County, Florida. Ind portion of Lot 3, in Block 40 South, of CITY OF MIAMI, according to the plat thereof. as recorded in Plat Book "B", at 'age 41, of the Public Records of Miami -Dade County, Florida, more particularly described as follows: iegin at the Southwest corner of Lot 3 of said Block 40 South; thence run North along the West line of said Lot 3 for a listance of 75 feet to a point; thence run East parallel with the South line of said Lot 3 for 35 feet, more or less, to the )ack of a sidewalk as constructed; thence run Southeasterly on a line which makes a defection to the right of 67 degrees 10 minutes with the last described course and approximately along the back of the sidewalk for 35 feet, more or less, to a zoint of curve; thence Southeasterly on the arc of said curve to the left, said curve having a radius of 68 feet and a :entra! angle of 5 degrees 16 minutes 02 seconds and approximately along the back of said sidewalk for 6.25 feet to the :ast line of said Lot 3; thence run Southerly along the East line of Lot 3 for 37.27 feet to the Southeast comer of Lot 3; hence run Westerly along the South line of Lot 3 for 50.05 feet to the Point of Beginning. 111111111111111111111111111111111111111111111 This Instrument Prepared by: Brian Ben. Esq. Duane Morris LLP Suite 3400 200 South Biscayne Blvd. Miami, FL 33131 Record and return to: Oren Lieber, Esq. Ritter. Zaretsky, Lieber & Jaime LLP 2915 Biscayne Boulevard Suite 300 Miami, Florida 33137_ CFN 21-11#-ROB 14953 OR Bk 29239 P9S 3264 — 3267; (413as) RECORDED s i7/22/2014 15 r 59.16 DEED DOC TAX 91,050.00 SURTAX 687287.50 HARVEY RUVIFh CLERK OF COURT MIAMI—DADE CO NTY7 FLORIDA Property Appraiser's Parcel Identification No.: c)/a20 / W0 /DOD , / 'a ' /7 7o; 7e' ' ///© /f ; /i3 7 The Space Above This Line For Recording Office Use Only SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made this day of July, 2014, by 7T11 Street Land LLLP, a Florida limited liability limited partnership and Mahlberg Investment Holdings Inc.. Florida corporation (collectively, "Seller"), whose address is 150 SE 2" d Avenue, Suite 800, Miami, FL 33131 and CG Miami River LLC. a Delaware limited liability company and/or its assigns ("Purchaser"), whose mailing address is c/o Oren Lieber Esq., 2915 Biscayne Boulevard Suite 300, Miami, Florida 33137, Sellers, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($I0.00) and other good and valuable consideration paid to Sellers by Purchaser. the receipt and sufficiency of which are hereby acknowledged, has granted. bargained. sold and conveyed, and does hereby grant, bargain. sell and convey, to Purchaser and Purchasers successors and assigns forever. the following described land, situate, lying and being in Miami -Dade County, Florida more particularly described as follows (the "Property"): Lots 6, 7, 13, 14, 15, 16 and 17, in Block 40 South, CITY OF MIAMI, according to the plat thereof, as recorded in Plat Book "B", at Page 41, of the Public Records of Miami -Dade County, Florida. TOGETHER WITH all easements, tenements. hereditaments and appurtenances belonging to the Property. TO HAVE AND TO HOLD the same in fee simple forever. This conveyance is made subject to: (a) Taxes for the year 2014 and subsequent years; Deed - Page 1 of 4 0MM2\5025708. t (b) Applicable laws, ordinances. governmental regulations and resolutions, including, but not limited to. all applicable building, zoning, land use and environmental ordinances and regulations; and (c) Conditions. restrictions, covenants. limitations, easements and other matters of record: however, that this instrument shall not operate to reimpose any of same. GRANTOR specially warrants the title to the Property, and will defend it against the lawful claims and demands of all persons claiming by. through or under Grantor, but against none other. [SIGNATURES ON SUBSEQUENT PAGES] Deed - Page 2 of 4 DM2\5O25703.1 Grantor has duly executed this instrument as of the date first written above. Signed, sealed and delivered in the presence of: Print Nine: / N - STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument Paulo Melo, as Manager LLLP, He is att. s (NOTARY SEAL) SELLERS: 7TH Street Land LLLP By: Integra Solutions, LLC, partner Dated: 1l1 was acknowledged before me this / ;� clay of ,,Ju/ of Integra Solutions. LLC, as the general Partner . 7`n ( ) personally known to in or ) has as identification. 3µe� a'•p DAWN PEREZ Notary Public - State of Florida •; My Comm. Expires Sop 20, 2015 Commission # EE 100603 . gym,0 Bonded Through National Notary Assn. tie .m. ... U. - , %. ,Pt ... s general ,2014,by Street Land produced Notary Publiii, Sta e of,Florida Print Name: DM2\5025708. t Deed - Page 3 of 4 OR BK 2923? PG 3267' LAST PAGE Mahlberg Investment Holdings Inc., a Florida corporation Print Name:\By: Name: / w 01,6% o Its: A 0,1; ao rL Print Name: /)r.-c4, dere cr STATE OF FLORIDA ) COUNTY OF MIAMI-DADE Dated: y' 1 "k The foregoing instrument was acknowledged before me this /7T.Piday of iu// , 2014, by He is ( ) personally known o me or (%- has produced Gil as identification. / ` �`f V f'Y 1 �f « j 1' .� - f r i 0 (NOTARY SEAL) jr. — ara as a As -a +.RYP,,� DAWN PEREZ '. Notary Public - State of Florida s : My Comm. Expires Sep 20. 2015 Commission # EE 100803 '''',.as t?i,"'. <<n++eu+ Mule() Through National Notary Assn. Aar Notary Public!Srate offE1orida Print Name: /.144,, M—r-4 DM2'6025708,1 Deed - Page 4 of 4 111111111111111111111111111111111111111111111 Record and Return to: Oren D. Lieber, Esq. RTE Title Company, Inc. 2915 Biscayne Blvd. Suite 300 Miami, Florida 33137 SPECIAL WARRANTY DEED C F 2O14RO- 14959 OR Bk 29239 F s 326P - 3270; I3pas) RECORDED 07/22/2014 15;59:16 DEED DOC TAX 39,000.00 SURTAX 29t250.00 HARVEY RUVII'It CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA KNOW ALL MEN BY THESE PRESENTS that DOWNBYRIVER MIAMI. INC.. a Florida corporation (the "Grantor"), for and in consideration of the sum of Ten Dollars (S10.00) and other good and valuable consideration to it in hand paid by CG MIAMI RIVER, LLC. a Delaware limited liability company (the "Grantee"), whose address is c/o Oren Lieber; Esq., 2915 Biscayne Blvd., Suite 300. Miami, FL 33137. the receipt of which are hereby acknowledged and confessed. has GRANTED. BARGAINED, SOLD AND CONVEYED and by these presents does GRANT. BARGAIN, SELL AND CONVEY unto the Grantee. the property (the "Property") described on Exhibit A. attached hereto and hereby made a part hereof. TO HAVE AND TO HOLD the Property together with all and singular the rights and appurtenances thereto in anyway belonging, unto Grantee, its successors and assigns, forever, subject to the matters shown on Exhibit B, attached hereto and made a part hereof; to the extent (but no further) that same are valid and subsisting as of the date hereof and affect title to the Property (the "Pennitted Encumbrances"), and Grantor does hereby bind itself, its successors and assigns, to warrant and forever defend all and singular title to the Property, subject to the Pen -rutted Encumbrances, unto Grantee, its successors and assigns, against every person whomsoever, lawfully claiming or to claim the same or any part thereof, by, through or under Grantor, but not otherwise. The parties hereto as of the effective date of this deed have prorated all ad valorem taxes and assessments for the Property for the year in which this deed is executed. IN TESTIMONY WHEREOF, this instrument is executed this it day of July. 2014, to be effective upon delivery. Signed, sealed and delivered in the presence of: r Downbyriver Miami, inc., a Florida corporation SOF/4 P1 Printed Name of Witness STATE OF FLORIDA COUNTY OF MIAMI-DADE } By: Print Name: Michael Pulwer Title: President Address: 1019 5th Street Miami Beach, FL 33139 This instrument was acknowledged before me on July Ha 2014, by Michael Pulwer as President of Downby,riv� r Miami, Inc., a Florida corporation on behalf of the corporation, who [ is personally known to me or who [ X 1 produced P// /2 1../C9/3!'S ' . as iddtsti [SEAL) ..: ;;, SOFIA TERRAZAS M COMMiSSION # FF 105996 EXPIRES: March 25,2018 Bonded Thru Uclarvi'ubr4 Unde€unters Not ry Pt is in an the State Florida Printed Name: `I)1 My commission expires: v,750 EXHIBIT "A" THE LAND REFERRED TO HEREIN BELOW I5 SITUATED IN THE COUNTY OF MIAMI- DADE, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: Lots 4 and 5, Block 40 South, CITY OF MIAMI, according to the Plat thereof, as recorded in Plat Book "B", at Page 41, of the Public Records of Miami -Dade County, Florida. AND Commencing at the Northwesterly corner of Lot 3, Block 40S, A. L. KNOWLTON MAP OF MIAMI, as recorded in Plat Book "B", at Page 41, of the Public Records of Miami -Dade County, Florida, thence run Southwardly along the Westerly line of said Lot 3, for a distance of nine and ninety-seven hundredths (9.97) feet to a point, said point being the Point of Beginning of the hereinafter described parcel of land; thence continue Southwardly along the Westerly line of said Lot 3, for a distance of sixty-five and one hundredth (65.01) feet to a point, said point being seventy-five (75) feet, more or less, Northerly of the Southwesterly corner of said Lot 3; thence deflecting to the left 90°06'05" run along a line seventy-five (75.00) feet, more or less, Northerly of and parallel with the Southerly line of said Lot 3, for a distance of thirty-five and fifty-eight hundredths (35.58) feet to a point; thence deflecting to the left 111°26'45" run Northwestwardly for a distance of forty-six and fifty-nine hundredths (46.59) feet to a point of curve; thence run Northwestwardly along the arc of a curve to the left having a radius of fifty (50.00) feet and a central angle of 31°32'21" for a distance of twenty- seven and fifty-two hundredths (27.52) feet to the point of intersection with the Westerly line of said Lot 3, said point being the Point of Beginning. LESS: Commencing at the Northwesterly corner of Lot 4, Block 40S, A. L. KNOWLTON MAP OF MIAMI, as recorded in Plat Book "B". at Page 41, of the Public Records of Miami -Dade County, Florida, thence run Eetwardly along the Northerly line of said Lot 4, for a distance of twenty-two and eight hundredths (22.08) feet to a point of curve, said point of curve being the Point of Beginning; thence run Southeastwardly along the arc of a curve to the right having a radius of fifty (50.00) feet and a central angle of 36°49'09" for a distance of thirty-two and thirteen hundredths (32.13) feet to a point of intersection with the Easterly line of said Lot 4; thence run Northwardly along the Easterly line of said Lot 4, for a distance of nine and ninety-seven hundredths (9.97) feet to the Northeasterly corner of said Lot 4; thence deflecting to the left 89°53'06" run Westwardly along the Northerly line of said Lot 4, for a distance of Twenty-seven and ninety-five hundredths (27.95) feet to the Point of Beginning. ALSO KNOWN AS: Commencing at the Northwesterly corner of Lot 3, Block 40S, A. L. KNOWLTON MAP OF MIAMI, as recorded in Plat Book "B", at Page 41, of the Public Records of Miami -Dade County, Florida, thence run Southwardly along the Westerly line of said Lot 3, for a distance of nine and ninety-seven hundredths (9.97) feet to a point, said point being the Point of Beginning of the hereinafter described parcel of land; thence continue OR B.K 29239 PG '327O LAST ST PAGE Southwardly along the Westerly fine of said Lot 3, for a distance of sixty-five and one hundredth (65.01) feet to a point, said point being seventy-five (75.00) feet, more or less, Northerly of the Southwesterly corner of said Lot 3; thence deflecting to the left 90 degrees 06'05" run along a line seventy-five (75.00) feet, more or less, Northerly of and parallel with the Southerly line of said Lot 3, for a distance of thirty-five and fifty-eight hundredths (35.58) feet to a point; thence deflecting to the left 111 degrees 26'45" run Northwestwardly for a distance of forty-six and fifty -rune hundredths (46.59) feet to a point of curve; thence run Northwestwardly along the arc of a curve to the left having a radius of fifty (50.00) feet and a central angle of 31 degrees 32`21" for a distance of twenty-seven and fifty-two hundredths (27.52) feet to the point of intersection with the Westerly line of said Lot 3, said point being the Point of Beginning. Part of Lots 3 and 4, more particularly described as follows: Begin at the SW corner of Lot 4; thence run North 150 feet to a point; thence run East 22.00 feet to a point; thence run Southeasterly approximately 59.65 feet to a point; thence Southeasterly 46.59 feet to a point; thence Westerly 35.56 feet to a point; thence Southerly 75 feet; thence Westerly to the Point of Beginning; and ALL of Lot 5, in Block 40, City of Miami South, according to the Plat thereof, as recorded in Plat Book "B", at Page 41, of the Public Records of Miami -Dade County, Florida. 111111111111111111111111111111111111111111111 Prepared by and return to: Mark S. Schechner, Esq. Attorney at Law Mark S. Schechner, P.A. 2121 Ponce De Leon Blvd, Suite 711 Coral Gables, FL 33134 305-446-1621 File Number: Burgess Will Call No.. CFN 2>t_e 1 4-R051 496 1 OR Pk 29239 Pas 3272 - 3273; (2pas� RECORDED 07/22/2014 15:59:16 DEED DOC TAX 1560)00.00 SURTAX 117?000.0ij HHARVEY RUVIN► CLERK OF COURT NIAMI--DADE COUNTY? FLORIDA [space Above This Line For Recording Data] Special Warranty Deed This Special Warranty Deed made this day of July, 2014 between Burgess Limited Partnership, a Florida Limited Partnership whose post office address is P.O. Box 236, Homestead, FL 33090, grantor, and CG Miami River LLC, a Delaware limited liability company whose post office address is 2915 Biscayne Blvd, Suite 300, Miami, Florida 33137, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS (S10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Commencing at the North corner of Lot 2, Block 38 South in the City of Miami, Florida, according to the Plat thereof recorded in Plat Book "B", at Page 41, of the Public Records of Miami -Dade County, Florida; running thence East along the South line of Southwest Fifth Street in said City produced East to its intersection with the low water line of the Miami River, running thence Southeasterly meandering the low water line of said River to the point where the East line of Lot 13 of said Block 38 South produced North intersects with said low water line, running thence South to the East corner of Lot 1 of said Block 38 South, running thence Northwesterly along the Iot lines of said Lots 1 and 2 of said Block 38 South to the point or place of beginning, also submerged Iand lying between the above described property and the channel of the Miami River. And Lots 1, 2, 3, 4, 5 and 6, in the North portion of Block 38 South, City of Miami, County of Miami - Dade, State of Florida. Parcel Identification No.: 01-0203-080-1010 & 01-0203-080-1011 a/k/a: 511 SW 3"' Avenue and 242 SW 5th Street, Miami, Florida 33130 Subject to taxes for 2014 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any, reference to which shall not operate to reimpose same, and further subject to the rights of tenants in possession. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said [and and will defend the same against the [awful claims of all persons claiming by, through or under grantors. Special Warraniy Deed - Page OR B9: 29239 PG 3273 LAST PAGE. In Witness Whereof, grantor has hereunto set grantor's nand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witness Nam :" • Witness Name: MAKICS.5t-t rg•t--1K`L State of Florida County of Miami -Dade Burgess Limited Partnership, a Florida Limited Partnership By: Miami River Marine Village, Inc., a Florida corporation General Partner of Burgess Limited Partnership By eA° Michael F. Chenoweth, President (Corporate Seal) The foregoing instrument was sworn to, affirmed and subscribed before me this U day of July, 2014 by Michael F. Chenoweth, as President of Miami River Marine Village, Inc., a Florida corporation/General Partner of Burgess Limited Partnership, a Florida Limited Partnership on behalf of the partnershi �.e]� is personally known to me or [ ] has produced as identification. [Notary Seal] atary Public Printed Name: My Commission Expires: e°`F: °!"1... MARK S. SCHECHNER MY COMMISSION # FF 107485 EXPIRES: June 27, 201B 440,nce 8ondldThrsrSON Mary Sorwes Special Warranty Deed - Pane 2 1111111 I11111111111111 I11111I11I 1111111111111 Prepared by and return to: Maria A. Lamar, Esq. Mario A. Lamar P.A. 3971 SW 8th Street Suite 305 Miami, FL 33134 305-442-4748 File Number: L13189 CFN 2014-�_ 051496 -13 OR Bk 29239 P35 3275 3276; (2p3s) RECORDED 07/22/2014 15:59:16 DEED DOC TAX 47 / 520. 00 SURTAX 35 / 640. 00 HARVEY RUVIt4 (CLERK OF COURT MIACTI-DADE COUNTY/ FLORIDA (Space Above This Line For Recording Data] Special Warranty Deed This Special Warranty Deed made this /V day of TJ , 2014 between BRICKELL 261 INVESTORS, LLC, a Florida limited liability company whose post office address is 3211 Ponce de Leon Blvd., Suite 301, Coral Gables, FL 33134, grantor, and CG MIAMI RIVER LLC, a Delaware limited liability company whose post office address is c/o Ritter Zaretsky & Lieber, LLP, 2915 Biscayne Blvd., Suite 300, Miami, FL 33I37, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot, 8, 9, 10 and 11, Block 38, of CITY OF MIAMI SOUTH, according to the Map of Miami -Dade County, Florida, recorded in Plat Book "B", at Page 41 of the Public Records of Miami -Dade County, Florida, Parcel Identification Number: 01-0203-080-1040 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Double -limes OR iE K 29239 PG 3276 LWiST PAGE Signed, sealed and delivered in our presence: Witne Na i e: tut a Witness a e: ,1. LA cis' BRICKELL 261 INVESTORS, LLC, a Florida limited liability comp By: on, Manager State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this % day of Tci 2014 by Joseph Milton, Manager of BRICKELL 261 INVESTORS, LLC, a Florida Limited liability comp y, on behalf of said firm. He [j is personally known or [X] has produced a driver's license as identification. [Notary Set r E:,TRIZ BAQUBOANO 5iUi1<E0 319' X^1RES: <JiUriP 17, 2015 E .;; Notary nted Naine: My Commission Expires: Special Warranty Deed - Page 2 DoubleTime® 111111111111111111111111111111111111111111111 Prepared by and return to: Mario A. Lamar, Esq. Mario A. Lamar P.A. 3971 SW 8th Street Suite 305 Miami, FL 33134 305-442-4748 File Number: L13189 C-FN 2014R0514966 OR Bk 29239 Pss 3290 - 3293; (6Pss) RECORDED 07/22/2014 15:59:16 DEED DOC TAX 51, 4a0.0rt SURTAX 38r610.00 HARVEY RUVII4, CLERK OF COURT MIAMI--DADE CODUTYr FLORIDA [Space Above This Line For Recording Data] Special Warranty Deed This Special Warranty Deed made this "f day of trJ LV , 2014 between 2ND AVENUE RIVER DEVELOPMENT, LLC, a Florida limited liability company whose post office address is 3211 Ponce de Leon Blvd., Suite 301, Coral Gables, FL 33134, grantor, and CG MIAMI RIVER LLC, a Delaware limited liability company whose post office address is c/o Ritter Zaretsky & Lieber, LLP, 2915 Biscayne Blvd., Suite 300, Miami, FL 33137, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: SEE ATTACHED EXHIBIT "A" Parcel Identification Number: 01-0203-080-1070, 1080 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTimelo Signed, sealed and delivered in our presence: fitness N W. am State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this Mana er of 2ND AVENUE RIVER DEVELOPMENT, LLC, is personally known or [X] has produced a driver's license [Notary Seal`% BE15 tIZHA€UEDANO 3 ?YCa:1'F i .-..�-- �:C1`SSiVui'EE03319.t EXPIRES: Jima 17., 2015 EdrA2^_Tr:E 1i a1 F31 i�r:farv�:eis 2ND AVENUE RIVER DEVELOPMENT, LLC, a Florida limited liabiompany By: Joseph Milton, Manager si day of tTJ L � ,�/7 by Joseph Milton, a Florida limited liability ompany, opehalf of said firm. He as identification. Not. r 'uMic inted Name: My Commission Expires: Specta! Warranty Deed - Page 2 DoubleTime EXHIBIT "A" PARCEL 1: LOTS 12, 13, 14 AND 15, IN BLOCK 38 SOUTH, OF MAP OF MIAMI DADE CO., FLA., ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK"B", AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS -OUT LEGAL DESCRIPTION: THAT PART OF LOT 15, BLOCK 38 SOUTH, OF MAP OF MIAMI DADE COUNTY, FLA., ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK "B", AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, IN SECTION 38, TOWNSHIP 54 SOUTH, RANGE 41 EAST. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 12, BLOCK 38 SOUTH, OF SAID MAP OF MIAMI DADE COUNTY, FLORIDA; THENCE ALONG THE SOUTH BOUNDARY OF SAID LOT 12 AND ALONG THE SOUTH BOUNDARY OF LOTS 13, 14 AND 15 OF SAID BLOCK 38 SOUTH, ALSO BEING THE NORTHERLY RIGHT OF WAY LINE OF S.W. 6°' STREET NORTH 87°51'41" EAST FOR 188.15 FEET TO THE POINT OF BEGINNING; THENCE NORTH 02°15'42" WEST FOR 76.98 FEET; THENCE SOUTH 87°44'18" WEST FOR 13.34 FEET; THENCE NORTH 02°15'42" WEST FOR 40.40 FEET TO THE NORTHERLY BOUNDARY OF SAID LOT 15, THENCE ALONG SAID NORTHERLY BOUNDARY SOUTH 68°39'25" EAST FOR 78.78 FEET" TO A POINT ON A LINE LYING 25 FEET WEST OF AND PARALLEL WITH THE CITY OF MIAMI MONUMENT LINE FOR S.W. 2nd AVENUE, ALSO BEING THE WESTERLY RIGHT OF WAY LINE OF S.W. 2' AVENUE; THENCE ALONG SAID LINE SOUTH 02°1629" EAST FOR 6.82 FEET; THENCE CONTINUING ALONG SAID LINE SOUTH 02°15'42" EAST FOR 79.84 FEET TO A POINT ON THE AFORESAID SOUTH BOUNDARY OF SAID LOT 15; THENCE ALONG SAID BOUNDARY, ALSO BEING THE NORTHERLY RIGHT OF WAY LINE OF S.W. 6`" STREET, SOUTH 87°51'41" WEST FOR 57.02 FEET TO THE POINT OF BEGINNING, AND THAT PART OF A PARCEL OF LAND BEING A PORTION OF SEL, L ION 38, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 12, BLOCK 38 SOUTH, OF MAP OF MIAMI-DADE COUNTY, FLORIDA, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK "B", AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; THENCE ALONG THE SOUTH BOUNDARY OF SAID LOT 12 AND ALONG THE SOUTH BOUNDARY OF LOTS 13, 14, AND 15 OF SAID BLOCK 38 SOUTH, ALSO BEING THE NORTHERLY RIGHT OF WAY LINE OF S.W. 6"' STREET, NORTH 87°51'41" EAST FOR 188.15 FEET; THENCE NORTH 02°15'42" WEST FOR 76.98 FEET; THENCE SOUTH 87°44'18" WEST FOR 13.34 FEET; THENCE CONTINUE NORTH 02°15'42" WEST FOR 40.40 FEET TO THE NORTHERLY BOUNDARY OF SAID LOT 15 AND THE POINT OF BEGINNING; THENCE NORTH 02°15'42" WEST FOR 38.29 FEET; THENCE NORTH 87°49'38" EAST FOR 26.61 FEET; THENCE SOUTH 02°1028" EAST FOR 44.96 FEET; THENCE NORTH 87°50'00" EAST FOR 43.81 FEET TO A POINT ON A LINE LYING 25,0 FEET WEST OF AND PARALLEL WITH THE OR Bk 29239 PG :29- LAST PAGE CITY OF MIAMI MONUMENT LINE FOR S.W. 2nd AVENUE; THENCE ALONG SAID LINE, SOUTH 02°15'29" EAST FOR 23.96 FEET TO A POINT OF THE AFORESAID NORTHERLY BOUNDARY OF LOT 15; THENCE ALONG SAID NORTHERLY BOUNDARY NORTH 68°39'25" WEST FOR 76.78 FEET TO THE POINT OF BEGINNING. PARCEL 2: A PORTION OF SOUTH RIVER DRIVE, OF MAP OF MIAMI, DADE CO. FLA., ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK "B", AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, BEING VACATED BY ORDINANCE 688 FROM NOVEMBER 15, 1926, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF LOT 12, BLOCK 38 SOUTH, OF MAP OF MIAMI, DADE CO. FLORIDA; THENCE NORTH 87°51'41" EAST ALONG THE SOUTH BOUNDARY OF SAID LOT 12 AND ALONG THE SOUTH BOUNDARY OF LOTS 13, 14 AND 15 OF SAID BLOCK 38 SOUTH, ALSO BEING THE NORTHERLY RIGHT OF WAY LINE OF S.W. 6th STREET, NORTH 87°51'41" EAST FOR 188.15 FEET; THENCE NORTH 02°15'42" WEST FOR 76.98 FEET; THENCE SOUTH 87°44'19" WEST FOR 13.34 FEET; THENCE NORTH 02°15'42" WEST 40.40 FEET TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 15 AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 02°15142" WEST FOR 45 FEET, MORE OR LESS, TO A POINT ON THE NORTH LINE OF SAID SOUTH RIVER DRIVE; THENCE MEANDER NORTHWESTERLY ALONG SAID NORTH LINE FOR 108 FEET, MORE OR LESS, TO A POINT ON THE NORTHERLY EXTENSION OF THE EAST LINE OF LOT 13, OF SAID BLOCK 38 SOUTH; THENCE SOUTH 02°02'03" EAST ALONG SAID NORTHERLY EXTENSION OF LOT 13, FOR 89 FEET TO THE EAST CORNER OF LOT 1, ALSO BEING THE NORTHEAST CORNER OF LOT 13; THENCE SOUTH 68°3927" EAST ALONG THE NORTH LINE OF LOTS 14 AND 15 FOR 158.36 FEET TO THE POINT OF BEGINNING. 11111111111111111111111111111111101111111 M THIS DOCUMENT PREPARED B\': EVAN R. MARBIN, ESQ. EVAN R. MARBIN & ASSOCIATES, P.A. 48 E. FLAGLER STREET, PH-104 MIAMI, FLORIDA 33131 RECORD AND RETURNTO: Oren Lieber, Esquire Ritter, Zaretsky, Lieber & Jaime, LLP 2915 Biscayne Blvd., Suite 300 Miami, FL 33137 SPECIAL WARRANTY DEED CFN 2014-R.0465 17 OR Bk 29213 Ps 13658 - 659; (2pss) RECORDED 07/01/2014 10:45;55 DEED DOC TAX 69y000.13CE SURTAX 51F750.00 HARVEY RUVI1'€a CLERK OF COURT NIANI-OAOE COUNTY? FLORIDA This Special Warranty Deed made this a day of June, 2014, by and between Ocean Drive Clevelander, Inc., a Florida corporation (the "Grantor"), whose mailing address is 1455 Ocean Drive, #1502, Miami Beach, FL 33139 and CG Miami River LLC, a Delaware limited liability company (the "Grantee") whose post office address is 2915 Biscayne Blvd., #300, Miami, Florida 33137. (Wherever used herein, the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations, trusts and trustees.) Witnesseth, that Grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable consideration in hand paid to Grantor by Grantee, the receipt whereof is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee, the real property (the "Property") hereinafter described, and rights and interest in said real property located in Miami -Dade County, Florida, to wit: Lots 1-G through 7-G, inclusive, of RIVERSIDE WATERFRONT, according to the Plat thereof, as recorded in Plat Book 25, Page 72, of the Public Records of Miami -Dade County, Florida. Folio Number: 01-4138-049-0030 Together with all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Subject to ad valorem taxes for the year 2014 which are not due and payable and to conditions, restrictions and easements of record, provided this shall not serve to reimpose same. AND Grantor hereby covenants with Grantee that Grantor is lawfully seized of the Property in fee simple; that Grantor has good right and lawful authority to sell and convey the Property; and that Grantor hereby fully warrants the title to the Property and will defend the same against the lawful claims of all persons claiming by, through or under Grantor but against none other. Page l of2 OR BY, 2 213 PG 0,659 LAST PAGE IN WITNESS WHEREOF, the Grantor has caused this Special Warranty Deed to be executed the day and year first above written. Signed and delivered in our presence: GRANTOR: OCEAN DRIVE EVELANDER, INC., a Florida corpor Anthony ich, President STATE OF FLORIDA) COUNTY OF MIAMI-DADE) The foregoing instrument was acknowledged before me this 2-6 day of June, 2014 by Anthony J. Karpawich as President of Ocean Drive Clevelander, Inc., a Florida corporation, who is personally known to me or who has produced as identification. SANDRA LEE ASBUURY MY COMMISSION # FF 060559 EXPIRES: December21, 2017 ftdeduruNatiworcultemniers Name: NOTARY PUBLIC, State of Florid Commission No.. My Commission Expires: Pa,e 2 of 2 MIAMI RIVER SPECIAL AREA PLAN Miami River will be a mixed use development bound on the North by the Miami River, on the South by SW 7 Street, on the East by SW 2nd Avenue, and on the West by SW 3rd Avenue. The project will consist of five (5) phases of development, which will include four sixty -story towers, two three-story structures, and an active public riverwalk ("the Project"). The Project will feature recreational and commercial working waterfront, commercial, office, residential and lodging uses. The Project's focal point is the Miami River and the public riverwalk promenade, which extends from the Property into the City of Miami's Jose Marti Park. Each phase is designed to be unique and attractive from any vantage, however, special treatment is reserved for the Miami River facades. In particular, the developer is proposing to activate the riverfront with public access boats slips, recreational and commercial working waterfront establishments, and public gathering spaces, including an outdoor theater with wall -cast opportunity, roundabouts, and sculptures. Verdant landscaping including green roofs, cohesive hardscaping and street furniture, and public amenities will create a sense of place that residents, patrons and visitors will flock to, both by land and river. The unique working waterfront vistas will be enjoyed by boaters and pedestrians alike, ultimately creating a sense of vibrancy along the Miami River Corridor. Additionally, the developer is proposing a host of public improvements to the Project area, the SAP area and its surrounding environs. These improvements include creating a new public riverwalk promenade that extends from the SW 2nd Avenue Bridge through Jose Marti Park as well as significant improvements to existing public open space areas at both Jose Marti Park and the Miami Riverside Center, across the Miami River. New amenities include the creation of streetscapes with pedestrian and cyclist access throughout the Special Area Plan ("SAP") area, significant improvements to Jose Marti Park, and the creation of public gathering spaces along the Miami River and throughout the Project area. The cohesive design of the proposed public amenities and semi- public low-rise structures abutting the Miami River will create a sense of place for residents and visitors alike. Further, the developer is proposing to encourage access of the project both by land and water. This includes proposed improvements to 1-95, SW 7 Street, and SW 3 Avenue; the introduction of an additional access way to the Miami River, through the center of the developer's property, referred to as 2.5 Avenue; and the establishment of an on -site City of Miami Trolley stop. From the Miami River, the developer is proposing to permit public mooring access to the permitted slips within the project, which will provide boaters with direct access to the retail, restaurant, and riverwalk amenities immediately adjacent to the Miami River. The developer is also proposing a water taxi stop, which will provide residents, patrons and visitors without access to private watercraft an opportunity to access the project from the river and encourage transit from Bayside and Marlins Stadium. The Project will become a destination that benefits the Miami River Corridor and also the City's residents who will enjoy the increased access and vistas to the Miami River. The development goals include: • Activate the riverfront with a beautiful and cohesive riverwalk which pedestrian and cyclist enjoyment, as well as neighborhood connectivity; • Facilitate sustainable redevelopment within the downtown area; • Promote civic, economic, and cultural activities along the Miami River; and • Improve safety within the Riverfront area and its environs through lighting and activation of SAP spaces. 1 Revision 4-30-15 MIAMI RIVER SPECIAL AREA PLAN: REGULATING PLAN 1.1 DEFINITIONS OF TERMS Buildout: The construction sequence of building components on a particular site. For the Miami River SAP, Phase I consists of construction of the tower on the northwest portion of the SAP, Phase 2 consists of the construction of two three-story structures and an active riverwalk, Phase 3 the construction of a second tower on the southwest portion of the SAP, while Phases 4 and 5 consist of the construction of towers on the northeast and southeast portions of the SAP, respectively. Phases 3, 4, and 5 do not need to occur sequentially. Design Guidelines: Plans, drawings, and diagrams which accompany and illustrate the intent of this Regulating Plan. Maximum Floorplate Envelope: Configuration of the use of floor plates will change dependent upon tenant leasing plan. Certain areas of the floor plates may be leased while others may not be built out leaving additional open air space. The space plan or use of the floor plate envelope may be modified based upon future leasing and use, up to the maximum envelope described in this Regulating Plan. Regulating Plan: Modifications of the underlying Miami 21 Transect Zone regulations for the lots included in this SAP. SAP: The Miami River Special Area Plan specifically described in this Regulating Plan and the accompanying Design Guidelines. SAP Permit: an administrative permit issued by the Planning Director approving a modification to the provisions of this Regulating Plan and/or Miami River SAP Chapter 163 Development Agreement of more than ten percent (10%) or any deviation deemed to be a major modification by the Planning Director. A modification to the development program, Miami River SAP Chapter 163 Development Agreement, or Miami River SAP Public Benefits Bonus Program shall not, in and of itself, be deemed a major modification. SAP Permits must be consistent with the guiding principles of Miami 21. Any application for a SAP Permit must be submitted to the Planning Department and follow the Warrant procedure delineated in Article 7 of Miami 21. Any changes of less the ten percent (10%) or any deviation deemed to be a minor modification by the Planning Director may be administratively approved by the Zoning Administrator without a SAP Permit through a determination or submitted to the Office of Zoning and follow the Waiver procedure delineated in Article 7 of Miami 21. Shared Street: a private right of way designed for shared pedestrian and vehicular uses. Shared streets shall include amenities which emphasize and enhance the pedestrian experience, including attractive landscape elements, hardscape elements, and streetscape features inclusive of traffic calming elements. 2 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 2 LOT OCCUPATION a. Lot Area 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I U R B A N DISTRICTS CIVIC T6-3 5,000 sf. min. b. Lot Width 100 ft. min c. Lot Coverage d. Floor Lot Ratio (FLR) anui x 85% max.** a.12 or b.22 / 40% additional Public Benefit *** e. Frontage at front Setback 70% min. f. Open Space Requirements 10% Lot Area min. g. Density 150 du/ac- BUILDING SETBACK a. Principal Front b. Secondary Front c. Side d. Rear OUTBUILDING SETBACK a. Principal Front b. Secondary Front c. Side d. Rear PRIVATE FRONTAGES a. Common Lawn b. Porch & Fence c. Terrace or L.C. d. Forecourt e. Stoop f. Shopfront g. Gallery h. Arcade BUILDING HEIGHT (Stories) a. Principal Building b. Outbuilding c. Beneft Height Abutting T6, T5 & T4 only 10 ft. min. 10 ft. min 0 5. min 0 5. min prohibited prohibited prohibited permitted permitted permitted (T6-36 L, T6-36 0) permitted ** permitted 2 min. 36 24 max.** * Or as modified in Article 4, Diagram 9 of this Regulating Plan ** Note: Refer to Article 5 of this Regulating Plan for Specific Transect Zone Regulations. *** Note: Bonus shall not be available for T6 properties abutting T3 properties (refer to Article 3) 1 1 1 1 /f/r 10,000 s.f. min. 100 ft. min. 90% max 5% Lot Area min. 5 ft. min.`* 5 ft. min.** 0 ft. min.** 0 ft. min.** prohibited prohibited permitted permitted permitted permitted permitted ** permitted ** none 8 max. 3 Revision 4-30-15 ARTICLE 4. TABLE 3 BUILDING FUNCTION USES: MODIFICATION FOR MIAMI RIVER SAP AREA T3 SUB -URBAN DENSITY (UNITS PER ACRE) RESIDENTIAL SINGLE FAMILY RESIDENCE COMMUNITY RESIDENCE ANCILLARY UNIT TWO FAMILY RESIDENCE MULTI FAMILY HOUSING DORMITORY HOME OFFICE LIVE - WORK WORK- LIVE LODGING BED & BREAKFAST INN HOTEL OFFICE OFFICE COMMERCIAL AUTO -RELATED COMMERCIAL ESTAB. ENTERTAINMENT ESTABLISHMENT ENTERTAINMENT ESTAB. - ADULT FOOD SERVICE ESTABLISHMENT ALCOHOL BEVERAGE SERVICE ESTAB. GENERAL COMMERCIAL MARINE RELATED COMMERCIAL ESTAB. OPEN AIR RETAIL PLACE OF ASSEMBLY RECREATIONAL ESTABLISHMENT CIVIC COMMUNITY FACILITY RECREATIONAL FACILITY RELIGIOUS FACILITY REGIONAL ACTIVITY COMPLEX CIVIL SUPPORT COMMUNITY SUPPORT FACILITY INFRASTRUCTURE AND UTILITIES MAJOR FACILITY MARINA PUBLIC PARKING RESCUE MISSION TRANSIT FACILITIES EDUCATIONAL CHILDCARE COLLEGE / UNIVERSITY ELEMENTARY SCHOOL LEARNING CENTER MIDDLE / HIGH SCHOOL PRE-SCHOOL RESEARCH FACILITY SPECIAL TRAINING / VOCATIONAL INDUSTRIAL AUTO -RELATED INDUSTRIAL ESTBL. MANUFACTURING AND PROCESSING MARINE RELATED INDUSTRIAL ESTBL. PRODUCTS AND SERVICES STORAGE/ DISTRIBUTION FACILITY T4 URBAN GENERAL R Allowed By Right WAllowed By Warrant: Administrative Process - CRC (Coordinated Review Committee) E Allowed By Exception: Public Hearing - granted by PZAB (Planning, Zoning &Appeals Board) Boxes with no designation signify Use prohibited. T5 URBAN CENTER T6 URBAN CORE C D CIVIC DISTRICTS NIA WWW Uses may be further modified by Supplemental Regulation , State Regulations, or other provisions of this Code. See City Code Chapter 4 for regulations related to Alcohol Beverage Service Estab. * Additional densities in some T6 zones are illustrated in Diagram 9. **AZ: Density of lowest Abutting Zone 4 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING D — DISTRICT DENSITY (UPA) RESIDENTIAL LODGING OFFICE COMMERCIAL D3 - WATERFRONT INDUSTRIAL Office Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 3 parking spaces for every 1,000 sf of office space. • Parking requirement may be reduced according to the Shared Parking Standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within IA mile radius of TOD or within''/< mile radius of a Transit Corridor by thirty percent (30%) as of right by process of Waiver, except when cite is within 500 fcct of T3. • Parking may be provided by ownership or lease offsite within 1000 feet and in Transcct Zonc D by ..fWa piw'cav-ornmtvefvc-r. • Loading - See Article 4, Table 5 of this Regulating Plan. Commercial Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 3 parking spaces for every 1,000 sf of commercial space, except for Public Storage Facilities, minimum 1 parking space for every 10,000 square feet with a minimum of 8 parking spaces. • Parking requirement may be reduced according to the Shared Parking Standard, Article 4, Table 5, except for Public Storage Facilities. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within'/: mile radius of TOD or within''/< mile radius of a Transit Corridor by thirty percent (30%) as of right by process of Waiver, except when citc is within 500 fcct of T3. • Parking may be provided by ownership or lease offsite within 1000 feet and in Transcct Zonc D by ..f IAIaiye • Loading - See Article 4, Table 5 of this Regulating Plan. 5 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING D - DISTRICT DENSITY (UPA) CIVIC CIVIL SUPPORT D3 -WATERFRONT INDUSTRIAL Civic Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 5 seats of assembly uses. • Minimum of 1 parking space for every 1,000 sf of exhibition or recreation space, and parking spaces for other Uses as required. • Parking requirement maybe reduced according to the Shared Parking Standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within'/ mile radius of TOD or within % mile radius of a Transit Corridor by thirty percent (30%) as of right by process of Waiver, cxccpt whcn citc is within 500 fcct of T3. • Parking may be provided by ownership or lease offsite within 1000 feet and in Transcct Zonc D by ,.f WaiveF • Loading - See Article 4, Table 5 of this Regulating Plan. Civil Support Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 1,000 sf. of Civil Support Use. • Parking requirement maybe reduced according to the Shared Parking Standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Minimum of 1 parking space for every 5 seats for assembly uses. • Minimum of 1 parking space for every 5 slips for marine Uses. • Adult Daycare - Minimum of 1 space per staff member. • Parking ratio may be reduced within % mile radius of TOD or within % mile radius of a Transit Corridor by thirty percent (30%) as of right by process of Waiver, cxccpt whcn cite is within 500 fcct of T3. • Parking may be provided by ownership or lease offsite within 1000 feet and in Transcct Zonc D by ..f 1AIaivec • Loading - See Article 4, Table 5 of this Regulating Plan. 6 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING D - DISTRICT DENSITY (UPA) EDUCATIONAL INDUSTRIAL Educational Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 2 parking spaces for every 1,000 sf of educational Use. • Parking requirement maybe reduced according to the Shared Parking Standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within % mile radius of TOD or within % mile radius of a Transit Corridor by thirty percent (30%) as of right by procccc of Waiver, cxccpt when citc is within 500 fcct of T3. • Parking may be provided by ownership or lease offsite within 1000 feet and in Transcct Zonc D by ..f Waiver vcr. • Loading - See Article 4, Table 5 of this Regulating Plan. Industrial Uses are permissible as listed in Table 3, limited by compliance with: • Please referto Article6 for additional specific requirements. • Minimum of 1 parking spaces forevery 1,000 sf of Industrial Use, except for Commercial Storage Facilities, minimum 1 parking space for every 10,000 square feet with a minimum of 8 parking spaces. • Parking requirement may be reduced according to the Shared Parking Standard, Article 4, Table 5, except for Public Storage Facilities. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within % mile radius of TOD or within % mile radius of a Transit Corridor by thirty percent (30%) as of right by process of Waiver, cxccpt when cite is within 500 fcct of T3. • Parking may be provided by ownership or lease offsite within 1000 feet and in Transcct Zonc D by pFBGESS-..f Waiver • Loading - See Article 4, Table 5 of this Regulating Plan. 7 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING T6 - URBAN CORE ZONE 150 — 1,000 UNITS PER ACRE * Residential Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1.5 parking spaces per Dwelling Unit. • Minimum of 1 additional visitor parking space for every 10 Dwelling Units. • Live -work - Work component shall provide parking as required by the non- residential use in addition to parking required for the Dwelling Unit. • Adult Family -Care Homes- Minimum 1 space per staff member and 1 space per 4 residents. • Community Residence- Minimum of 1 parking space per staff member in addition to the parking required for the principal Dwelling Unit(s). • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within % mile radius of TOD or within''%mile rartius of a Transit Corridor by thirty percent (30%) as of right by process of Waiver, except whcn T6 is within 500 fcct of T3. • In T6-60 & T6-80, parking for residential Uses located within 1,000 feet of a Metrorail or Metromover station shall not be required. • Parking may be provided by ownership or lease offsite within 1000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Regulating Plan. Lodging Uses are permissible as listed in Table 3. • Minimum of 1 parking space for every 2 lodging units. • Minimum of 1 additional visitor parking space for every 15 lodging units. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within % mile radius of TOD or within''%mile radius of a Transit Corridor by thirty percent (30%) as of right by procccs • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Regulating Plan. Office Uses are permissible as listed in Table 3. • Minimum of 3 parking spaces for every 1,000 square feet of office use, except in T6-24, T6-36 and T6-48, a minimum of 1 parking space for every 800 square feet of office use shall be provided • In T6-60 and T6-80, a minimum of 1 parking spaceforevery 1,000 square feet of office use shall be provided • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within % mile radius of TOD or within''%mile radius of a Transit Corridor by thirty percent (30%) as of right by process of • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Regulating Plan. * Or as modified in Diagram 9 8 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING T6 - URBAN CORE ZONE COMMERCIAL CIVIC CIVIL SUPPORT 150 UNITS PER ACRE * Commercial Uses are permissible as listed in Table 3, limited by compliance with: • A maximum area of 55,000 square feet per establishment, except for Public Storage Facilities. • Minimum of 3 parking spaces for every 1,000 square feet of commercial use, except for Public Storage Facilities, minimum 1 parking space for every 10,000 square feet with a minimum of 8 parking spaces. • Parking requirement may be reduced according to the Shared parking standard, Article 4, Table 5, except for Public Storage Facilities. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Auto -related- Drive-Thruor Drive -In Facilities - SeeArticle 6. • Parking ratio may be reduced within % mile radius of TOD or within IA mile radius of a Transit Corridor by thirty percent (30%) as of right -by • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Regulating Plan. Civic Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 1 parking space for every 5 seats of assembly uses. • Minimum of 1 parking space for every 1,000 square feet of exhibition or recreation area, and parking spaces for other Uses as required. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within' mile radius of TOD or within 'A mile radius of a Transit Corridor by thirty percent (30%) by process of Waiver, except when site is within 500 feet of T3. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Regulating Plan. Civil Support Uses are permissible as listed in Table 3, limited by compliance with:. • Minimum of 1 parking space for every 1000 square feet of Civil Support Use. • Minimum of1 parking space for every 5 seats of assembly use. • Minimum of 1 parking space for every 5 slips of marine use. • Adult Daycare - Minimum of 1 space per staff member. • Parking requirement may be reduced according to the shared parking standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. • Parking ratio may be reduced within % mile radius of TOD or within'''/ mile radius of a Transit Corridor by thirty percent (30%) by process o Waiver, except when site is within 500 feet of T3. • Parking may be provided by ownership or lease offsite within 1,000 feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Requlatinq Plan. * Please refer to Diagram 9 9 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING T6 - URBAN CORE ZONE EDUCATIONAL Educational Uses are permissible as listed in Table 3, limited by compliance with: • Minimum of 2 parking spaces for every 1,000 square feet o1 Educational Use. • Schools — Minimum of 1 parking space for each faculty or staff member, 1 visitor parking space per 100 students, 1 parking space per 5 students in grades 11 and 12 or Cdlege/University. • Childcare Facilities- Minimum of 1 space for the owner/ operator anc 1 space for each employee, and 1 drop-off space for every 10 client: cared for. • Parking requirement may be reduced according to the Shared Parking Standard, Article 4, Table 5. • Minimum of 1 Bicycle Rack Space for every 20 vehicular space: required. • Parking ratio may be reduced within ,4 mile radius of TOD or within'''/ mile radius of a Transit Corridor by thirty percent (30%) by process o1 Waiver, except when site is within 500 feet of T3. • Parking may be provided by ownership or lease offsite within 1,00C feet by process of Waiver, except when site is within 500 feet of T3. • Loading - See Article 4, Table 5 of this Regulating Plan. 10 Revision 4-30-15 MIAMI RIVER SAP: ARTICLE 4. TABLE 5 BUILDING FUNCTION: PARKING AND LOADING SHARED PARKING STANDARDS SHARING FACTOR Function RESIDENTIAL LODGING OFFICE COMMERCIAL with Function RESIDENTIAL LODGING OFFICE COMMERCIAL The shared Parking Standards Table provides the method for calculating shared parking for buildings with more than one Use type. It refers to the parking requirements that appear in Table 4. The parking required for any two Functions on a Lot is calculated by dividing the number of spaces required by the lesser of the two uses by the appropriate factor from this Table and adding the result to the greater use parking requirement. For instance: for a building with a Residential Use requiring 100 spaces and a Commercial Use requir- ing 20 spaces, the 20 spaces divided by the sharing factor of 1.2 would reduce the total requirement to 100 plus 17 spaces. For uses not indicated in this chart on a mixed use lot a sharing factor of 1.1 shall be allowed. Additional sharing is allowed by Warrant OFF-STREET PARKING STANDARDS ANGLE OF PARKING ACCESS AISLE WIDTH ONE WAY TRAFFIC SINGLE LOADED ONE WAY TRAFFIC DOUBLE LOADED TWO WAY TRAFFIC DOUBLE LOADED 90 223ft 223 ft 223 ft 60 12.8ft 11.8ft 19.3ft 45 10.8ft 9.5ft 18.5 ft Parallel 10 ft 10 ft 20 ft Standard stall: 8.5 ft x 18 ft minimum • Driveways shall have a minimum of 10 feet of paved width of a one-way drive and 20 feet for a two-way drive for parking area providing 10 or more stalls. • Pedestrian entrances shall be at least 3 feet from stall, driveway or access aisle. • Allowable slopes, paving, and drainage as per Florida Building Code. • Off-street Parking facilities shall have a minimum vertical clearance of 7 feet. Where such a facility is to be used by trucks or loading Uses, the minimum clearance shall be 12 feet Residential and 15 feet Commercial and Industrial. • Ingress vehicular control devices shall be located so as to provide a minimum driveway of 20 feet in length between the Base Building Line and dispenser. • For requirements of parking lots, refer to Article 9 and the City of Miami Off-street Parking Guides and Standards. LOADING BERTH STANDARDS T5, T6, CS, CI -HD & CI DISTRICT NOTES RESIDENTIAL* From 25,000 sf to 500,000 sf Berth Types Residential*: 200 sf = 10 ft x 20 ft x 12 ft Commercial**: 420 sf = 12 ft x 35 ft x 15 ft Industrial***: 660 sf= 12 ft x 55 ft x 15 ft * Residential loading berths shall be set back a distance equal to their length. ** 1 Commercial berth may be substituted by 2 Residential berths *** 1 Industrial berth may be substituted by 2 Commercial berths. Industrial berths may be located on in Berth Size Loading Berths 420 sf 1 per first 100 units 200 sf 1 per each additional 100 units or fraction of 100. Greater than 500,000 sf Berth Size Loading Berths 660 sf 1 per first 100 units 200 sf 1 per each additional 100 units or fraction of 100. LODGING From 25,000 sf to 500,000 sf From 25,000 sf to 500,000 sf Berth Size Loading Berths 420 sf 1 per 300 rooms 200 sf 1 per 100 rooms Greater than 500,000 sf Berth Size Loading Berths 660 sf 1 per 300 rooms 200 sf 1 per 100 rooms Berth Size Loading Berths 420 sf 1 per 300 rooms 200 sf 1 per 100 rooms Greater than 500,000 sf Berth Size Loading Berths 660 sf 1 per 300 rooms 200 sf 1 per 100 rooms on -street loading areas provided deliveries are made within dedicated hours of operation: 6am to 11am. A required Industrial or Commercial loading berth may be substituted by a Commercial or Residential loading berth, by Waiver, if the size, character, and operation of the Use is found to not require the dimensions specified and the required loading berth dimension could not otherwise be provided according to the regulations of this Code. OFFICE COMMERCIAL** INDUSTRIAL*** From 25,000 sf to 500,000 sf From 25,000 sf to 500,000 sf Berth Size Loading Berths Area 420 sf 1st 25Ksf-50Ksf 420 sf 2nd 50Ksf-100K sf 420 sf 3rd 100Ksf-250Ksf 420sf 4th 250Ksf-500Ksf Berth Size Loading Berths Area 420 sf 1st 25Ksf-50Ksf 420 sf 2nd 50K sf-100K sf 420 sf 3rd 100K sf- 250K sf 420sf 4th 250Ksf-500Ksf Greater than 500,000 sf Greater than 500,000 sf Berth Size Loading Berths Area 660 sf 1 / 500K sf Berth Size Loading Berths Area 660 sf 1 / 500K sf 11 Revision 4-30-15 ARTICLE 4. DIAGRAM 9 RESIDENTIAL DENSITY INCREASE AREAS C`' islr4: hn1` 'um FE MIAMI RIVER 400 units/acre Note: The Official Miami 21 Residential Density Increase Areas Diagram is maintained in the Office of the City Clerk. REFER TO MIAMI COMPREHENSIVE NEIGHBORHOOD PLAN th Stree I etian Causeway L i i rim �_ L Causeway 1-395 7th Street Flagler Street OMNI 500 units/acre SEOPW 300 units/acre CBD 1,000 units/acre RIVER QUADRANT 500 units/acre LITTLE HAVANA 200 units/acre BRICKELL 500 units/acre 12 Revision 4-30-15 MIAMI RIVER SAP: ILLUSTRATION 5.10 WATERFRONT DISTRICT (D-3) BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 10,000 s.f. min. b. Lot Width 30 ft min. c. Lot Coverage 90% max. d. Floor Lot Ratio (FLR) N/A e. Frontage at front Setback None f. Open Space 5% Lot Area min. 9. Density N/A BUILDING SETBACK a. Principal Front 5 ft. min. b. Secondary Front 5 ft. min. c. Side 0 ft. min. or abutting zone d. Rear 0 ft. min. or abutting zone e. Abutting Side or Rear T5 & T6 0 ft. min. 1'tthrough 6" Story Abutting Side or Rear T4 6 ft. min. 1s'through 3rd Story 26 ft. min. above 3rdStory Abutting Side or Rear T3 6 ft. min. 1s'through 2n° Story 26 ft. min. above 3r° Story f. Waterfront (supersedes other 50 ft. min. for enclosed structures Setback requirements) 25 ft. min for open terraces, stairs, and balconies BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Porch & Fence prohibited c. Terrace or L.C. permitted d. Forecourt permitted e. Stoop permitted f. Shopfront permitted 9. Gallery permitted by Special Area Plan h. Arcade permitted by Special Area Plan BUILDING HEIGHT a. Min. Height None b. Max. Height 8 Stories max. c. Max. Benefit Height N/A BUILDING PLACEMENT 1 5mks • let 2nd 3rd layer layer layer PARKING PLACEMENT Comer Ld1 Interim Loll mets N 5'mh. IPmh. Umks -4 1a1 2d 3m1 laYer *if layer BUILDING HEIGHT ABUTTING SIDE & REAR ALL ZONES D(CEFT T6, T5, T4 & T3 F 7 26 rm 5 4 ABUT71NG SIDE & REAR T4 1st IsAmr 21d tad La t 5 jr 43 7 32 mkt 6 181 min. 5 4 3 2 0 min. ABUTTING SIDE & REAR T5 & T6 39 m�A finis 1 MUTING MEBMATS 13 Revision 4-30-15 MIAMI RIVER SAP: ILLUSTRATION 5.10 WATERFRONT DISTRICT (D-3) 5.10 WATERFRONT INDUSTRIAL DISTRICT ZONES (D3) 5.10.1 Building Disposition (D3) a. Newly platted Lots shall be dimensioned according to Illustration 5.10 of this Regulating Plan. b. Lot coverage by Building shall not exceed that shown in Illustration 5.10 of this Regulating Plan. c. A Building shall be disposed in relation to the boundaries of its Lot according to Illustration 5.10 of this Regulating Plan. d. One or more Buildings may be built on each Lot as shown in Illustration 5.10 of this Regulating e. Setbacks for Buildings shall be as described in the City of Miami Charter, Section 3(mm) and Illustration 5.10 of this SAP Regulating Plan shown in Article, Table 2 and IIIuctratio Q 5.10.2 Building Configuration (D3) a. Development within Private Frontages shall comply with Illustration 5.10. b. Encroachments shall be as follows: At the First Layer, cantilevered Awnings and entry canopies may encroach up to one hundred percent (100%) of the depth of the Setback, except as may be further allowed by Chapter 54 of the City Code; cantilevered balconies, bay windows, and roofs may encroach up to a three (3) feet depth of the Setback, except for Waterfront Setbacks. Waterfront setbacks shall be as described in Illustration 5.10 of this Regulating Plan. Other cantilevered portions of the Building shall maintain the required Setback. At the Second Layer, no encroachments are permitted except that Facade components promoting energy efficiency such as shading and screening devices that are non -accessible may encroach a maximum of three (3) feet. c. Galleries and Arcades shall be a minimum fifteen (15) feet deep and may encroach up to one hundred percent (100%) of the depth of the Setback., and may be rcquircd as a part of a Special Area Plan. Galleries and Arcades shallmay occupy up to fifty percent (50%) of Waterfront Ssetbacks as shown in the Design Guidelines. d. Except for the Waterfront Frontage, all storage, utility and infrastructure elements including service areas, Loading space, transformers, telephone boxes, garbage cans, dumpsters, condensers, meters, backflow preventers, siamese connections and the like shall be located within the Second or Third Layer and concealed from view from any Frontage or Sidewalk by Streetscreens, and opaque gates. Loading and service entries shall be accessed from Alleys when available. e. Vehicular entries, Loading space and service areas shall be permitted on Principal Frontages. f. Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 and be allocated as required in Illustration 5.10 of this Regulating Plan. Industrial uses requiring additional Height in D3 may be permitted by Waiver, subject to the Planning Director's agreement that the applicant has demonstrated that the use specifically requires the proposed Heig ht. g. Mechanical equipment on a roof shall be enclosed by parapets of a minimum Height required to conceal mechanical equipment. Other ornamental Building features may extend above the 14 Revision 4-30-15 MIAMI RIVER SAP: ILLUSTRATION 5.10 WATERFRONT DISTRICT (D-3) maximum Building Height. Roof decks shall be permitted up to the maximum Height. Trellises may extend above the maximum Height up to eight (8) feet. Extensions above the maximum Height for stair, elevator and mechanical enclosures or ornamental purposes only shall be permitted by process of Waiver. h. Streetscreens shall be between three and a half (3.5) and eight (8) feet in Height. The Streetscreen may be replaced by a hedge or fence. Streetscreens shall have openings no larger than neces- sary to allow automobile and pedestrian access. i. Parking, loading, service, utility, and storage areas and uses shall be screened from view of abut- ting zoning districts (other than D1 and D2 Zones), including shade trees spaced a minimum of thirty (30) feet on center. Screening shall not be required along the waterfront. 5.10.3 Building Function & Density (D3) a. Buildings shall conform to the Functions, Densities, and Intensities described in Article 4, Tables 3 and 4 and Illustration 5.1034 of this Regulating Plan. 5.10.4 Parking Standards (D3) a. Vehicular parking shall be required as shown in Article 4, Tables 4 and 5 of this Regulating Plan Article'F, TTabies 3 and it and IIIu ration 5 10 and orticle 6. Required parking may be provided provided by ownership, through a Covenant in Lieu of Unity of Title, or offsite lease within 1,000 feet of the proposed use. b. On -street parking available along the Frontage Lines that correspond to each Lot shall be counted toward the parking requirement of the Building on the Lot. c. All parking, including open parking areas, covered parking, garages, Loading spaces and service areas shall be masked from the Frontage by a Streetscreen as illustrated in Article 4, Table 8 of Miami 21. Underground parking may extend into the Second and First Layers only if it is fully underground and does not require raising the first -floor elevation of the First and Second Layers above that of the Sidewalk. d. Buildings mixing uses shall provide parking required for each Use. Shared Parking shall be calculated according to Article 4, Table 5 of this SAP Regulating Plan. 5.10.5 Architectural Standards (D3) a. Temporary structures shall be permitted only as per City Code. b. Roof materials should be light-colored, high Albedo or a planted surface. 5.10.6 Landscape Standards (D3) a. The First Layer as shown in Illustration 3.1 Article /I, Table 6 shall be paved and landscaped substantially in accordance with the Streetscapes as shown on pages L-6 through L-10 of Book 15 Revision 4-30-15 MIAMI RIVER SAP: ILLUSTRATION 5.10 WATERFRONT DISTRICT (D-3) 2 of this -Regulating Plan to match the Public Frontage as shown in Article 8, Table C. b. Unpaved green space shall be a minimum five percent (5%) of the total Lot Area. 5.10.7 Ambient Standards (D3) a. Noise regulations shall be as established in the City Code. b. Average lighting levels measured at the Building Frontage shall not exceed 1.0 fc (foot-candles). c. Lighting of Building and Abutting Open Spaces shall be compatible with street lighting ofAbutting public spaces as illustrated in Article 8 of Miami 21. Interior garage lighting fixtures shall not be visible from streets. d. The lighting fixtures of exposed rooftop parking shall be concealed by a parapet wall and shall not be seen from surrounding streets. 16 Revision 4-30-15 MIAMI RIVER SAP: ILLUSTRATION 5.6 URBAN CORE TRANSECT ZONES (T6-36) BUILDING DISPOSITION LOT OCCUPATION a. Lot Area 5,000 s.f. min. b. Lot Width 100 ft min. c. Lot Coverage -1-8 Stories 850% max. -Above 8`" Story 2044,000 sq. ft. max. Floorplate for Residential & Lodging 30,000 sq. ft. max. Floorplate for Office & Commercial d. Floor Lot Ratio (FLR) T6-36a: 12 / 40% additional Public Benefit T6-36b: 22 / 40% additional Public Benefit e. Frontage at front Setback 70% min. f. Open Space 10% Lot Area min. 9. Density 400150 du/ac max.* BUILDING SETBACK a. Principal Front 10 ft. min.; 20 ft. min. above 8" Story b. Secondary Front 10 ft. min.; 20 ft. min. above 8" Story c. Side 0 ft. min.; 230 ft. min. above 8" Story d. Rear 0 ft. min.; 230 ft. min. above 8" Story e. Abutting Side or Rear T5 0 ft. min. 1*' through 5" Story 10 ft. min. 6'through 8" Story 30 ft. min. above 8" Story f. Waterfront (supersedes 50 ft. min. 111 story other setback requirements) 25 ft. min. 2nd Story and above BUILDING CONFIGURATION FRONTAGE a. Common Lawn prohibited b. Porch & Fence prohibited c. Terrace or L.C. prohibited d. Forecourt permitted e. Stoop permitted f. Shopfront permitted (T6-36 L and T6-36 0 only) 9. Gallery permitted by Special Area Plan h. Arcade permitted by Special Area Plan BUILDING HEIGHT a. Min. Height 2 Stories b. Max. Height 36 Stories c. Max. Benefit Height 24 Stories Abutting all Transects Zones exceptT3 * Or as modified in Diagram 9 BUILDING PLACEMENT PARKING PLACEMENT 1st 101 21a 1-8Ter Le' 3rd Ems. BUILDING HEIGHT Mac —PT 1 Ma FAN 36 20 ran Amn-rricSE1E&AEAAALLzo laGEFrTS,T4&T3 26 L �r ' I 1$'frY1. IM Uri I let 24d 3rd 96 20 min ' 2 11 0 9 M 7 7 la lnrt ii—i., 6 6 4 9 2 drrtn. py RS 1H 1GSICE&EEAR T5 1st Wad 17 Revision 4-30-15 MIAMI RIVER SAP: T6 ZONE REGULATIONS 5.6 URBAN CORE TRANSECT ZONES (T6) 5.6.1 Building Disposition (T6) a. Newly platted Lots shall be dimensioned according to Illustration 5.6 of this Requlatinq Plan. b. Lot coverage by any Building shall not exceed that shown in Illustration 5.6 of this Requlatinq c. Buildings shall be disposed in relation to the boundaries of their Lots according to Illustration 5.6 of this Requlatinq Plan. d. Buildings shall have their principal pedestrian entrances on a Frontage Line or from a courtyard at the Second Layer. e. For the minimum Height, Facades shall be built parallel to the Principal Frontage Line along a minimum of seventy percent (70%) of its length on the Setback Line as shown in Illustration 3.2. In the absence of Building along the remainder of the Frontage Line, a Streetscreen shall be built co -planar with the Facade to shield parking and service areas. In the case of two (2) or three (3) Principal Frontages meeting at Thoroughfare intersections, the Building corner may recede from the designated Setback up to twenty percent (20%) of the Lot length. f. At the first Story, Facades along a Frontage Line shall have frequent doors and windows; pedes- trian entrances shall occur at a maximum spacing of seventy five (75) feet and vehicular entries shall occur at a minimum spacing of f+vethree and one half (3.5) sixty (60) feet unles approvcd by Waiveras shown in the Design Guidelines. g. Setbacks for Buildings shall be as shown in Illustration 5.6 of this Regulating Plan. Where the property to be developed abuts a Structure other than a Sign, a Waiver may be granted so the proposed Structure matches the ground level dominant setback of the block and its context. Frontage Setbacks above the eighth floor for Lots having one (1) dimension measuring one hundred (100) feet or less may be a minimum of zero (0) feet by Waiver. For T6-36, T6-48, T6-60 and T6-80, the Frontage Setbacks above the eighth floor shall not be required for a Frontage facing a Civic Space or a Right -of -Way seventy (70) feet or greater in width. At property lines Abutting a lower Transect Zone the Setbacks shall reflect the transition as shown in Illustration 5.6 of this Regulating Plan. h. Above the eighth floor, minimum building spacing sixty (60) feet, except that where the Build- ing abuts T5, the sixty (60) feet required spacing shall be above the fifth floor. For T6-24, T6-36, T6-48, T6-60 and T6-80 Lots having one dimension one hundred (100) feet or less, side and rear Setbacks above the eighth floor may be reduced to a minimum of twenty (20) feet by Waiver. For T6-36, T6-48, T6-60 and T6-80 above the eighth floor in the Second Layer, at a setback of ten (10) feet, an additional two stories of habitable space may extend a maximum sixty percent (60%) of the length of the street Frontages. For T6-24, T6-36, T6-48, T6-60 and T6-80 above the eighth floor an additional six feet of non -habitable space may be allowed without additional setback to accommodate depth of swimming pools, landscaping, transfer beams, and other structural and mechanical systems. i. For sites with three hundred and forty (340) feet Frontage length or more, a Ceross-clock passage shall be provided as follows: If the Frontage Line of a site is at any point more than three hundred and forty (340) feet from a Thoroughfare intersection, the Building shall provide a cross -Block Pedestrian Passage. If the Frontage Line of a site is at any point six hundred and 18 Revision 4-30-15 MIAMI RIVER SAP: T6 ZONE REGULATIONS J. fifty (650) feet from a Thoroughfare intersection, a vehicular GCross-Block passage or Shared Street shall be provided. Such a CGross-Block Passage may be covered above the first floor by a maximum of fifty percent (50%) twenty five percent (25%) of its length with Structures connecting Buildings, such as a terrace, pedestrian bridge, vehicular bridge, or enclosed parking. In T6-36, T6-48, T6-60 and T6-80 a Pedestrian Passage may be roofed and shall be lined with frequent doors and windows. A Shared Street shall emphasize the pedestrian experience while at the same time permit access for vehicles operating at low speeds. Vehicular and pedestrian areas shall exist at the same elevation and shall be demarcated by bollards and/or other attractive vehicular excluding design elements. The vehicular drive space shall be one -directional, a minimum of twelve (12) feet in width, and shall be lined by landscape and hardscape elements for pedestrian use and interaction, A Shared Street may be covered above the first floor by a maximum of sixty-five percent (65(%) of its length with Structures connecting Buildings, such as terraces, pedestrian bridges, vehicular bridges, or enclosed parking. Maximum Lot size as shown in Illustration 3.2 may be increased by Exception for Uses that serve the Neighborhood. 5.6.2 Building Configuration (T6) a. Development within Private Frontages shall comply with Article 4, Table 6 of Miami 21, and Illustration 5.6 of this Regulating Plan, except that sidewalks shall be no more than six (6) feet wide - Article '1, T c 2 and 6. and IIIustration F. 6 �Q. b. Above the cighth ninth floor, the Building Floorplate dimensions shall be limited as follows: 1. 15,000 square feet maximum for Residential Uses in T6-8, T6-12 and T6-24 2. 204-8,000 square feet maximum for Residential Uses in T6-36, T6-48, T6-60 and T6-80 3. 30,000 square feet maximum for Commercial Uses and for parking 4. 204-80 feet maximum length for Residential Uses 5. 215 feet maximum length for Commercial Uses c. Encroachments shall be as follows: At the First Layer, cantilevered Awnings and entry canopies may encroach up to one hundred percent (100%) of the depth of the Setback, except as may be further allowed by Chapter 54 of the City Code. Above the first Story, cantilevered balconies, bay windows, and roofs may encroach up to three (3) feet of the depth of the Setback. Architectural elements, screening, decorative facade components, pedestrian bridges, may encroach the full depth of setback and may encroach over public rights of way above twenty (20) feet. Other cantilevered portions of the Building shall maintain the required Setback. Above the eighth Story, no Encroachments are permitted, except that Facade components promoting energy efficiency such as shading and Screening devices that are non -accessible may encroach a maximum of three (3) feet. d. Galleries and Arcades shall be minimum fifteen (15) feet deep, may encroach one hundred percent (100%) of the depth of the Setback and shall overlap the whole width of the Sidewalk to within two (2) feet of the curb. e. All outdoor storage, electrical, plumbing, mechanical, and communications equipment and ap- purtenant enclosures shall be located within the Second or Third Layer and concealed from view from any Frontage or Sidewalk by Liner Buildings, walls, Streetscreens, or opaque gates. These shall not be allowed as Encroachments. 19 Revision 4-30-15 MIAMI RIVER SAP: T6 ZONE REGULATIONS f. Loading and service entries shall be within the Third Layer and shall be accessed from Alleys when available, and otherwise from the Secondary Frontage, except as shown in the Design Guidelines. In accordance with the Design Guidelinescu -s, loading shall be permitted on streets along Secondary frontages within clearly demarked loading zones, for use only between 6:00am and 11:00am. Loading spaces and scrvicc ar as shall be intcrnal to the building. Where Lots have only Principal Frontages, vehicular entries, Loading Docks and service areas shall be permitted on Principal Frontages by Waiver. g. Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 of this SAP Regulating Plan and be allocated as required in Illustration 3.25.6. First -floor elevation shall be at average Sidewalk grade. A first level Residential Function or Lodging Function should be raised a minimum of two (2) feet and a maximum of three and a half (3.5) feet above average Sidewalk grade. Existing one Story Structures shall be considered conforming and may be enlarged. h. Mechanical equipment on a roof shall be enclosed by parapets of the minimum Height neces- sary to conceal it, and a maximum Height of twenty-five (25) ten (10)feet with architectural treatment. Other enclosures for housing stairs, elevators or mechanical equipment or for ornamental Building features may extend up to ten (10) feet above maximum height for T6-8 and T6-12, unless approved by Waiver. There shall be no limitation for ornamental element, stair, elevator or mechanical equipment extensions above maximum Height for T6-24, T6-36, T6-48, T6-60 and T6-80. Roof decks shall be permitted up to the maximum Height. Trellises may extend above the maximum Height up to fourteen (14) feet. i. All ground floor and roof top utility infrastructure and mechanical equipment shall be concealed from public view. At the building Frontage, all equipment such as backflow preventers, siamese connections, and the like shall be placed within the line of the Facade or behind the Streetscreen. On the roof a screen wall shall conceal all equipment except antennas from lateral view. Exhaust air fans and louvers may be allowed on the Facade only on the Secondary Frontages above the first floor. j. Streetscreens or fences shall be between three and a half (3.5) and eight (8) feet in Height and constructed of a material matching the adjacent building Facade or of masonry, wrought iron or aluminum. The Streetscreen may be replaced by a hedge. Streetscreens shall have openings no larger than necessary to allow automobile and pedestrian access. Streetscreens shall be located coplanar with the Building Facade Line. Streetscreens over three (3) feet high shall be fifty percent (50%) permeable or articulated to avoid blank walls. k. Within the Second and Third Layers, fences and walls shall not exceed a Height of eight (8) feet. I. The ground floor along all Primary Frontages shall contain Habitable Space. 5.6.3 Building Function & Density (T6) a. Buildings in T6 shall conform to the Functions, Densities, and Intensities described in Article 4, Table 3 and 4 and Illustration 5.6 of this Regulating Plan. Certain Functions as shown in Article 4, Table 3 of this Regulating Plan shall require approval by Warrant or Exception. b. The calculation of the FLR shall not apply to that portion of the building that is entirely below base flood elevation. 20 Revision 4-30-15 MIAMI RIVER SAP: T6 ZONE REGULATIONS 5.6.4 Parking Standards (T6) a. Vehicular parking and loading shall be required as shown in Article 4, Tables 4 and 5 of this Regulating Plan. b. On -street parking available along the Frontage Lines that correspond to each Lot shall be counted toward the parking requirement of the Building on the Lot. c. Parking should be accessed by an Alley. Parking shall be accessed from the Secondary Front- age when available. Where Lots have only Principal Frontages, parking may be accessed from the Principal Frontages. d. Primary Frontage. All parking, including drop-off drives and porte-cocheres, open parking areas, covered parking, garages and service areas shall be located within the Third Layer and shall be masked from the Frontage by a Liner Building or Streetscreen as illustrated in Article 4, Table 8 of Miami 21. Parking may extend into the Second Layer above the first (1) Story, by Waiver, if an art or glass treatment, of a design to be approved by the Planning Director, with the recommendation of the Urban Development Review Board, is provided for one hundred (100%) percent of that portion of the Pedestal Facade. Surface parking may extend into the Second Layer a maximum of twenty five percent (25%) of the length of the Primary Frontage up to a maximum of fifty (50) feet. e. Secondary Frontage. All Parking, open parking areas, covered parking, garages, Loading Spaces and service areas shall be located in the Second Layer and shall be masked from the Frontage by a Liner Building or Streetscreen for a minimum of fifty percent (50%) of the length of the front- age or height of the pedestal. Above ground Parking may extend into the Second Layer beyond fifty percent (50%) of the length of the frontage or height of the Pedestal if an art or glass treatment of a design to be approved by the Planning Director is provided for that portion of the pedestal facade. f. Underground parking may extend into the Second and First Layers only if it is fully underground and does not require raising the first -floor elevation of the First and Second Layers above that of the sidewalk. Ramps to underground parking shall be within the Second or Third Layers. g. The vehicular entrance of a parking Lot or garage on a Frontage shall be no wider than thirty (30) feet and the minimum distance between vehicular entrances shall be a minimum of three and a half (3.5) sixty (60) feet. Vehicular entrances must be arranged in a manner respectful of pedestrian conditions and as shown in the Design Guidelines. h. Pedestrian entrances to all parking Lots and parking structures shall be directly from a Frontage Line. Underground parking structures should be entered by pedestrians directly from a Principal Building. i. Buildings mixing uses shall provide parking for each Use. Shared Parking shall be calculated according to Article 4, Table 5 of this Regulating Plan. 5.6.5 Architectural Standards (T6) a. Temporary structures such as construction trailers, sales trailers, recreational vehicles and other temporary structures shall be allowed as per City Code and this SAP. 21 Revision 4-30-15 MIAMI RIVER SAP: T6 ZONE REGULATIONS b. The Facades on Retail Frontages shall be detailed as storefronts and glazed with clear glass no less than seventy percent (70%) of the sidewalk -level Story. Security screens shall be seventy percent (70%) open. c. Roof materials should be light-colored, high Albedo or a planted surface and shall comply with Article 3, Section 3.13.2 of Miami 21. d. The Facade of a parking garage that is not concealed behind a Habitable Liner and all Elevations shall be screened to conceal all internal elements such as plumbing pipes, fans, ducts and light- ing. Ramping should be internalized wherever possible. Exposed spandrels shall be prohibited. The exposed top level of parking structures shall be covered a minimum of sixty percent (60%) with a shade producing structure such as, but not limited to, a vined pergola or retractable canvas shade structure. 5.6.6 Landscape Standards (T6) a. The First Layer as shown in Article 4, Table 8 of Miami 21 shall be paved and landscaped to match the Public Frontage as shown in Article 8 of Miami 21. b. Open Space shall be a minimum ten percent (10%) of the total Lot area. Ten percent (10%) of the Open Space provided in Second or Third Layer shall be landscaped. 5.6.7 Ambient Standards (T6) a. Noise regulations shall be as established in the City Code. b. Average lighting levels measured at the Building Frontage shall not exceed 20 fc (foot-candles). c. Lighting of building and contingent Open Spaces shall be compatible with street lighting ofAbut- ting public spaces as illustrated in Article 8 of Miami 21. Interior garage lighting fixtures shall not be visible from streets. d. The lighting fixtures of exposed rooftop parking shall be concealed by a parapet wall and shall not be seen from surrounding streets. 22 Revision 4-30-15 ll ItififillET 11071,1c:1w 1111111•11Lat p III 111111 AL AREA PLAN SEPTEMBER 11, 2014 BOOK 2 Revision 1 - December 19, 2014 Revision 2 - January 28, 2015 Revision 3 - February 26, 2015 Revision 4 - April 01, 2015 Revision 5 - April 30, 2015 Ownership: CG Miami River, LLC = I lolill-41P- Or' - P,E BERCOW RADELL 6. FERN AN DEZ jUNGLES Kimley Morn VS -44-04;rdt 4ezi ^.4 '#6 „ .$.7. r•Iti vt. MIAMI RIVERMAINN CG MIAMI RIVER, LLC 3200 STIRLING ROAD HOLLYWOOD, FL 33021 rA KOBI KARP KOBI KARP ARCHITECTURE AND INTERIOR DESIGN 291S BISCAYNE BLVD SUITE 200 MIAMI, FL 33137 ROMAN AND WILLIAMS BUILDINGS AND INTERIORS 324 LAFAYETTE STREET, 6TH FLOOR NEW YORK, NY 10012 Kimley»>Horn KIMLEY HORN 1221 BRICKELL AVENUE SUITE 400 MIAMI, FL 33131 JUNGLES RAYMOND JUNGLES 242 SW STH STREET MIAMI, FL 33130 Kimley»»Horn KIMLEY HORN 1221 BRICKELL AVENUE SUITE 400 iMiEDASTAL ENGINEER, - n 'a:' COASTAL SYSTEMS INTERNATIONAL, INC 464 SOUTH DIXIE HIGHWAY CORAL GABLES, FL 33146 BERODW RADELL&FcRNANDEZ BERCOW RADELL & FERNANDEZ, PA 200 SOUTH BISCAYNE BLVD SUITE 850 MIAMI, FL 33131 BOOK 2 SITE 51249E2 I OE sums d or 3, -04 D110PMLN1 67.0015157.0 to l00 5u1vt1SOS 3 f051 moil *.ARE LLOUTDON nu AS 1R029.16 Y14 coon 1loos Len11N0 5111 1050111015 AS L nnse15114 CO721T10959A7/001511( OILOS As CUAR1NT Selz (ON0111nu5 FAMONAMICV1CW5 A39 CORRENT 511 CAHOnN1N5 AAll 1t L11510N0G De mA1. nMN 910005E05rt1 Pun ZONING DIAGRAMS I3 ON e0ENNNNI4SIf PROPOSED! 5d LANOU10 MAP HI 10EN140Pm41d1 135 00E0I 501Al of 3 os 49101ECT OVA 20f3 116 93010I DA1A Rosa 92 401E0/111AGL RI 5APARU 135 [RONIAGN. DIAGRAA 130 tA2I90 OIAGILUA Nl4 0,71215212655C0111130,11.10.1151 012 CAINAP3A15 LINE 510410AI Els 1,12411•19 0.11.591, 9A54ME6rI 15511 S]s LOADINGOMGRAM. 061201.9 LEVEE TRADOTIIAGRAM5 616 1195,03 mow. PORIIC ACEIS5 PNn OIS 9EEE55PL0I1 P.O W- MO5N1CAn0 o10GRAN1 010 LOADING M41FUv14F4NY 911 LoADIND isingl/1FAR3Itt 322 113E 514099 014*0217 1323 vtCRSTRIAN CI0 ULA1ION10 sW 25 AVE 32e AA454C110NA101ACPANIS 925 OLOWIOASTAi6 CoasTAI Hx.h HALMSD ONORAM 6126 6UI101EAD0Y51GM86445INE 100LAGE 022 END DE 0056175130411137375E131515 454 IASI 04 519 AID SIP1I I NURp05 enen - 501AS 9T9 MEAD SECTION O&AGRA. 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FANPFEEICIEAE ATCVFAWAN FI u100600.34 15T L1 95R5PECTNE AT DDLOPEN59..410 09 1111L AND PTAN1 MEIN NO 141E6 AND new P010514 Lel WE 04.1679011965 Lad 014 FUPMSHI9GS +03 m593A1009 IMAGES on 1 113103E ma P1R09EE112F EONCFPT 1Af.d 13311DGE 02 PERSPECTIVE COMEPI 01 OVERALL UT105[a7E ewe LY 0v5Paµ LANDSCAPE 19019 • 41470E ] 06 O97FRAL44ANCSC4YLPUN PHA51 EN OP(RALI IAN05[4F4 90N. row 2s. LLD moss LW 04(AF4 MAu . r45450 D. LAD OVERALL 3ANDSCAPI PINE PRASE A 150 4119 HALL 341105GF11,L3N PHAsta LSI OVERALL l.N(S{ P(0L974.Pr1A5iS 02 a1EA41L0770509I909 Nep um L53 SWAMI. sefrOsUIPE PAN 1 LE LSA OW43V. 956ALLS[APEPN . 11H.[L lll(L 155 ainceeun DETAILS INDEX 10 4 10 Q 2 CG MIAMI RIVER LLC 11111.111.1.11 Snn4P3EM AS DK 14.2014 4s Ian 27, 20I5 A Feb 2G 2015 AA Apr GL MS 5 Apr 30. :5115 Kimley Horn JUNGLES COBI r. RF ARCHITECTURE INTERIOR. DESIGN PLANS/MCI FIP 4.5,1,110 IANAPAPSAIANAPAPA A, srrE Ai SMPMEV 113E3 AP SWAY Of 3-DEVELOPMENTANOOISTANCE TOTOO A3 Sukufr 30F3- ROSE Mann PM • COCARONMAP AS SRC ANIMA A5 E?•<'SONG SRECWORCNS AP C%611NG NTE[ONDmONS ASCURRENT Sr. - W0mC.5-.549nun1C'MMY nP COn0ENT SRE CWDITIOM•.S.AQLWIC VMS 0.E0 [WANT RTC ENNEHTltrd Al 1 isxl146.AFNA1 RAN N2 PROPOSED SITE PAN SPECAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER >l, tOEA REVISIONS CVIViS ISlNS ,CAS D4.e.14.2014 fan 28.201E yj Feb. 36, 2015 Enns. npr.91.2015 t]] Ap30,2015 14YM Kimley JUNGLES KO0I KARP ARCHITECTURE INTERIOR OESIGN PLANNING CRY OF 1.. ".E9 nu A. NCAne NGf1''::'faj�111ARD0 66-_ w n 6. t all .n I.IICATICEN SKETCH A-_ a = Elizt9 l■ 1. = �1--s- � E-=ems i�! �, pzii =_tea ,�� CMILIEj, ,� St SLl5RY1.'S NOM • • se C�CC - Imo f r■ r. 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VIEW OF RIVER AND BRICKELL FROM 2ND AVENUE BRIDGE ' f1F MV.MI 'i- ';'J bOAPUa CURRENT CONDITIONS - PANORAMIC VIEWS CG MIAMI RIVER LLC SEPTFMEER 11.00*1 RE•Vr0IONS a. Dec 19, 2014 el. 9arv. 00,2015 FM.2C 2015 Apr, 01, 3015 ® Apr.30.2015 Rw. Kimley »Horn HOES c� ARCHITECTURE *MTRIOR DESIGN PUMAS .13 NUM nu own:rm. A-9 VIEWS OF THE 2ND AVENUE BRIDGE EAST SIDE CURRENT CONDITIONS z < CG MIAMI RIVER LLC SEPTENID1R 11, 1014 REVIS1a4S .11 Dec.19. 201,1 It tin. 26. 2915 • seb. 25. 2015 • Axoi,zoi5 • 03 30. 2D1S Kimley »Horn K091 KARP AliCNCTUTURe INTERIOR DESIDN P LAPOilleeD 11.11L MaD KARS • rel WI 3.,11 i......133111•APP{OM A-1O 1 — 11.. 5,22j1 H•rdll 4 .1,1 A 0 . , _ , ,..fl it .. .., I • 71- (tit :12017illEti*A SEPTEMBER 11, 2014 RE VISIGNS Ei5 Dec 10, 2014 • 7EL 7015 Feb. 26. 2015 ▪ Nan 01. 7015 ▪ EW.* 2015 Kimley ).) 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OF, 1025 pl Apr. 30, 2015 Kimley vHorn 0116 KOBI KARP 4PC20TEC1GRE INTERIOR DESIGN PLANNING ifN no'n Ae»anr+ rr1.ti� eee e.� WWVV LAND USE MAP B-2 MIA FUTURE DEVELOPMENT PHASE Stories Mixed -Us: 447,156 IF of FL. 0 Residential unit- 39,679 Office space 49.750 SF ofoinmertia, spare; 721 Parking Spaces PHASE 4 60 Stories Mixed -Use 773,592 SF of FLR 350 Resid•, tial units 25,028 SF of 1 • ace 8,111 SF of Comme 374 Park PHASE 3 58 stories Mixed -Use 1,118,694 SF of FLR g6QResidential units 180 H t_el rooms 54,977 5F of Commercial sic 765 Parking Spaces PHASE 1 58 Stories Mixed -Use 1,118,027 5F of FLR 368 Residential units 150 Hotel rooms 728 5F of Commercial spaite arising Spaces PHASE 2 3 Stories Marine Industrial working waterfront 23,518 5F o f Office/Commercial spar 0.35 mites of Riverwalk Promenade 17 Boat Slips i. SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPfEMBER 11, 1011 REY r,..1 Dcc. 19. 10/1 ® Jan. 2S, 2015 Feb. 26, 2015 Ayr 01,2015 aw. aa. mi s Rw .. 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EEOCta000 FROM SweTH STREET STOR113NY MN 1OFT ICI FS STOHV0-III FT MIN HA WA STORY 14-9RE1 MP1 001 NA RrVER FI MIN FROM 0IAYHE.B FT -LENEA L MuwI RR_R a1FR•LLVEL 3-f zYT-L.EvEL SV19n00AFE0011 61000 i-E SET MN 5ECONDARVFRCMF S+NITR STREET STOR,1-$ SET WV RIER FRCMT 90 FT MIN FROMR0WIEA0. ILA 14U MUM RIVER 60.919 SatiC 16,1110 EBBILIIIMICEL HIQBE99E OPEN FP0r ILA u• NNt RN 011 CV LOT AREA REO PAS, ELP1Ar.G 1.W5 Y.E5T WRONG 1.e10 19.919 33.999 !9a r1x Nw WA tRett MfA L COWER. . L EBELBLILIABLI 11EXLISLIAMS1JEEDIMPERECII C0tl1ERCAL RE3.3 S OFFICE PAINNCREOLE.E.NE CNIITE PATaJNG PROUCED LEE. LEVEL OFF IEtE 1MARINE RENTED LEVEL 1 TOTAI,DUILDWCOREn BESSUIEZI 0PEF1000 e!e 1 PER SW ele u1LE FRB.. TOq P0,4 -293 $HNE0 PARIe0O REAL& REE..1X5L000(MII 29.1,3523-29--9 W 9.900 9 6.440 o.ee. n.m0 61. ottLE 9190 1160 ERCIEQINERRIASEA HECE.Q6E0133943E.1 9115E9 BERIBERBOMNEM ESILMELIM flf5r W•VR16i PBa_WEEMS PAFOCHG r Px0410E0NPHil9E I W0211R PI -PARED Q011LFY.INB Q 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11.311! NEVI51015 nn • Dec 19- 2911 LK Jan. 211,2015 61 Fel, 31.2025 A ▪ Apr. OE. 2015 F3f Apt. 313 2015 Rh; t Kimley »Horn CPFO COMIF[RCML 111lznas a JUNGLES. p3 Re i1 TOT4 001E PACKS 1 PER 00 PUKING STALES ,IDTREETEPACEE a aRA.NS 2RSCR5 PEOLAREn SPACE PROVIDED IN PHASE 1 CITY CI' 9!I1331 NEE-.0.9.13399 o•.FLA4q.;-E ,TSW PROJECT DATA 2 OF 3 .1 KOON KARP ARCHITECTURE INTERIOR 015ICH PLANNING Au AHED KM. 111$ �.F.w.. 11111 B-S MIAMI RIVER DATA PFPASE 3 S X 11111092.110.153 x4*Pa,E5113F 1.• LOT AREA two., 1161.9111 .eREs 1x 7CR WEIN .0 LOT C1241120E ITEDESTA,3 No. 106 .4104 LOT COVERAGE TOWER 1E= I3 473 700E0E0 P.A. 113.4 111371.0.04210140 4R041 w � r 3EOPluva w OPEN PR..OED Ru3u31 A1111ra GA.WO.. I40CD wit 51OE13 USE uL RETAS PER lame .w 273 Nr10,41 xOrx 1R»r Sm si rt 200 la[5.9relw 11.1lE5T 1PEn law m .R09• 7 AVENUE IS A 4neR[ URIC See 00..00.000 7130541. 4PER3117 lop BO 1101m 11 WM.. Rq 3 L 11 7005.0 DUE. 1PER Stu 12 172a0 61,..7 2001 Trui WOW. 0Ep153IIX13 1210LE RROY TCQ 1] W11 0hp 1 11.13 9.0.EO 74.04010 R[DUC OW. L402P0131131 55 ▪ w.x .54Gn sp R1riov we 0013011.1.n 05STORES MEM.. 009TCR1E5 DAO Rn 756744 EDP.1y'%1 40T5 50440r4Cw 471fl6113ra6E4 amssXa 54*401URE PR447rR ET 01aar ..l rd56 V1 W0 5Tn4 Ada CCF' Ti 041 TT , TR 47054 3Lv 05101N 6T011330.•2 234E STORT0p 3Vt PRWOR. FRONT STOOP 12 7d1 Wry 510111 2. 1170 P. 5W0Rn AVEME STORY MO 20. AO 0120Ty40 20Rt ray 6EC0N000r RFDM 9157111SD.. ,r SD.da 5040. STREET M...T7T N16 943055 0 3007 VOW.. Net VOX slaw 10 OW WO OrA 07DI.Y Id Orr EAST STOW P30.3Li. us. wA STORY cw 051 RAVING ART40.005 REASYE.110 ROEs'rµroc.DE 10r., 1. O. Or 7R0111A4E LEF6*.. 57*52.9TREET 0o 000511A&E LEYIGtT OA, 141111041. 5011 Aq Or 1EVGT.I Of rmr. DP L[10301D211n}1175[ ATIO 1 A3a3 903R0 y5TRL! 7ROHTFGE CR...OEPEGE9104 210441 Ca RE130ST.1 REG.Di FE... 0.94.071.71 MT.d.ASS +RC..RErn Pow lvn 04 73.11101 I TO LT4 TRCMAGE S00 007 a L.P.. 404..504E w13 S W6Tw STREET rry51AGS 54131.1430r 040E0[51AL REra1rn4PE0EST. 003311[M 050441.L. SOE OFT w.+ OBI IASI nR-33 PS r54.0 3775L109E70r13 1511.5ED005017EA 9.0102 0013. Lau PRGPCGED MOSE5 PRC13Pw5E TOTAL ROTESOE4 ''EIDrc4AKaa f WORDS. 1.441131 Ly*544.1 LEVEL 1 43 OW AY Cal LEVEL403RS 1610 LEVELS 41 7111 30.25 LEVELa 4 3.2 330L6 LEVEL 49 4E9570 .0 547 PI 917 LEVEL? 3101r LEAL* 41613 1300 LEVEL 10 101.i 'Ia. 737 ASV.1030 211. 14203 3013 300 20 14300 3N.3130 00013320.05• 13 14190 �1 34 14203 31Vam • Pr. rhAW 1141.150 413300 3.314UE PLR P001704OR,WE lbtu Ramma5 4Tl0A5ERDII 0LL0117044TI600T 411011 EG1I.4.P. h PR04caE5 1.110221 PRHEAAL FROM 1p. a WR'I IM2r 150T3 11*2111P71 9W 5.4 ETRE. Bwyl04yar0A SECSw 411• 70 PROW 400210140E0.CR@- 410154.17415Lw rataLl1DDcac1 ▪ L U1a19 7EVE037-0152491.053R51 17017 01415E 3.30711.s.r1. W1A:A 1•.0133.PT. 52T MO 1U AO. 5.L1-19D 130 [D .opar.l.. WW1 594310071 33013 Spa xc Lm 0 00 6m 1C 01N.E.wP .10.34E ▪ Ww.B10 126.05ED P.M TOTAL 3030E0010w01p25 ROW LULL DL P*UPDSEL P+Lwa1 Lim 21L 5 00G015E7 'Wi3121 15 Mr eau IP. GM a -.Or is 3so- r.nw n. • 4* E1n n esin 27 3,10T n13,197 1 5 53 40 35 ve1W 00051 su.Osl 4133 11300 tan a300 3012.31p 31T3W Pw.5Es 20 '5104 317250 S 521O RE91.E17TIAL 5. TOTAL P u0\3 P...045 PHASE 5 1504E TI 0 13]m 30 I3200 2Y91m SW** F151p.M1r.L 2510,5 no Res I144 WO. yracm 135e,gn 3 !Ua 244103 TOTAL PAPA EQVRE0 c 10000.r:5130171 97.E RACx9 I PER S F... STALL, -13 01122 511120 10117X as PROPERTY SIZE: LOT COVERAGE: 93,377 SF (68%) SW 7TH ST. 270' SW 3RD AVE. it �! II 41, 270-r PROPERTY SIZE: 117,291 SF LOT COVERAGE: 72% TOTAL PROPERTY AREA: 270,887 SF TOTAL LOT COVERAGE: 158,705 SF TOTAL LOT AREA PERCENT: 59% II II Iyy�JJF II I r4 I SW ETH ST. 2ND AVENUE BRIDGE - 20,709 SF :PROPERTY SIZE :LOT COVERAGE 24% BY DEFINITION OF MIAMI 21, ARTICLE 1 LOT COVERAGE: THE AREA OF THE LOT OCCUPIED BY ALL BUILDINGS, EXCLUDING STRUCTURES SUCH AS DECKS, POOLS, AND TRELLISES. :PROPERTY SIZE :LOT COVERAGE 15% ❑ PROPERTY SIZE LOT COVERAGE KEY PLAN NOT TO SCALE S 10 25 50 100 CG MIAMI RIVER LLC SEPTEMBER E1, 2014 IFVl510NS ,yy OEe 19, ]Old ® lan. 211 20E5 ay, Fpp.;S, 2015 e®e Apr 01, 2015 Apr. 30, 2015 Kimley »Horn HIM K081 KARP ARONITECTVRE INTERIOR DESIGN PLANNING [AAA WWW LOT COVERAGE 410 B-7 I- SW 4th AVE. 1 ram- -- ,_.__, 1 1 f '...,4 I I " i IN LJ J Z J SW 7TH ST. f PHASE 3 SR -STORY TOWER PHASE 5 60-STORY TOWER SW 6TH ST. ,//////Y// PHASE 1 58-STORY TOWER PHASE4 PHA 2 60-STORY 3-STORY TOW;__ 1 2ND AVENUE BRIDGE f • JOSE MARTI PARK 'Riverwalk in Jose Marti Park will be constructed associated with phase I C_] SPECUI. AREA PUN r ^ Gry Ama 4.0 ape5 Y Prnele Rre4 9.2 xins C ]alal 102 aeeo PUBLIC GENE IIt AREA 1521.240 Ir. 18 9 ACRESI TRAFFIC IMPROVEMENTS SAP AREA SPECIAL AREA PLAN CG MIAMI RIVER LLC KOS/ KARP I I ARCHITECTURE INTE:9101t DESIGN PLANNING `115;IC .. NOMMPLOM B-8 SW 6TH ST.. 274'-3" 275' / SW3RDAVE / ■ ■ • ■ ■ ■ ■ ■ ! ■ ■ ■ ■ ■ ■ ■ ■ ■ C ! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ !Ii II"° - Ye •• ■• 1 ■■ 1 •• •• _- I EG1r 1T•. g ■ 5W 7TH ST. SW 2.S AVE. • ▪ ■ • •■I 1.1 a• as • ■r O. •■ 1-1 ■■ .■ 1 R ■ •■ I 1 I' II le is:■. I I 1 6 ■I . ■.1I ■■ . Mp 61 ■ -1 `I f ■• I L"_a e• ■ PRINCIPAL FRONTAGE: • ■ ■ ■ ■ SECONDARY FRONTAGE: ' mmmmm RIVERWALK PRINCIPAL FRONTAGE: . I• ++ 1 2ND AVE NUO3RIDGE ',61, 14,• W 101'-4' li ■■■■ /■■■-11P— ,. / f Tll tiPi * I i / KEY PLAN NOT TO SCALE 5 19 26 59 10D CG MIAMI RIVER LLC SEREM9F•11, 2011 0001 I0NS Al 533.19. 0014 n (p Lan. 23. 2015 ® IRS 26, 3D11 Apr.01. 2015 ▪ Apr. 20. 2010 rcw ltirnley »Horn ifiGLES KOB0 KARP ARCHITECTURE INTERIOR DESIGN PLANNING Au o YAM KO IA FRONTAGE DIAGRAM B-9 ••I L` SW 3RD AVE. SW 2.5 AVE. 1- tO 3 BY DEFINITION OF MIAMI 21, ARTICLE 1 LAYER: A RANGE OF DEPTH OF A LOT WITHIN WHICH CERTAIN ELEMENTS ARE PERMITTED A5 REGULATED IN THIS CODE. FIRST LAYER: THE AREA OF A LOT COMPRISED OF THE DISTANCE BETWEEN THE BASE BUILDING LINE AND THE REQUIRED SETBACK INCLUDING THE PRIVATE FRONTAGE. SECOND LAYER: THAT PORTION OF THE LOT BEHIND THE FIRST LAYER WHICH INCLUDES THAT PORTION OF THE BUILDING WHICH EN FRONTS THE THOROUGHFARE. THIRD LAYER: THAT PORTION OF THE LOT THAT 15 NOT WITHIN THE FIRST AND SECOND LAYER AND 15 LEAST VISIBLE FROM THE THOROUGHFARE. I I I I F I I I I I I 1 itr 2ND AVENUE BRIDGE jI 1 i. I 1R4' • •1 1 II 03 1ST LAYER D3 2ND LAYER T6.36 1ST LAYER T6-36 2ND LAYER T6-36 3RD LAYER — 50' FROM WATER'S EDGE (GROUND FLOOR), 25' FROM WATER'S EDGE (LEVEL 2 AND ABOVE) an. OF MAUI NEPE'"-A caums f �� g Iq 25 SO KEY PLAN NOT TO SCALE LAYERS DIAGRAM IOU 4 15 CG MIAMI RIVER LLC SUMMER 11.20tt W Dec 19. 2014 A An. db. 291S A Feb 25, 2015 A Ap•. 01, 215 ® Apr 30, 2615 fYM Kimley »Horn ANGUS r KOBI !CARP AREMITEGFURE 051ER16R DESIGN PI ANNINNG .114 111 B-10 } SW 3RD AVE. • ♦ • VIEW CORRIDOR.13P-6" • / ♦♦ • ♦ • ♦♦ • 4`4t1i ♦♦`♦ • •♦ • ♦ • J ♦♦•—VIEW.GORRI0QR =5IQ@'-• • • • / \` ♦ • ♦♦ • • • • • ----\ i •- ••. • • • • •• ♦ • • • • • • ••• • • • • • V/ •♦. • • • •• • `VIEW CORRIOOB •2213'3' ND AVENUE BRIDGE BY DEFINITION OF MIAMI 21, ARTICLE 1 VIEW CORRIDOR: AN AXIAL VIEW TERMINATING ON A NATURAL OR HISTORICAL FEATURE. • t % OF LENGTH AVG. LENGTH REQUIRED 25 1 428` 7" r -r 4 1 PROVIDED F 90 1535'•7" ---- r 1 1 BAP AREA • • • • • • RIVER FRONTAGE 1714'.6' • a • • VIEW CORRIDOR LENGTH I VIEW CORRIDOR BUILDING FOOTPRINT CITY OF Elwn NEADe:a LIAR* FLA:- Ba:sw .M- 3 10 21 S0 100 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPFFMIER 11, 2011 REVISIONS AL Dar. 10, 2014 Gj. un_ 22.1013 A Feb. 26, 2015 A A{tt. 01,2015 • apr„3o. 2015 —%YT Kirnley »Horn JUNGLES LOB1 KARP ARCNITEETURE INTEPIOR DESIGN PLANNING N. Oct 1.59 1.1.0131.0 LIGHT & VIEW CORRIDOR DIAGRAM B-11 f 1 SW 3110 AVE. 1� i SW 2.5 AVE. ✓ � l 1 j /1 t SW STH ST. SW 4TH ST. i 1 er1 1 r 1 f -14' ♦ 4, ♦ • ♦ 1 i 1 i 7 r- 07. I f I I j 4t� / .-" f I f f 2ND AVENUE BRIDGE BY DEFINITION OF MIAMI21, ARTICLE 1 OPEN AREA: ANY PARCEL OR AREA OF LAND OR WATER ESSENTIALLY UNIMPROVED BY PERMANENT BUILDINGS AND OPEN TO THE SKY; SUCH SPACE SHALL BE RESERVED FOR PUBLIC OR PRIVATE USE. CIVIC SPACE: A ZONE WITH MAINLY OUTDOOR AREA DEDICATED FOR FUNCTIONING FOR COMMUNITY PURPOSES, r t r t m1 -4.. f SAP AREA 00 2 ACRES) CFVIC SPACE [050594 1 9%3 OPEN SPACE (15,175SF 091 510 25 50 100 OPEN AREA & CIVIC DIAGRAM !� SPECIAL AREA PLAN CG MIAMI RIVER LLC $1.11000g1111,2014 µ,, Ott 19, 201,0 ▪ 13n 29, 2015 ▪ Fat . ?G.2015 ® Aa1 01 2015 ® 420 :0 2015 Kim fey -»Horn AGUES KOPI KARP AREMITEC URE INTE.00P 0110N 01PIANNINNG E15. B-12 SW 3RD AVE. SW TTH ST LOADING BERTH SIZES 10' X 20 - RESIDENTIAL 12' X 35' - COMMERCIAL 12' X 55' - INDUSTRIAL 2ND AVENUE BRIDGE /� rJ /f Y r 's r / r P r .�P�� r / 1 r av, y r r KEY PLAN NOT TO SCALE 5 16 25 50 100 LOADING DIAGRAM BASEMENT LEVEL CG MIAMI RIVER LLC SEPTEIVI ER 91, 2014 x /11)m; LI. DOC. 19. 2014 itp 5". 28. 2010 fy 010.:6,2015 .61 *0, 01. 2015 API.. 30, 2015 I lW Kimley »Horn X�VG'1ES K ARM/WV RE INTERIM DESIGN PIAHNING nAR.ia. B-13 SW 3RD AVE. __ +__�1 �r I (r f, .�_ _1. _ rJ '1 4 • I 1 rI I{M if g 141 LOADING BERTH SIZES 10` X 20 - RESIDENTIAL 12` X 35' - COMMERCIAL 12' 0 55' - INDUSTRIAL VALET DROP OFF 11111111111111 S AVE. IrFli II Ii� r1 l•t 2ND AVENUE BRIDGE r/ Restricted On -Street load ng from 6:00 am to 11:00 am Restritted On -Street load.ng from 6:00 am to 11:00 am "On-Str4St loading • 5Be reg slating plan for hours of operallen 5 10 55 SO KEY PLAN NOT TO SCALE 100 LOADING DIAGRAM - GROUND LEVEL fJ CG MIAMI RIVER LLC SEPIOY� 0EV15100Z5 As Dec. 19. 2014 A, Jan. d, 3915 • Feb 2E. 201.5 da5 APr.91 2015 30,. 2015 Kimley *Horn IIINGLES 311 KORI ]CARP ARCNITECTURE NTEfu0N DESIGN PLANNING 115 Aflo ,00MJ B-14 IINI:RJUNU VEHICULAR TRANSIT CA LE SW 3rd Av.enu Iri! a" rl • OUTBOUND VEHICULAR TRANSIT " T r} SCALE REM' rF .002 ma," • ; 3M106 •,Ji SITE BOUNDARY 1,JP,OuND •vE,H!;(7 :";9 To,ANcIT OUTBOUND VEHICULAR TRANSIT CG MIAMI RIVER LLC .4."\1111 S9I1EMSER11, 1014 RE visrms • DeE.19. 2014 ▪ Jan. 29 Nis A TER ER 29I5 • ,,pr. 01, 2015 A Apt 30, ED15 KirrrieyoHorn ORES 311 KARP APICH3TERURE INTERIOR &MGR PLANNING PM =rim. 1465,11-1•1• )0457.1-1,311 141111W.10•11.P.E0M TRANSIT DIAGRAMS t) B-15 oo 's •'" 4' lir .. s'''' . 41§016:16,. - ..4., _ I • oct.o.. ' ., (r,,,,, g c ' . V * 4If 4. ...ro. I". .. s , 4 4 111r. 4,& 4 l!`. It'FrO, 44.• ' <'* .(51,...1- s's4 ,.' .•••411,‘ ' SCALE 1 • • 44 4 02 ^ 22 ' .c _c -1:•1 SW 1St Ct, • •1 111-- 4 SW 1St Avenue NE 2ND Avenue • • _ N. Miami Avenue NOT TO c CALE - MI m SITE BOUNDARY Mt OEINATIE3DBICiYaCmda LiERdOeU.8ovTE osrnl - MB PROPOSED BICYCLE ROUTE THE UNDERLINE lIlIlIlIlIlIlIlIl PROPOSED TROLLEY ROUTE mmmmm METRORAIL METRO MOVER METROBUS 2 5 PECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER ET, AM 1'.lt 1.12, Dec. 10. 2014 • J. 24 201.1 51025, 2015 • Apr DA NTS LtS Apr. 30,. Ras Rv; 9 Kim[eroHarn INKS KOSI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Alet. 110.1t• 104. YPNAM.1.11,40,0 TRANSIT DIAGRAMS a B-16 SW 7TH 51: • • • • • • ▪ E • • • • • • • •.4111 SW 3RD AVE. • • 1 • • In • • • • • • • • • .• . • ZEi ■ i ■ ■ ■ ■ ■ xi ▪ ■ ■ ■ ■;.,■ IN■ ■ ■ ■ ■ I NEN ■ • • • • • • • ®— • • • • • • • • i • • IPP-▪ • • J! II ,1 I HOTEL/RESIDENTIAL DROP OFF LOADING SW 2.5 AVE. O a trE a �p` li II OFFICE/ I I RESIDENTIAL DROP OFF I • • • LOADING • • • • • • MO • • In ■ ■ ■ In ■ ENE ■ ■ 2N0 AVENUE BRIDGE •a • • •• • • •q• f i ■ • •# •r E re ! ..4, 40. I✓ / . , I II •4 • • • •, d i/• • I ie • f • EXISTING CITI BIKE STATION TO BE RELOCATED PROPOSED LOCATION OF CITI BIKE STATION PEDESTRIAN • • • • 111111. ROUTE ■ ■ ■ N 01. BICYCLE ROUTE BICYCLE RACK 5 10 25 50 KEY PLAN NOT TO SCALE 100 20 4 a� CG MIAMI RIVER LLC SEFTEEA HEL'ISIONS dd ▪ Dos.10. 2014 Sid ran. 2/5, 2015 A Feb. 26, 2015 ® AFT 01. 2015 Al ApN.30.22015 W Kimley »Horn INGLES KORI KARP ARCHITECTURE INTERIOR DESIGN PLANNING NM AAP N[ARD »N RR,.... w.w•••• • WW5544015,405e024n PUBLIC ACCESS PLAN =� B-17 it tLl517RDIXE. ( 7 =- .. . ';".. 11' . l �� 'HOTEL/RESIDENTIAL -1 j I ,.Zf� DROP OFF I aY` t1 I . . Ai 11 I; II I1 11 II I1 I 1 I1 II 1 I1 1 11 11 — I`f :LOADING` I iI SW7SALGr II II tlFFICEI I I RESIDENTIAL 1 l j 1 DROP OFF - f -- LOADING /, ors 2ND AVENUE BRIDGE irJE r s_a II 0cJ RESIDENTIAL DROPiOFFpum -t 4 1 HOTEL/RESIDENTIAL DROP OFF 4 i II •,� , ' il F r; Jr/. J J ♦ 1 Ivfir i. . ,, I 4 I✓ III — —► VEHICULAR ROUTE ) VEHICULAR BUILDING ACCESS ---- -^! TROLLEY ROUTE* : TROLLEY STOP* P. WATER TAXI ROUTE PROPOSED WATER TAXI STOP 'PROPOSED FUTURE TROLLEY STOP AND ROUT0 KEY PLAN NOT TO SCALE 10 0. ce 'Q v LU CG MIAMI RIVER LLC 1EPTE REVISIONS h De[.13.i014 Et,Nn. NE 2915 11 Feb. 20. 2015 A AOE-0L2015 ® 0w 30. 2ql$ Kimley»Horn �l+�tES 111 KoEI KARP ARCHITECTURE INTERIOR DE31511 PLANNING ALL Aso WIWI .{oyV: 5 10 PS 50 100 I cc.n.w WNW I RPIV.P On PUBLIC ACCESS PLAN B-18 SW 3RD AVE. • -• % re;'. 'I I ' F P I I I I j i { • r SW 2.5 AVE. I•AP JJII 7 1 . j 1 i • r . I I I I l ` • i/ TI ! i I ;__ 4_y -+ - 2ND AVENUE BRIDGE R.O.W. MODIFICATION LEGEND CURBCUT WITH FLUSH S1DEWALX PROPOSED PRIVATE AVENUE 1•E•-CNGYG] NEW ON•STREET PARKING EXISTING ON -STREET PARKING Or CURB CUT FOR STAND-BY -� SLOPED TO NEATEN NEW GRADE 1 SCALE: 1/32 - 1 -0 5 CG MIAMI RIVER LLC CAL AREA PLAN 0. SE N W/3ER 31.2014 Hnn1V111[]NS LD Dec. S9. 2014 ® IN, 22. I815 • Feb. 2A.2015 caagy Ap.01.2015 GS Ary.3O.2015 NW Kimley oHDrn IMES VAEE11 STATION KOBI KAE2P A 3.1. 32 AR 122 R.O.W. MODIFICATION DIAGRAM '' ARCHITECTURE INTERIOR DESIGN PLANNING fluzroreard www..oE52n 0M B-19 -; LOADING BERTH 1 LOADING BERTH 4 E i I 1,Hb°H,H •Ltz.b.R._ _ _ I IV LOADING BERTH 2 • LOADING BERTH 3 Ez • T.... ••••14 [-a I ' PL:C.A[LIP,IEW , bAcK, I I TOW LOADING BERTH 5 LOADING MANEUVERABILITY - BASEMENT LEVEL < 5 CG MIAMF RIVER LLC SEPTEMISER 11,2011 19, 2014 etzT 215 Feb. TE. A 4.01.2015 A Apr. 30. 201.5 rw KimFey »Horri KO& KARP ARCHITECTURE INTERiCHI DESIGN MANNING .41/. P.8 WARN fic wen. Lle•Amre TIPP B-20 Re t BUILDING 2 1 � MDC FIRE TRUCK TURN RADIUS 1 t rstr DI r rs4R WEAPEr3 A S Ft& -MT Ufa MDC FIRE TRUCK TURN RADIUS LOADING MANEUVERABILITY CG MIAMI RIVER LLC SEPT[MHR1L 2 4 RRrV,S IONS Lt. Dec it 2614 (l lam. 26. 2915 ti Feb. 26. 2915 2 6S ..0i. 205 A Apr. 30. 2015 Rw KmIe.Horn kINGLES SOB, KARP ARCH 'RECNRE INTERIOR DESIGN PLANNING N B-21 SW 3RDAVE. • a� f I _ SW 2.5 AVE. 2ND AVENUE BRIDGE 41 LINEAR DISTANCE=295'-6" LINEAR DISTANCE =23T-8" - ♦ INEAR DISTANCE=233'-7"" LINEARDISTANCE=250'-3' FIRE STAGING ALLOWABLE MAX- DISTANCE 450' SCALE; 1,132" — 1 -0 farnf OF LAMM 0Fw0.2301-11 rums I1. 12 61 122 FIRE STAGING DIAGRAM vir SPECIAL AREA PLAN CG MIAMI RIVER LLC SFFFEML1R 11, 2014 IiEVISILI11 LL Dec 19,3014 ha Jan. 213, 2915 A Feb 26, 2011 Al 2220L 3013. p [� 201.30 7016 "IYY Kimley »Horn iUNIXES K061 KARP ARCNFECFIIRE INTERIOR DESIGN PCANNIN1 Au 45+0 4S.44 atIr u-rr VAN. arnlxaacioN 8-22 SW 7TH ST. 5W3RDAVE. 2ND AVENUE BRIDGE SW 6TH 5T. 14 N PEDESTRIAN PATH SCALE; 1/32" P751' ORu0un HEAR:.23 ¢,.ARC$ PLA.b3tY . E 15 31 64 LIP PEDESTRIAN CIRCULATION TO SW 2.5 AVENUE WA) SPECIAL AREA PLAN CG MIAMI RIVER LLC RR v hdrBER iy 9014 Vpy 14.3 DPG 19, MIA In la,. 2B.1015 ds Feb. 2d.0015 In AP10L2W5 41. 30. MIS Rw KimleyoHorn J 1p AJBI RARP ARCHISECNRE INTERIOR DESIGN PLANNING AL, MID KARS xvmmIIIMPFxe.A B-23 MIAMI RIVER 54' SEI& CI SECTIONAL DIAGRAM 1 - THRU BUILDING 6 SECTIONAL DIAGRAM 3 - THRU BUILDING 4 *Pending City Commission approval pursuant to Charter Section 3(mm)(ili) TA I I SECTIONAL DIAGRAM 2 - THRU BLDG. 5 3 ,. • • / / ,' KEY PLAN N.T.S. SCALE: 1/16' = 1'-0" CG MIAMI RIVER LLC SUPTEIMSER 11.. ENIM Nf VISIONS ® OK 19. 2014 ▪ 22, 2015 • re6. 10 2015 • Am, 01, 2015 ® Apr. 30. 301S YM Kimley »Horn DUES ■l KOBf KARP AR{MITECTU0.£ INTEAI0R DESIGN PLANNING 1110 WY. 'Pima . W N1uwn0M RIVERWALK SECTIONAL DIAGRAMS i} B-24 5W3RDAVE. 2ND AVENUE BRIDGE / ....mparng 7.•=riaalc -eiNENN•Ni— . - - • - — - - - NEW SEAWALq6.5NGVD 011,.....cE 1E40 Mag....a-W.. •P F..,A or....t ,e r1 elF .4.5 FL COASTAL HIGH HAZARD AREA - TOWER OUTLINE 'UV CG MIAMI RIVER LLC SErIEENINR 3; N44 REVISION A Der- 19, )011 lm VI 2013 Fth. 2015 Ap, 01415 A Aar 1515 KimleyoHorn itIGIES 151 KOBI KARP ARDIPTEMINE INTERIOR DESIGN PLANNING FLORIDA STATE COASTAL HIGH HAZARD DIAGRAM AIM 13-25 WI NOM LMIS OFIMMO flPE 4 - I7TER1WR0 I105T EWE OF SEWILE CAP MEC. Psi IROWI P+1 SCION A {rYP] seRr: ,• . ra• PROPOSED ROMIG\ PIES, TIP. USER DOCK INO SLIP, 7TP, RDER 9(TR-C1FAXT 911E rFX6T,. MONO PILES 1LIINIPE---- 111/0009.1. 5T1110N P•RI:POSED RlaU{NEIEI SNEETPIE. CO1C CAP. IV. I�R110POSE0 AKICARlC . r P4ES. TW. Two Y 8 / EDGE OF SEN4V1 GP, 1TP. A 1ATER TA4 SW\, SECTION B•BiT±P) SOLE. , . r._c, 1. NOM 9p41111E IOTJog11 TO BE COMO o! FEMME ICOKfM 1.1090 —Su PACIIGEO WEE WOO _ WORM sr Cs7 51P WWI = PROMO wit oou( ® PROPlBm E1117f_M cW • MON= IMAM Pia E]T1NG IKKEPel PE! {Tam 15 V 41N/7C SCAE 5rxe NEL SORES IGrA110 TTTII11 TO My T.TC 14.0,4• {We) wawa -pea oarle.4 n.., n.aai. p006 •__.•C CRT Or M11 NFAfI.^.'n ECARO$ PEAr;23:1uN1, SECTION C-C (TYP) BULKHEAD DESIGN & MARINE DOCKAGE 5 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEIWR 11, 711E REVISIONS Pec.19. 2014 en HIT 30. 2415 A Feb. 26. 2015 A Are 01,2015 ® APr. 30, 2015 'D}w 2 {r' 1 5-. Kimley 'Horn JINGLES KOBI KARP ARCHITECTURE INTERIOR 13E51GN PLANNING •110 MUM WWW..mwurmr B-26 LANDSCAPE DESIGN ARTISTIC ILLUMINATION ART INSTALLATION arr OP 115UN Huoino El.`ADS sr /Xs, ,t4tALC— _7_ TII SW 2 AVENUE BRIDGE/TERM1NATION OF 6 STREET IMPROVEMENTS EAST OF SW 6th STREET IMPROVEMENTS r G ,v1IAMI RIVER SEFIENIERA 11 AO1IYISUN J61 D. 19. 2014 t2, Jan. 2.6. 2015 Feb 01.2015 Apt 01. 2015 & AN 30. 2015 w Kimley ))Horn ORES K001 KARP AROSITECTURE !INTERIOR DESIGN PLANNING AGG Km& WWW,1.11.1:11,M, B-27 EAST OF SW 6th STREET IMPROVEMENTS - STAIRS .(er..amuau41I(0 SEPvErA014 VISIONS EL Dec.11,1014 Qy lan. 2& 2015 Feh 21, 2015 4, Apr. I1, 10g5 2 Aar. 10,2015 Kimley jUtiGLES 1 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 8-28 1\11\arr6-Dacle Poriat\ Oepactrnent OUPD) PHASE 1 PHASE 3 PHASE 4 PHASE 5 1 KEY PLAN N.T.S. CITE DB PALI 11E17:FA SS &ROG Obstacle clearance surfaces established by the federal aviation administration (FAA) and Miami - Dade Aviation Department (MDAD) SCALE: 1/16" =1P-0" 40 le 12 64 MDAD SECTION DIAGRAM 5 SPECiAL AREA PLAN CG MIAMI RIVER LLC SUPTIPAPEN a IOU NEVLSIO NS ..et, INC 19. 2014 • 14.9 28. acis • Job. 111, .2015 • PD15 Li242.20,2015 w Kimley Horn 11( KOBI LAHR ARCHITECTURE INTERIOR DESIGN PLANNING A5I0 .jappi "VI 0 10 171 MI OK, i3 1,44 B-29 C PROPOSES] FLOOR PLANS C1 MA3ttOOAN C2 RR G4EUunpe RRCUCIILATIOI G PROPOSED. 6ASEMERI1.E14I MCA PIAN C5 PRPCSED- OIR0DR PRAM 06 WLEVEL ED. Ds P1OEIRP4W C7 PROPOSED- LEVELER ROOK PUN 09 PROPOSED, LEVD. 05 FEOOR PIDEI 01 PRCPC6E2. LIVROS-OF PION KAN C10 PROPOSED. 1EVEL00 FLOOR P1NI Cu PROPWEP. IEVEL OORO0RPLAN C12 PROPOSED -LEVR11-3[ROOR PUN C29 PROPOSED LEVEL 27.54FIpop PD.R 01t PROPOSED . LEPEL 5160 R W1 PLAN 15 00 a a 5 CG MIAMI RIVER LLC SEPICMINR 11, 2014 Ip00I51G+15 myn OEe. 19, 261,1 Ep 1a9. 25, 2615 224 FW.26.MIS (2 Apr.01,2015 Ayr.. OP, 7U75 Rw= Kimfey oHorn JUNGLES 1 KD91 KARP ARCHITECTURE INTERIOR O€5104 PLANNING AirD WARS 1n1 MR•,R1Fntlne •M••4 EY.11R.Lu+a 4ROA174UE '~ P . ! P � - PHASE 3 r� . . '{r PHASE 1 qs, C i 1 ) STORAGE BUILDING I~ A 5 14 ]5 50 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPEEMRER 11, 291R & 0 ec 19. 014 A ne Jae ae. 2015 yp Feb. 26. 2015 p ▪ AprOL 2015 It Apr.. 39 74I5 Ro; Kimley ooHarn JUNGLES K[}B1 KARP ARCFRTECIURE INTERIOR DESIGN PLANNING AA ALP WAN MASTER PLAN 7} C-1 BASEMENT LEVEL TOTAL FLR: 95,817 SF LEVEL 01 TOTAL FLR: 159,074 SF LEVEL 02 TOTAL FLR: 158,762 SF LEVEL 03 TOTAL FLR: 145,270 SF LEVEL 04 TOTAL FLR: 146,344 SF • • ; - -„ "; • LEVEL 05 TOTAL FLR: 148,725 SF FLR CALCULATION AIL▪ ) SPECIAL AREA PLAN CG MIAMI RIVER LLC WIDMER la, 2:011 ME VISIONS • DOC 19, 411 • Jan. 211, 2015 Fob. 26, 2615 A. Aro al, rots • APt ni5 Rw2 Kimley »Horn OBEs 1111 KOFR KARP AnCliITECTURE INTERIOR RESIGN PLANNING PH .15 14‘.5 ..511-1555 WNW NICIIHNIMP COM C-2 LEVELS 06 TOTAL FLR: 148,711 SF LEVEL 07 TOTAL FIR: 146,380 SF LEVEL 08 TOTAL FLR: 144,000 SF tit--R--� LEVELS 09 - 10 TOTAL FLR: (54,413 SF + 57,721 SF) 166,547 SF LEVELS 10-58 49 LVLS @ 51,676 10 TOTAL FLR: 2,532,124 5F LEVELS 59-60 2 LVLS @ 51,676 TOTAL FLR: 103,352 SF CG MIAMI RIVER LLC 11111Fr SE. TEMYER 11, 2014 RE VI5116 Li!. Eft. 19. 2014 J6 An. 22.2015 A FW 74. 2015 A +ar. 01, 2015 ® Am. 30, 0010 Kimley »Horn iUNGLES WIN K.42P ARCHITECTURE INTERIOR 20202 0µ2HItux .41 0G FLR CALCULATION Alt C_3 SW 3RO AVE. PROGRAM LEGEND PARKING LOADING 2ND AVENUE BRIDGE Phase II Phase II Phase I East Bldg. Vilest Bldg. Phase III Phase IV Phase V 6 Berths 156 136 6 Berths CITY -OF 11.411 FEEL±;'vF.51E1198 �rw SPECIAL AREA PLAN CG MIAMI RIVER LLC 11 SEPtEWEN 11,301e Ite 1n5113w5 A Dee. 19, 201A tit Ian. 28, 2015 A Feb. 26. Z011 A Apr. 01, 2015 Apr. s0. Z015 4 Kiml��ey »Horn IIJRIl.L.7 J 11 KU&I :CARP ARCHITECTURE PEDESTRIAN WALKWAYS 1N1Ert1OR I5E416N PLANNING PROGRAM LEGEND RETAIL f COMMERCIAL RESIDENTIAL AMENITIES HOTEL BON i SERVICES LOADING VERTICAL CIRCULATION KEY ELEVATION w PARKING N.T.S. OFFICES COMMERCIAL PARKING - BASEMENT LEVEL FLOOR PLAN SCALE: 1/32" = 1'.0" 616 32 61 126 PROPOSED FLOOR PLAN s) C-4 aJ SW 3RD AVE. '1OTEL/RESIDENTIAL. ■ DROP OFF 5W 2.5 AVE. OFFICE/ s I ENTIAL, ROP OFF, 2ND AVENUE BRIDGE Phase II Phase it PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RETAIL 1 COMMERCLAL 14,727 SF 4.932 SF 5.980 SF 15.707 SF 8,111 SF 18,093 SF LOADING 1 Berths 7 Berths - 4 Berths OFFICES 684 SF 1150 SF MW ' '_f RtTe 1,4Mxs cymAMA. • w rnh$Mr0r-1 y KV IFc Win. u...+Sas ry -.. Ywfic - M1a N■..i*wW� r'W 45.51. a61,441.� 6t4.41. rvK av e.cc� 5rvw rc.N•. Le went. Of..-eNF ler±ry ALA+.4 422 ur 4-114 • 11221,x4. M. v ram.. • sTA,+cn.n c.rT ea mvrM cm w..+. nww,n..,s+ • I.R. 1,3c4 3 rm.:4WD AnA.A6AVA6r. 00 LL 2212L. f" rAe 211. 1T uewa'j. PROGRAM LEGEND BIKE RACK RETAIL 1 COMMERCLAL RESIDENTIAL AMENITIES HOTEL CITY ea 1-1_11n W SOH I SERVICES R5+"..1f'MOS FL. •:. LOADING KEY ELEVATION N.T.S. s `— w LEVEL 01 FLOOR PLAN SCALE: 1/32" = 1'•0" VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES ■Id 12 6A 121 PROPOSED FLOOR PLAN lJ<� CG MIAMI RIVER LLC �— REVISIONS ZE. Wt. 14. 1014 xi. . ZS, 2015 A Pet. 26,2015 ® AP, 01,2015 A •pr.;p, 7015 RY1 L, v' Kimley »»�H��orn WAS K ARCHITECtupf fNTF■ION 0E51GN AIA■ 222424 M AWIVICM,UlePoOMI C-5 L SW 3RD AVE. ene PEDESTRIAN CONNECTIONS I 2ND AVENUE BRIDGE 1 1 r r 44 I I • - 7_ .4.. Phase II Phase11 PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RETAIL / COMMERCIAL 17.947 SF 4.932 SF 5,960 SF 19.635 SF 17,225 SF OFF ICES 984 SF 1150 SF - 2,514 sf PARKING 39 SP 48 SP 19 (38 Ms) 41 SP KEY ELEVATION N.T.S. //PEDESTRIAN CONNECTIONS ^F r5mi 111, IIKN,Emrt JET LEVEL 02 FLOOR PLAN SCALE: 1/32" = -0" PROPOSED FLOOR PLAN CG MIAMI RIVER LLC %NA SEPTEMBER-11,2014 It NISION 5 ihDer.Ig.2014 El An , N1S A F16.26, 2015 • Apr01. 21:115 • 34 1015 PROGRAM LEGEND RETAIL COMMERCIAL n RESIDENTIAL Rw - AMENITIES Kimley,)0Norn HOTEL ORES BOH / SERVICES LOADING VERTICAL CIRCULATION KOBE KARP PEDESTRIAN WALKWAYS ARCHITECTURE INTERIOR DESIGN PLANNING AA AND ntr.ma PARKING OFFICES 12t SW 3RD AVE. Lie 2ND AVENUE BRIDGE SW 6TH ST. �PEDESTRIA CONNECTIO Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RETAIL 1 COMMERCIAL 9,017 SF - 19,835 SF _ 14,432 SF OFFICES - - - 2,514 sr - PARKING 48 SP 48 SP 24 (48 Lifts) 41 SP ABF WALKWAY e- KEY ELEVATION N.T.S. PEDESTRIAN CONNECTIONS PROGRAM LEGEND RETAIL I COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH/SERVICES I�- LOADING VERTICAL CIRCULATION `:e -y11 PEDESTRIAN WALKWAYS PARKING OFFICES LEVEL 03 FLOOR PLAN SCALE: 1/32" = 1'-0" 5 15 32 14 13E PROPOSED FLOOR PLAN r� SPECIAL. AREA PLAN CG MIAMI RIVER LLC c,4 +SE4MI ON Dec. 19, 201.1 • Ian 20, 2015 A Feb.. 26, 2015 ,?o Apr. 01, 2015 La] Avr.35 2015 RW Kimley '1>Horn jUNGLES Nit KOBE KARP AR6HITERLJ6E INTERIOR DESIGN PLRFINING X3,5 'non WINVAD11n &OM C-7 SW 3RD AVE. 2ND AVENUE BRIDGE PROGRAM LEGEND HOTEL OFFICES PARKING Phase II Phase II Phase I East Bldg. West Bldg. phase III Phase IV Phase V 13,197 SF 13,197 SF 56SP - - 54SP 4,000 sI 5,123 sf 24 (48 Lifts) 56 SP SW 5TH 5T. �'" 7 f' /r / ^ / I // / I $/ / I/ „At"°f 1✓ Q / id II ¢c/ I/ KEY ELEVATION PROGRAM LEGEND RETAIL 1 COMMERCIAL LEVEL 04 FLOOR PLAN SCALE; L/32" = 1'-0" RESIDENTIAL AMENITIES HOTEL BOH /SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES 8 16 32 66 120 PROPOSED FLOOR PLAN 2 _ 4 G < a 2 CG MIAMI RIVER LLC SERIEl14EA 11, 2016 RRT Vl51055 µy 0ee 16. 2016 ▪ W n. 28. 2015 A P,5576, 20IS • Apr. 01. 2515 ▪ Apr. 30. 2015 RMY Kimley •»Horn jIMUES 211( KOBI KARP ARON!TECTVRE INTERIOR DESIGN PLAN NINE • P.0oM C-8 SW 3RD AVE. 2ND AVENUE BRIDGE Phase II Phase II PROGRAM LEGEND Phase I East Bldg, West Bldg. Phase III Phase IV Phase V HOTEL 52,78E SF - - 52,788 SF - OFFICES - - - 16,000 sl 24,492 sf PARKING 224 SF' - - 216 SP 96 (192 LIfts) 224 SP 7 r/ / ▪ \ // / / \/ / Sri I .re/Ai .w r 1V 4 1I / / KEY ELEVATION N,T.S. / I IF - LEVEL 05-08 FLOOR PLAN SCALE: 1/32" = PROGRAM LEGEND RETAIL I COMMERCIAL RESIDENTIAL AMENITIES HOTEL BON / SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES a I6 31 I 11E PROPOSED FLOOR PLAN CG MIAMI RIVER LLC 5EP1ENlER 11, 2014 rEVISIOss • Mk. 19. 2014 , fan.31.2025 (,p Erb 26, MI5 • 201S ▪ AP. 30, 201S Kimley4Rcrn 1 <OBI KARP ARCHITICliiSF INTERIOR DESIGN n.nPL000I65,5 „ G. xnn C-9 • SW"3FIVAVE. SW 2.5 AVE. 1411 1 SW 5TH ST. //�FFREDESTRIA —• ��CDNNECTIOeAracmoi 2ND AVENUE BRIDGE 171, Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V HOTEL 13,324 SF - 13,082 SF v, N DTI 4 NMV::" , T'ARM bl3i 74c7ritM-- IMOMMErglia KEY ELEVATION N.T.S. w PROGRAM LEGEND RETAIL 1 COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH 1 SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES LEVEL 09 FLOOR PLAN SCALE: 1/32" = 1'-0" 6I� ax PROPOSED FLOOR PLAN 126 ✓.) CG MIAMI RIVER LLC STFTINWEIR [ll O<c. 19,201A ® 222. 2B, 2PI5 (j1 Feb. 25. 2015 • AK 01. 20/5 c$y .meaa.2n0s {��ye Kimsey •»Horn 311 KOBI KARP ARCHITECTURE INTERIOR DESIGN ..v 21,1510 AN7YIM H66 016,1111111 C-10 Bee SW 3RD AVE. SW 1.5 AYE. I I -- tear = - ZND AVENUE BRIDGE Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V HOTEL 13,324 SF - - 10,984 SF RESIDENCE - - 8,400 SF 12,200 SF eft of dfr KEY ELEVATION N.T.S. / C1=T F o-'V3Il / ./� / PROGRAM LEGEND RETAIL 1 COMMERCIAL RESIDENTIAL AMENITIES HOTEL 8OH 1 SERVICES LOADING Dr VERTICAL CIRCULATION 744'" PEDESTRIAN WALKWAYS LEVEL 10 FLOOR PLAN PARKING OFFICES SCALE: 1/32" = 1'-0" a 36 sz 64 PROPOSED FLOOR PLAN 116 CG MIAMI RIVER LLC SEPTEMBER REVISIONS pmp Oen. 1.9. N14 yGy fan 2E, 2015 Feb. 26, Ni5 AApr. 01. 2015 A npr, 3G. 201S Rvi fe Kimmpleey�� Horn LES KCBI KARP ARCHITECTURE ENTERIOR 0E$EGN RIMMING AM MID larel.A. L WI 9 re MIA C11 II Ids I1 I II SW 3RD AVE. l 1I1 IIIII II efolixy 2ND AVENUE BRIDGE Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase 111 Phase IV Phase V RESIDENTIAL (PER LEVEL) 12,200 SF - - 12,200 SF B,400 SF 12,200 SF RESIDENTIAL (26 LEVELS) 317.200 SF - - 317.200 SF 216,400 SF 317,200 SF — I II r----�% II KEY ELEVATION N.T.5 If ..,.! .. Qua` LEVEL 11-36 FLOOR PLAN SCALE: 1/32" = 1'-0" PROGRAM LEGEND RETAIL I COMMERCIAL RESIDENTIAL AMENITIES HOTEL BON I SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES S Ii 31 W lib PROPOSED FLOOR PLAN ,i)` CG MIAMI RIVER LLC S[P1EMUER 11, 2011 RE VI3 GNS • Dec 19, 7014 ds Ian. Se.1011 • reb.}6, 2015 • Ap[O1,2015 • Apr. 30. 2015 Rw Kimley»Horn IMES KOBI ARCHITECTURE NTERIQR DESIGN PLANNING .0 AyD We. ww,3n.MPZON C-12 yN N SW 3RD AVE. / / - 2ND AVENUE BRIDGE PROGRAM LEGEND Phase II Phase II Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RESIDENTIAL (PER LEVEL) 12,200 SF - - 12,200 SF 8,400 SF 12,200 5F RESIDENTIAL (22 LEVELS) 268,400 SF - 268,400 SF 184.800 SF 265,400 SF 7 1 �c / / / \�/ I ./ / 1 / KEY ELEVATION N.T.S.. f / r k�. / / ``ate LEVEL 37-58 FLOOR PLAN SCALE: 1/32" = PROPOSED FLOOR PLAN PROGRAM LEGEND RETAIL COMMERCIAL RESIDENTIAL AMENITIES HOTEL BON I SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES 8 1s Ise SPECIAL AREA PLAN CG MIAMI RIVER LLC NE VISIONS • Dec 19, 2014 e/A tan. 28, 2015 E®b.26, 2015 Art 01, 2015 ® Apr 102015 RA; : Kimfey }Horn APICES KD&I KARP AAOHl9Etl1RE INTERIOR 09515N PLANNING AS. P.. C-13 SW 3RD AVE. •rrvaL 2N0 AVENUE BRIDGE Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RESIDENTIAL (PER LEVEL) 12,200 SF - - 12,000 SF 8.400 SF 12,000 SF RESIDENTIAL (22 LEVELS) 24.400 SF - 24,400 SF 16,800 SF 24,400 SF SW 5TH 5T. / // \ / / lI// // / II / / / KEY ELEVATION N.T.S. PROGRAM LEGEND RETAIL f COMMERCIAL RESIDENTIAL f9'Ir',, AMENITIES HOTEL BOH/SERVICES LOADING A+ , VERTICAL CIRCULATION •441EF PEDESTRIAN WALKWAYS 11/1 PARKING OFFICES LEVEL 59-60 FLOOR PLAN SCALE: 1/32" = 1'-0" E 16 32 W 128 PROPOSED FLOOR PLAN -y CG MIAMI RIVER LLC a ci SEPTEMBER 11, 2014 pi t • 191 19.2014 ® tan 28,2015 • PG 2015 L41ALt 01, 2015 ® Air. W. 2015 Kimley ?>Horn Anus KOBI KARP ARCHITECTURE IA*TERIOR. DESIGN PWVNR.G w •HR wa.a 111111441.1. .4 ...,SI.ARPcoM C-14 D BUILDING ELEVATIONS & SECTION 01 PROPOSED- COVERALL SOWN EL.LUA73074 02 RROPC6EO- OVERALL ENS,(11VATICN D3 P90R05E0 • 1:9/0311L SVEST ELEVATION 01 PROPOSED- OVERALL NORTH EL(vAT10N D5 P10005E0 ENLARGEDSDUTN ELEVATION 5035/151151 • PNA2E355 NW/05ED ENLARGED FAST ELEVATION V ANN RIVER •RINSE 253 D3 7I0905E0 ENLA93EO99OSTE99,AT1074 FANO• RIVEN -RHA5E1.183 OR RRavo5E0 FNLw4ED NORT015130 TON PAAIA RIVER-PNA51155 09 PROPOSED RIVEN/NA1rc PE215EN96 Eltvan0N D10 390ALEN0E ELEVATIDN oll 2.5 AVENUE ELEVATION D12 RNOP05E0TTFECa19U11013100SECION 013 MATERNA00330 DIE TTPIGE TOWER 0E51GN ols SG1EL1A1C SECTION AND DETANS 016 SONENN.TICSEcr10N ANDOETAILG 011 FACADE GLASS PERCENTAGE CALCULATION 01!313 RENDERING 019 3D RENDERING 020 3DRL,NOLRING 021 3D RENDERING O 22 3D RENDERING 1323 3D REN0EAIN4 02( RENDFRING 025 30 RENDERING DM �RENOFRINL 023 30 RENDERING RENDERING▪ 30 013 0230RENDERING 031 30RENOERING 031 bRENOERING D32 30 RENDERING 033 30 RENDERING 03A 30 REIMERING D35 30NEDIANING 039 309ENCE3iNG CG MIAMI RIVER LLC SEPTEMBER 51,E 2014 R[VISIONS ® Dec. 19, 2014 45 lac. 28, 2015 Q1 Fed.16, 3015 ® JW+. OL 2015 ® WK. 30, 2015 Klmley >*Horn DEUS NY. KGB! KARP AFICHIIKTIME •NSERIOR E5(5'•GN DIANN/ND -44PlgiNg— etbrIcr * 4-161ULT +16Mawr 0=4.0 XM.A, +$01, 442SORP4 CfRPILD 41VAIW.17 rfl 10 - 1 1 1 4 r r, r Fr r jr▪ r Fm-r 111. J F▪ rrr ✓ ' ✓ ▪ I 26±T, 1 14W IN 4ffit15— ormr, 0f1414— 0=rt.* Midi1111111111111ffiraliC 11 rn-rnT k7;11111 I II ITU' I I I J .111,11 iiir-q. r-na lII V41 1114111111 11.111116,1111% fri PROPERTY LINE KEY PLAN N.T.S. PHASE 5 —7 trr- OVERALL SOUTH ELEVATION 7TH STREET - PHASE 3 & 5 SCALE; 1/16" 1* 16 12 64 PROPOSED ELEVATIONS 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 014 RE VISIONS • Dac, 14, 2014 & Jen. 28.. 2015 Z2Er Feb. 26, 2815 A. API. 01, MI5 16 40K MIS FA" .jmj KirnleyHorn JUNGLE KOEN KARP ARCHITECTURE INTERIOR DEMON PLANNING Arr 135311 NMI* D-1 z-a 1401.1.71101.1.1 rim IA SW 0 WON 0 0NINN11dV� NE1530 46F231Nl 31fil ]313H3tltl dilb A'sox wol{oAalwpN - M� $i02 'OE AV V Sin[04i V s10 61 U.1 9I0E'ET �0 SN0ISIA3ll /i/3: 6; tliBW1Sd3S 317 N3MIVVVIW 00 SNOIlb'A313 ❑3SOdOad /0 = „9L,11 :31V3,5 5'8 f+'Z 35VHd-3f1N3AV UNZ NOI1VA313 1SV3 11V AO 2 35YHd 'STN NVld ADI Iil I,3Si�OW4 2 35VHd 13311J5 HIS 0 ng 43SVHd I I S 35VHd Ig ri J r r r - u., F 1 , I 3M1 hitlAdOlid 1 I I 11 r 1+T1• N1f+T'r' • I ❑+ rff 'Ma ▪ I r PHASE 2 PROPERTY LINE 4, r. • r { �7- L i Ga1_._� L Till PROPERTY LINE I 1 ti • PHASE 1 PHASE 3 II l l I I rl If f41- II I IL{ RI I I I I JJ\\llJJ l/\T 1J`f} I 1l .I • TH STREET KEY PLAN N.T.S. OVERALL WEST ELEVATION SW 3RD AVENUE - PHASE 1, 2 & 3 SCALE: 1,O16" = 1'-0" • S 16 61 64 PROPOSED ELEVATIONS SPECIAL AREA PLAN CG MIAMI RIVER LLC SE▪ P/EM REVISIONS • 041 19. 2064 hi Jan. 06 10YS qti F.0.26. 0015 Apr. at 1011 ▪ np, 30, 2016 1 iiY: Kimlley�y»»Hyorn e� 111 KQBI KAPP ARCkr}ECIl1RE INTERIOR DESIGN PLANNING D-3 ilirraree z z 2 re SW 2ND AVENUE 1- -- r wr I wl It I - SW 3RD AVENUE PHASE 1 PHASE 2 KEY PLAN N,T.S. OVERALL NORTH ELEVATION MIAMI RIVER - PHASE 1, 2 & 4 SCALE: 1/16" = 1'-0' a 8 16 PROPOSED ELEVATIONS z 2 CG MIAMI RIVER LLC 1 SEFTENISER ROM REVISIONS (12. Dec. 15 201e A. Jen. Y8, 2015 A €en. 25, 2015 A SP0 01, 2015 ® Apr. 30, 2015 11; Kimley ))Horn fSS K OB KARP ARLIPI !NUR OP 0ES',G.N PI ANN IPE; mu D-4 SOUTH ENLARGED ELEVATION MIAMI RIVER - PHASE 3 & 5 SCALE: 1/16" = PROPOSED ENLARGED ELEVATIONS SPECIAL AREA PLAN CG MIAMI RIVER LLC ,t .OA.i[I511. ./o- LA faY D C 19, 201i ka Jo. ze.295 ▪ fe9.26 2015 A. AR,. 01. 2019 p1 Ap.10,2ti19 Rw Kimley »Horn JUNGLES K4&I KARP ARCHi EECTURE INTERIOR DESIGN PLANNING AM MID rue WWW.IIItARP•C. D-5 SW 6TH STREET 1 G of r=swE Mwr .aH. t3 ILIA I I 131 I I 1 I tic 2 a EAST ENLARGED ELEVATION MIAMI RIVER - PHASE 3 46▪ 6 IX 1 a 6 16 6, SCALE: 1/16" = 1°-0" EAST ENLARGED ELEVATION MIAMI RIVER - PHASE 2 SCALE: 1/16" = 11-0" 1{1 1 1 1 1 1 1 I 11 1 1 1 1 11111 11 1 1 11 1 I I 1 1 1 1 11 1 11 1 1 Jill1 a e 16 SW 6TH STREET CITY 0p t" 11d1 SPECIAL AREA PLAN CG MIAMI RIVER LLC 112V+5WN5 fpy Dee. IS. 2114 fi3 :an. 23, 2015 • Fee, 26,2015 w[" Apr. 01.201S 21 Apr, 30, 2015 RwaITS_ Kimley »Horn ARES 11( + _�-�t _ 1•4 s= RO2I 1CAEP f 4.1a[,-"t _ ARCH ITECTVRE INTERIOR DESIGN PIAN NIHG .310 EAST ENLARGED ELEVATION MIAMI RIVER - PHASE 3 6 A 16 31 SCALE: 1/16" = 1°-0" PROPOSED ENLARGED ELEVATIONS ..1666:peirea1,401n D-6 a SW STH STREET SW 5TH STREET •• • ' WEST ENLARGED ELEVATION MIAMI RIVER - PHASE 2 0 SCALE: 1f 26" = • '. a 6 15 32 r + "% ■ ■' • • % ■ - • • : - • ■ ■ 1% • i ■% ■ ' • • • • ■ •••• rr • • • ! ' � r r ' ■ '■ ! 1 •• l i • —w .•. 1JL • rN•■■ • • • • .'■ 6TH STREET ■S s ■- ■■ •. • •• • ±rl •• • ■ •• ' • • • ti • • • N • WEST ENLARGED ELEVATION MIAMI RIVER - PHASE 1 ca SCALE: 1/16" ar 14 ]a W N lA 4 — cm Rom. Ms. WEST ENLARGED ELEVATION MIAMI RIVER - PHASE 3 ea SCALE: 1/16" a 1.-0" PROPOSED ENLARGED ELEVATIONS CG MIAMI RIVER LLC 11110.111111.11 i5FEEM RE1',SIONS & C, PV19.201d 41 !an 25.2015 La 555, 25, 2015 • 5o P1, 2015 Apr. 30, 2015 Kimley •»Horn DALES KOB1 KARP ARCHITECTURE INTERIOR OE51('n PLANNING ALA KANE D-7 6 11' • • •i•gr,r•A. • •A .0.11412=3.4A1 LT• ti L SW 3rd AVENUE NORTH ENLARGED ELEVATION MIAMI RIVER - PHASE 1 & 5 SCALE: 1/16" V-0" 6 16 32 PROPOSED ENLARGED ELEVATIONS 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER IL 2014 RESINS Lk DAL 19„, X14 LIO Jar. 26, OM 1.21 F0b16.1015 • Avot 7915 1.21 Ap 30, MS Rw Kiniley*Horn a NK KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 166A.A.•••• S. 041 • Afri4/6 •••••••VANDIA....• D-8 Phase 5 Office Phase a Bridge Tender Ground floor River Tower Retail Taxi stop +8 NGVD Phase A Art Wall Priase op garden • Phase 1 Ground floor Retail -8 NGV6 Phase 1 3 � Upper Plaza - 1-95 Restaurant Terrace New Seawall along site perimeter +6 NGVD 41^09 NGlp N.T.S. PROPOSED RIVERWALK PROMENADE ELEVATION 1� SPECIAL AREA PLAN CG MIAMI RIVER LLC ^L scrrea xs, znw RrV3SION5 • 0ee.15.201a fl PaF. za 2011 • Fen.25.7615 A 6w.01,Nis A. 4pt. 50, 2015 �I► KOBI RA R. A ICIIITr CTUCI ,1R OF SI[ N :HIA.N.NG D-9 Phase2 Hurl Phase 1 > [II1111tq rriII�1111[l.I:I: ill UPI 1111.1 [ I . j.111 Ia.l 1 F-1-1 ATIl11111I.1IU Upper Riverwa I Promenade 6 Novo Art Wall To be approved Phase 4 Pedestrian BBridge Art Wall To be dpbrove6 Phase 3 Hotel OI1111:111MIZIMI -.,41 I ili 1 Iiillll iir1� [{ 2nd & 3rd floor Commercial Ground floor Residential Commercial Drop-off 6th Street Residential Drop-off Ground floor Commercial 2nd & 3rd floor Commerelal +129 NGvu &C1 A,Tie. +33 NGvo 2.4 floor Commercial +S NGV0 ioy oFSeawan 3rd AVENUE ELEVATION SPECIAL AREA PLAN CG MIAMI RIVER LLC 34PiHABER 1#, =9#a eee. IR,201i ® Jan. 2E, 2015 as, Ee6.26.2O15 Apr, 01, 2015 A AM 30.2015 RW KimleyeHDrn IFS 111 kraal KARP ARCHITECTURE !MINOR 2ESVGN PLANNING •in ,tie N[Afrl JoVNi D-10 7th Street Phase 3 2nd & 3rd Floor Ground floor Commercial Commercial Phase 3 Phase 5 Art Wall To be approved Pedestrian BrlC1ges Art wail Phase 1 Tim} F9 1:I.I I LB t1.1,.:11,i1I A Pedestrian 6th Street Ground floor 2nd & 3rd floor Pedestrian Bridges Commercial Commercial Bridges d Avenue Amenity deck, 1 Amenity deck I J ----+ L.y.l. v l_ � y� nose t! L ra enity deck Phase 2 Upper Public Riverwalk Riverwalk Promenade Promenade •g NGve +6 eevo Miami River SpG fl oicopu rave~ OI Fteoc R1F ,6H. L-5 steurceant erra +1i9 HGVG - tt16 rlpprpmenityQM +33 RGVe iM 11por.4Oo;incNi __a_k_rxw Q our. rlpor CD-1 r—r.s SPECIAL AREA PLAN CG MIAMI RIVER LLC SleTEMRER 11, 2014 +E'JISIDNS Lt. Dec. 13 2014 ati An. 131G1S rg Feb.28.201.5 A Apr ysuaul. lots ® Apr. 1a15 �lil r 111111 PPTT ry�xaf K[m1e »Horn ORES KOBI KARP ▪ eRCMRFCfuRE INTERIOR OESIGI PLANNING NA WO MARS IV.T-5. 2.5 AVENUE ELEVATION AK'• S rrn Awr..< Is. DM ...c Hens..ur D-11 LEGEND I• LNSElsNr LOAN C AREA Lean DaereCNOpure a Ar. i NENI, AREA 6 WIEi I-eeeK 1wuu KEY PLAN N.T.S. SECTION - PHASE 1 SCALE: 1/16" = 1`41" a § is ax sL PROPOSED TYPICAL BUILDING SECTION 2 IAC ARfA PLAN 2 w CG MIAMI RIVER LLC SEPIEMi4R 11, 2 14 RaE VISA/GNS AS. Dec. 19, 2914 222, Jo. 26,205 ® Feb.19. XIS A ARr61,2O1S ayr. 30. p15 Kim fey >»Hom ONES KOBI KARP AROIRECTURE INTERIOR DESIGN PLANNING am AU. w 444 D-12 .129 NGvo KEN Rout Amenity d+vk IIlP1fllffl: +33 NOVO 2n4 ORR-EnmmorWl +129 NGVO 9N flow lmlaNry deck +33 NOVO Intl boor -CComnevIal +9 NOVO -671ZEZ Frog" +6 NOVO 1woDAga` -- Q I • • GLASS BLOCK {SEE 4 ON SHEET D-15} M WOOD PANELS • APE WOOD CAP l�l ALUMINUM/GLASS RAILING SYSTEM (SEE DETAILS ON SHEET 0-10 (±ARTWALL GREEN WALL & PLANTERS (SEE 1-2-3 ON SHEET D-15) El SILVER ALUMINUM FRAMES (STOREFRONT) u WOOD TRELLIS ❑R CLEAR GLAZING (WINDOW WALL) N.T.S. MATERIAL BOARD CG MIAMI RIVER LLC SEPTEM REVISIONS ® IX 19, 2014 A, Ian. 26.2015 A kb. 26,2015 A +9+01.2915 A 192 30.291s iW KIHIley •»Horn two 2111 KOfi1 KARP ARCHITECTURE INTERIOR Ih+51GN PLANNING MI AMP KM. 1,15.171 WWN Wl1e;an0Gu D-13 - Full building elevation errsvo A ROOF 537-4. NOVO ✓ Ncv0 6 LEVEL 88 Y 5111-4- NOvo 4, 18MciaNGvEs 6,, LEVEL 57 1592,4. NOVO ..z. A LEVELES 9134' NOW ▪ LEVEL 54 sea•••ir NOVO LEVEL 53 ▪ 554,4'. NOVO 6 LEVEL 52 54,0-70. NOVO 6 LEVEL 51 ▪ 522-4 NGVD LEV571-574,19Vb I7V0L 45 +14M74,6 An LEVELI? y iar-r NGVD 4. LEVEL 45 .157.-10. NOVO A LEVEL 45 478,1" NGVD „ LEVEL 44 41.8-10P NOVO ,„„4. LEVEL 43 ▪ cirtr."15£F8— A LEVEL 42 447?-10.• NevEi i, LEVEL 41 Y 440,4 NOVO .1,,„ LEVEL 40 420-$0, NOVO • LEVEL NOvi9 4. LEVEL 38 y 4T1,10" NGVD 4. LEVEL 97 y 457-1- NGVD 4. LEVEL 34 Y 392, tO" NGVD A LEVEL 3.5 "1-` 353•-4` NOVO 4, LEVEL 94 373,17 NOVCF A LEVEL 33 384°-4" NGVD „ LEVEL 32 Y 354,10- NGVD LEVEL Lvp LEVEL 30 '1" 3aS .1 Cr NOM) A LEVEL 29 326-4. NOVO ,k LEVEL 28 I' 318.10' NGVD 6 LEVEL 27 207,4' NOVO cin LEVEL 88 Y 797,17 NUM ,A_EVEL 2$ Y 2851-4. NOVO *ggiV4NOVO 6, LEVEL 23 2€0-4 14GVID A LEVEL 22 • 7.59,10' NOVO 6„. LEVEL 21 2501-4. N09E1 ,dh LEVEL 20 240,10- 74770 I,,,, LEVEL te Y 231,4° NOVO 45 li;r71-0-11,19 ;7 am 4. LEVEL A i.Evai. 1. T sox-e4. mmen 14 174,41 FILM ▪ LEVEL 12 faqir NOVO LEVEL NO 4VO I 'T i • ' ' t. 1 flip HI III . II. ! 1 I.rII7hlTlImmhlII I 1 F 1 . II 11..1 111 LIyL1 '171 - I - - - I [ I. riiiiu iirr i-c-ri 1 c . II; 1 1 • ii h 1) (Irl i 111 I 1 f 1 » _._14 1 II 111 J. _:_2_. _...-_.:. I'l I IIIIII 1111 .. '" "" •Li.L., — • • • • • _1 I_I1 ' 1 1,1 1 FIT I I --I I I I 1 r i 1 0 F ) 1 1II I I ]JJJ HIJJ11 [ 1-F I 1 1, ir IF 1 J I I 11 1 1 I 1 • 111 _ 1111 1 I J 1 JI I 4 I I 11 111 111 II 1 I 1 1 1 1 111 1 1 1.1 I 111 1111 " i • I 1 1 I 31 I -1 1 1 1 I I Fl I 1 1 I ▪ Jr, — V 1- 1 11 1 I 1, 1 11 IT] 1,1 I 1,1 1,1 1 1 I I I - n 1 I 1 r M rower enlarged elevation I III 1 111111.4 .1_ 1„1 ii 1111 Residential Residential Residential Hotel Hotel Hotel Hotel Hotel Hotel Hotel Commercial Commercial Commercial (3) -Tower typical 1 a a. s • a N.T.S. TYPICAL TOWER DESIGN 411t4EllEtiEla rxesmirmilmerAm MIRO 507991855 71,2014 ,c2131095 6, Dee. 19, 2914 & Jan. 28, 2015 A17 Pet. 25. 2015 • Apr. al. 2015 • Ms, 37 2015 Kimley *Horn IMES K051 5.8.5P ARCHITECTURE INTERIOR 19e546N PLANNING %IA .0 ..NPAII p fp, ..V.AWNOBOARP.COM D-14 - Art wall assonometricvlew ui ji ui VINE FRAME PLANTER 1E1 - Art wall elevation view M. • Ari NMI C0C1i011 view : •<, i•IPNANIONI 1 IlpIu1rul 1, • papplipm, • (4) - Glass blocks 10.4, SCHEMATIC SECTION AND DETAILS - - SPECIAL AREA PLAN CG MIAMI RIVER LLC MAMMA L. NM 41,0•41)Ns Lt. Dec. 14,2014 efll kw 20 2010 Als Feb.20, 2915 Ak API 01. 00I5 A 4P-1 30, 2015 D 2 \W >> Horn eg 141[ ICOBI CARP APO ITECTUAt INTIANDR DeSIGN PLANNING All 4.410 AtAAB All,AtAZAA1.10:1 400,100,111.0 0 10" ICA lifA D-15 DTL A DTL "D" DTL 'S DTL "C- OIL "A" SECTION DT ELEVATION SCHEMATIC SECTION AND DETAILS KEY MIAMI RIVER DISTRICT - DESIGN ADDENDUM PACKAGE SECTION SCALE: t14'. : 1"-0. SCHEMATIC SECTION AND DETAILS 5 2 SPECIAL AREA PLAN CG ivMIAMI RIVER LLC SEIIOrER 11, 261e Q A D. 19,, MA 1an. 58, 2013 Li Feb- PG, 2015 qCq Ap' 01, 0015 IA Apr MIS Kimley4Hom �LJ XII KO& KARP ARCM-ECFURE 011E1106R DESIGN PLANNING aia aun ra[ann 1.11.4 D-16 1% OPEN AREA. OPEN AREA I I{65212 TOTAL . FACADE AREA (35]2p1 % immor PRASE COVERED AREA • GLASS AREA (18.O34 f TOTAL FACADE AREA 30]791 = 34% = AA% ilk I I --ii I I ll1LLLULL 1 f t [tIl.] flll 1• I L - :1l 1E 9lll L 1% OPEN, AREA • OPEN AREA (753011 TOTAL PACA1E AREA (35.5POI 5, % PEDESTAL - WEST ELEVATION AT SW 31d AVE N.T.S. IOLASS COVERED AREA • GLASS AREA 124.289 I TOTAL FACADE AREA 35,140y (% OPEN AREA .OPEN AREA 02sy !TOTAL FACADE AREA REAT290 fA% J I I—� ■■ (% OPEN AMA. MEN .AREA(1A311111 TOTAL FACADEARFAMerl • SS% IMAM OCRERED AMA `RUM AREA F20214TOTµ FACADE OW.(23,332) ((:LASS COVERED AREA r GASS AREA (A. TOTAL FACADE AREA ;RAM • 27% • sr is PEDESTAL - EAST ELEVATION AT SW 2.5nd AVE PEDESTAL. NORTH ELEVATION AT SW Sth STREET N.T.S. N.T.S. OVERALL. CALCULATION FACADE AREA = 118,228 SF. GLASS COVERED AREA = 88,353 88,383 7 118,225 = .58% 58% GLASS OPEN AREA W ASS COVERED PEDESTAL- SOUTH ELEVATION AT SW Sth STREET FACADE GLASS PERCENTAGE CALCULATION ! PHASE - 1 N.T.S. FACADE GLASS PERCENTAGE CALCULATION N.T.S, FACADE GLASS PERCENTAGE CALCULATION SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPT9RIER 11, 2O14 REVISIONS Oec.19.201A Jan. 28. 2015 FIA 1fi. 7715 A Ap1.01.2015 ® Apr. 7, 2015 I'��l5fyw 1 3!1 KimleyyHorn A{PPS ES K081 KARP wry ARCHITECTURff INTERIOR 0ES1GN PLANNING 'AWN 110.11.11...COM11 D-17 Nliil��lliLli o IJ1ll 'ilingiWITTP711.71 crry Clp r'.PGI HaA11T_1 .'CAROB na or. 3D RENDERINGS - AERIAL VIEW SPECIAL AREA PLAN CG MIAMI RIVER LLC SEREh®ER 11, MDR IONS Dec 19,2011 1j KM. 26, 1015 �411 4. Di.s375 it At.. RD 1015 Rw ;n,R Kim ley »Horn a lit KOBI KAPP ARCHITECTURE INTERIOR DESIGN PLANNING MArrua WNw.vLeue�PCAA0 D-18 3D RENDERINGS - AERIAL VIEW 2 CG MIAMI RIVER LLC SPECIAL AREA PLAN IIMMERVISONO 19,34ii RE4151ON5 Dec, 19. 2014 26, O. NJ.. 2010 q 2D15 •tk. W. 01. 2015 Apr,00,2015 I tA I IGrnley*Horn Ei 311 ARCH ITECIv9 INTERIOR DESIGN PLANNING AM .0 WART 3914,1 till ,..,wKpEiKAnCON i0 D-19 41.,17 3D RENDERINGS — AERIAL VIEW ore SEPTEA9BER 1S, 301. REVISIONS ® 0rs. I9, 2014 Li!,■.. M. 2015 Ati Feb.20, 2615 AG Ar..OL 2013 Ig Apr, Xi, 2015 Kimley »Horn iLIAWS KOBI KARP ARCEIITECTURE INTERIOR DESIGN PLANNING .10.11.11 D-20 _l 1c.1 3D RENDERINGS — VIEW FROM SW 2ND AVENUE BRIDGE KOMINIIIMIlr: • REPTEMBNS ly aPl{ RE VI Ssq NS ADAL ER. 2014 A, Ian. ZS,2Q75 A TRH N. 205 @a5 AKPi. 20I5 (.5+ Apr 30.ZP1S Kimley »Horn KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 3�u R1=a.1 MANY di0107.00706.1 D-21 IERP.".'3 C7AAB8 3D RENDERINGS - VIEW FROM SW 2ND AVENUE BRIDGE SPECIAL AREA PLAN CG MIAMI RIVER LLC 11.2PE4 RE VISIONS 0ec 19. 2014 ,EL mil 28, 2OL5 Feb. 25, 20)S A Apr. 01. 2015 Apr. 30, 2015 Il Kim ley»Worn jUNKIES Kr)&I KARP ARC141TECE11RE INTEpFQK DESIGN PLANNING WARS MA MAD S D-22 3D RENDERINGS - RIVER WALK VIEW lETi( r 1E/1M90I 11, IP111 v151.00ZS • 0N. 19, 2014 25, • F40. 26, 1015 AIN AN 03. 2015 • Apr 30, 2015 Kimley .4 Horn HOES KOBI KARP ARCHITECTURE INPEPIOR DESIGN PLANNING A. Al* NE.A.A0 1,14 4.-ttirp.ore 1(1311114.1,001, D-23 I'411. 1 RN BM op. vir i CITY ne eVe..:11 3D RENDERINGS - VIEW FROM MIAMI RIVER CG MIAMI RIVER LLC SPP![MlEF 11, 2014 REVISIONS at, D. 19. 201e et Jae , 22, 2015 Feb. 76. 2015 A Apr 07. 2015 ® Apr 30. 101S RW Kimley uHorn ;IES a KOBI KARP ARENITECTURE oNTER10R DESIGN PLANNING WWWKS.M.COM D-24 1. EJ p 111�1�. di!liE.•. •`1 �i111Lridiff 11L;Y4w . 1. flll;'- mg.:ARP ---- 3D RENDERINGS - VIEW FROM MIAMI RIVER Win/ 1141Araga — - SEEP FMBER 11,8014 µnn1 Dee 19, 7414 Jan. 28, 2015 Feb, 26. 2415 eh Apr. 01, 7415 RW Kim[ey Horn AGES 11( KOSI KARP ARCHfrECI1JRE i1FEWOR DESIGN PLANNING ,un AMP NWI1, naY 1.72:14Nnan .1.5rk ion D-25 e.immie -your imanginimmill1111 1 Ili Nino.11 rn-rrET-T-TTThr-r-v'rv-v--r-y Alt 1 ib • - • --—,7.44.4:4k • , : e - - 3D RENDERINGS - VIEW FROM MIAMI RIVER 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC IL- 55PT(MBER 11. 20i, 2j1 CA.c. 33. 2014 Lt. 12n. Z8, 2015 As. pet, 26 2015 AS, 040. 01, 2015 Apr. 30, 2015 n a r1W Kimley*Horn itillES KO•81 KAPP ARCHITECTURE PJATAI INTERIOR DESWN "LANNI64 141 4ii1d•■E1Ni11E sie ER valyAligYalitiVIMIXO Kimley»Horn OGLES KO&I KARP ARCHITECTURE INTERIOR OESIGI! PLANNING NA AAP NUM Tlf 4+1w�RwYwi NFL`- MIA: 3D RENDERINGS - VIEW FROM MIAMI RIVER D-27 .7;7—'71775- bgi - 3D RENDERINGS - VIEW FROM 7TH ST. AND 2ND AVE. SPECIAL AREA PLAN CG MIAMI RIVER LLC 5611111.81,111 11.1014 RE .MA5 A. Dec Is. 2014 ▪ Ps r+ 28, 2015 ai RP 26. 2015 Apr Ell. TO13 Apr. 30, 2015 Kimley )>Harn KOSI %ARP ARCHITECTURE IMTERIOR 01316N PLANNING 3.1. .1) MUMS MarwO .0.,11.1,1111 ..,31 ULM * J NM. CDPIN•PPLPAI D-28 l iv 3D RENDERINGS - VIEW FROM 7TH ST. AND 3RD AVE. K u4►� 47107I1 a SEPTlMKR 11, 1914 REVISIONS pt O. SA, 2014 G4 J,& 2& 7O15 Feb 26, 2615 A201, M15 Aug. Oa2015 1 w Kimlev »Horn INGLES KO& KARP ARCHITECTURE INTERIOR DESIGN MANNING w wvx�.xrwm D-29 r 30 RENDERINGS - VIEW OF 3RD AVE. - TYPICAL RESIDENTIAL DROP-OFF CgllM 1U►►ICII[i1 SUMMER 11, 301v 5E4i510N5 ® Dec. 19.2014 p. 1Pn. 38. 2015 A . Feb. 25 2015 A Apr. 01. ]015 e]1 Ap. 30.2015 Kimley »Horn IMES NKs� APOIYEttUPE INTERIOR DESIGN PLANNING 'WNW C01111441.1P.CCM D-30 he design cone: .bathed Is Iha solo proper-9 cf Kobl Korp Archffecture and lnrenpr Design. rne. The design lerlol may n01 he sand wl1hey11ha Ororesl4d wrltrpn Cameo! of Kobi Karp Archlleclure and !Mellor Design, Inc (KKAIDj. W W W , KQBIKARP,COW.) 3D RENDERINGS - VIEW FROM 5TH ST. AND 3RD 3110Fi1 iVal11 P.A4MI[. SEPTEM0ER 31, 0014 REVI;IUYY ( Dec.19. 2014 nnj (p lan. 28. 2015 • Feb 29.0015 Lnys Aor. 01. 2015 21. Apr .301MIS 11 Kimley »Horn jUKRES Ko.KA,, P ARCHITECTURE rNTEMOR DESIGN PLANNING A. 0.L6 !SCAM wan., papa p pop WNW PPLIBIAPAPP.a1Pdi D-31 i ll(1:lj l l' f, ` ' LIJIi ,(Il1I�LI1,1.:1`j.il_I,II 3D RENDERINGS - VIEW OF 3RD STREET FROM 6 ST. AVENUE. 2 L37t4kI ET:TfL13 T2I IMMYT II;Ik!i amir. SERANIIIN IL IOU viSITINS • D. 17, 2614 • M. 26. N/15 Fpy.26, 2Q1 Q, Apr. 0E2095 • 9 ..30.2015 �MY Kirnley »Horn itIGLES KARP K- WICNNICTURE INTERIOR DESIGN PLANNING D-32 . • 3D RENDERINGS - CLOSE UP VIEW OF 3RD STREET 'KeI�li 4411►/4'1I(i -\\ SEPTEMBER IN. 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XIS A Apr, 01. 2d15 Apr,30. 2fl15 Kimley »Horn S a K091 KAR' ARCHITECTURE INSERI0 QESYGN PLANNING aia aSio PFWN xnn 11.1e410uv.[0m D-36 H11 .1111111'..1111111•11!'''''11-1 UIB1R 11111•11r •!!!!1 - I III I if/ 11/1.1- 411111.1 11.4 NirVitk- 3 IT!! ; "14':Vfl .1 11E011•1111P 113.11I crry PS ,T•TR _OMB .1:11i 6: 3D RENDERINGS - MIAMI RIVER ELEVATION 2 2 ‘,5 a CG MIAMI RIVER LLC SEPTEMBER 11.2(111 REVISIONS As 0w.19, 0014 M2941S A Feb. 26. 20E5 Apr. al. 2000 hi Al. 30, 2171.5 Kimley oHorn OBES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Alekim ss...t.4.2•11.17 AmmOTPOIMPPCBM D-37 F PROJECT INFORMATION DIAGRAMS 1618 11inu5T 2 a SPECtAL AREA PLAN CG MIAMI RIVER LLC S1PtlENINE 33, 2014 RE VISIONS (66qj PAc.19,301e hp Jan. 28, 2015 Feb. 26, 2015 242. 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PnaWFdeans SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEARSER11r 21114 REVISIONS nn • 002.1912014 !d Jan. 28,. 2015 / 0 Feb. 26, 2015 • Apr.01,2015 ▪ Apr. 90,1015 �MY e4�.TYJ Kimley »Horn jUNGLES KOB1 KARP AREICTECTURE 1NT0SOR DESIGN PLANNING WA b Lyle 00,1.41010 LEED CHECKLIST F-1 IA.NCLSCA PE PI.A N'. ▪ ILANDSUPI RAH INDEX • LANDSCAPE P MLNrs • TAN saws PLuf • CACESHEMT1N IU52Y LS Met5.S0012022 .. l0 MSC 04009114144 AMMY • OVERALL miowuNT PLAN wrTNlwi CANOPY r»x20LDEVELOPMENT PLAN MMTN(NrO•Y L11 NORTH PLAZA HBLARGLMENT SOUTH • SW 2.5 AVENUE ENLARGEMENT 115 31uUEE1rtlpun LIB LNIL RAN 117 a0SINom Mkt RAN mf5IPML115p15 EtE was MAPn RAM SIMN Mita 1M (mem L16.1 n1ERMNS0Aa Ai 1031 MLANPARIK u9 L20 MAN77•MLY 121 LAM1MMPLOf05KfNTEP INL.PM,ELIENT L13 PM PRAWN PEW. STANDARDS 523 SR SEE1I2NA• RP425A5N E24 Sf!Y sf6Nl15 ..SWAN STRER 15451 EN01 TTIEAST5R01 Lxv W 2 AnnuE uo ism sscnory N .2.6 AVENUE 134 191E fMfila PAI1N SE.3N L 135 RNSPL01PVE 0+ RHRNA2N AND 0EYELLYNEN• Lib R2PL01P4ln OIYELOPMENI A14LsEL P L21 4025214NR 0105510,44N1 nl REu11LYL1 3R CAL 1121.1 PI 0PIC' Lx aT [x U4250 Svµv MLA LNO MT AND PLANT P.A1 FETE 35'REF .10 GIANT r 113.1 PRsnail.R • LOWER 444 OVERALL 3.5553/.MAN W1 00L4441.W R4AR PLOP -MASS MI W 0NE1N11 MAMMA! PUM-swags 54 lM YHEMLRLANDSGOS P441-w45E3 CSO WYEMML WNC6C5P[ PGLN-RLISE4 253 005MAI 1AN250-44 v1Ml-Pw545 152 MEMOMN5S[NEPIAN-]NPLIHEI L91 LANLSIL 55021 PWI -lo 15lfH1 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEM2ER 11,2014 ss Dcc. 14. MI Iq1 fan. ZS,2015 Ir faw.26,2015 ® Ap1.91,2015 11 APr.30. 2013 1 Ilf Kiniley Horn INES KABI KARP ARCHITECTURE INTE111015 DESIGN PLANNING LANDSCAPE PLAN INDEX L-1 LANDSCAPE LEGEND Ix[g•u.e.ae umweec to ire euAa.rarmr a •,co ro • Transact Zone. jO-36-8-0 Dr.% 4=Ar= lq Area 210 622 Er Apes 0 90 REWIRED' PROVOED OLLOWES A. Square feel 01 re4Uired Open. 55ace. caleden FRB plan: 21 0824 21 082 sf 6 _L9L Area=210822 81 Z:_ 10 %=2j. s.f. C. Square feel ce parkag lot open apace rept..0 by Antpe9. as N/A 15g axlxvted on sue plan Number 01 parkin9 spaces 0 X 10 s f per parting S11ace= D To1a1 square reel of landscaped open apace required: A•9• 21.062 N 21 062 sf le A Sown 1eer of landscaped War space required by Mlami2l 21 062 of 21 062 al B MRxmum lawn..aae[g00) PerrNRed=,20_56x 21 062 sf 4 212 sf 12121 Tees A. Number 0f 1ree& required per net 61 acre less existing number of trees Mee dig minimum requimrnertts= 27,_lreesx 403 net blames- number of emstag bees= 106 lifz B. %Palms allowed Number Of 11909rprdedx 30%= C. %Narues required Number of :tees 9101110ed K 30%= 22_ _a— D. %Drought Meant and low maintenance: Number ol trees prowled x 20% = E. Street Trees (maximum average apewg of 30 u.o.): 2,179 linear feel along street 130 c i4 _a_ % Palms perrne[adte, taunt tdnerds street trees on 1:1 basosx 30%: $Muss A Number of shrubs repulse Number of trees required'. 10= 1.030 •+-1038 d %Nebvesbr as requmed Number ofshrubs prowled r 30% a 309 •+-309 6 % Drought tolerant and Iow maimenance required: Number of shn1bs prolndecrx 20%= 208•1:209 LANDSCAPE LEGEND Trenaea2one D-3 Lei Aroa 91243 sr A Swam teat or requiredn Spa de ea Medalled ensue Ian. Lot Area= 131, 3 sf.a 10_%- 16, 2l err 8 Square loot cf parauig !damn space MOWN! by Arocse 9. as 'indicated an erne gran. Number of parking spaces 6x 10 a f. per parking space= C Toal square feet of landscaped Wet specs regwed' A•B= 1 Anal AN, ru al amps A square teeter landscaped cren spew requiredb9 Manner B MIaxrrum lain arse. OW) mooned 21%x 2,124 sf sf. •eras Acre. 1.4 A Number of Beet required Par red !M aas, lass grating number cf bees meetmg minenem reluinernenis • 22 ban • 1.4 wel41 DVSs- number of 'mating bees= 9. % Palms allowed: Number of frees crowded a 30% = C % MMabee& required' Number al bees abaft] x 34%= 6. % 6r.uant Iplera9 and few manastlnea: Number Mimes prowled x 20% • E. Wee T.eet (ma.imdm average opaurg ot 39' o.5.1' 273 linear feel along street! 30 = % Pamms pi/mtTed l9 count iesrads street treason 1 1 bass t 30%. &9YU A. Number of berldla required. Number of treesre9.tire9 x 10• is. %Nabs. shrubs required: Niollbar trsfwb1prtnid.d x 30%= C % Drought loleren! and IPA maorenante Menin.1 Number or slnuya provged x20%= PEOw4Eur PROVIDED &LOHED 8.124 a1 6 124 sr NIA NIA 4,124 s1 5,124 sf 0.121 sr 13.121 51 1224sf 1,224 sr 31 31 10 10 10 10 9 11 3.10 •f• 310 33 •r-93 62 •+• 6? CG MIAMI RIVER LLC SEPTEMBER11,2914 1LVISIO#S elas Dec. E9,2011 ,2 Jan. 28, 2015 ed Feb. 26, 201.5 ww • Ayr, 01, 2015 ,�y Ayr. 30,2015 WI Kimley »»Horn JIARRLJ .9 KOBI KARP ARLHITFCtIJRE 1MTERY08 DESIGN PNANNING AlA MID WARE 0 En MM. NDPEARREDivi L-2 LANDSCAPE REQUIREMENTS A ...:,, , A ':', ",' •:—:.C.7; K: .r. . i'.7. CG MIAMI RIVER LLC AFIATIMBER 11, 2014 RP: GI 0 044.1111014 62L Jan. 20, 2015 2421 Apr 20i5 Ayr. 30. 2011 12f Kimley •))Horn KC)B4 KARP ARCHITECT UAL INTE14104 5,GN PlAtaNeNG Ala Nr.1.161 • I wilscutv cam L-3 TREE SURVEY PLAN SAE IlAWA 04.400 Ommme • AM A 0 004.0.4.04 1.161.1011. 161 la 410 1404-0. .06 Mm Alen 16 14 MI REA 2.44.6 61 10 Am. mem Am 044. a.... • RA IAA IA PA A .111.11.100. MAN R. 0.014 MIA am. IPAA1 Awl 1.10.1.10101.1 AIR • • .10 mmw ONIA IMAWA aMm A MA Am AA 101.1. 011101.. 44.00. WARY 010.11. .44 1.0.11 .01.18 • IP Spolmm 1 AM am milm • • w. • 00. • • • 800.400. rem RANA. tam 11 ens AMY 112 9444.004. 00004 .61.111.1.1110 ct on_ EL Alt1M1l1,11C4l!llv1! REVISIONS 14.2014 Li Jan. 28. 2015 ORES let ARCHITECTURE INTERIOR DESIGN PLANNING Ala KAM 00.01.3 0 AM] lam L-4 TREE SURVEY SUMMARY 'de • I, 14 111 e • • • .1: 1 ,1 r II A. 1tjr 1117 4 1=. 11 ept "Parr .1" 41417/ CG MIAMf RWER LLC SEPTEMIER 2011 ItEWSIONS As Dec 19, 2010 del tam 29, 2015 ▪ TeG /G. 7015 A Apr. 01. 201S Ap-00. NIS Kimley )>Horn KGB! KARP APENETECTURE NTERIOR DESIGN PLANNING Au AU, 2411.1•Miel..1.1 s.Amm..kom„ ID an ;T. ,t1.1 1.1,3 r 1 NW& 1:011.1.00,1 L-5 TREE DISPOSITION PLAN • 141, 0.4001 0,4141, 11 -- s 4s•w4 • 4141, -- 11.10,474 Mom .414.14.4 1,444,7 4,wµr 714174,144144 10.44141, txr41171 -w•- 4•i�rr/a n4�r 441.47.14 447,71.4 11,41044 11,440.1 11,77,4 411,11.1 4M 111171 1,10111141,4 4e Mom 0444 444, OK •mew .610 .144741, Moo r, 04,41144. 14. 11.164. 1.41 LAME 11,14.1,414 MEI 11.17.477 074147,744. .07 ream- 13 IS • 1,4 1,4 1,4 1,14 1,14 1,4 1,07 1,17 4,7 4,17 4,17 44.47 . 414 . 414 11, Yule 4,4 1.1,1,17114 414 137 11,44.4 11,44.1411 77714171, 214,0,41 4,114.1141 RlRLlf"I! 4141,177.7.7 0444 11.177.1 141.4117714. 14710,14, 11, IOW 1, 41. 4,041,4 • • Ir IA • u_ 7 IS IS LI 1,4 1,14 ran roim 11,4 .04 4,1,114 11,1,414 114, 1,44 4.7.7.774404 13,1744,714 14141,444 .-M .14,4,1417 41, 0,47.4 117 41,,1447 4,14,14 510 10.4114., ODA 4741.47, 04,11, 14,41, ..110.44471 13, 71.41, 141.7, 1114411411. mar 4,04.7 100 SIP Nrt ,1414 4141041 414,117.1 117.1144.14 1,744. 014.440, Amm rro Mm .114014144 4774, OSA 44.107.11114 ,1241 414.0. PM ,944 111 077 If I 4 IA 0 II • • • .14 Orome 14.14, Camm Dom 14, 1,47 41, 1,17 11,7 1,4 44, ro- ,17 47.11 41, 1,17 11474. 1..11,414 44114411. 114.14.1. .441 71.14,17471.7 Cam 47.4711, ..11414 Melo • MOD ,1114 13 4,144.1 .114 1.441 141011 .4117 1,4 44. 70110771,14 PI 14.1 1.4 174 • • Ore 111 04141,17.4,11, 11441, 4.4.141100 Saab 11,414.1, 1474114. 1,114. 14,71 117,40 Mar .41404. 11,404 71,1477 IP II • • • 41. Per 4,7 4,7 4,4 4,7 1,4 11, Imcis 11,4 • 1411,44011.4 141,014,7700 4.1014.1. 0,7 4.140,4 0.44.14 4,14 4114. Ilt174t 37.11r1V14110 At ▪ ROE 01, 2015 KimleyoHorn JUNES ARCMIECTURE RIMMING 11,4179.3144 L-6 TREE DISPOSITION SUMMARY Cocos nucifera, Coconut Palm Syagrus romanzoh5ana, Queen Palm Conocarpus erectus Green Buttonwood Bursera simaruba, Gumbo Limbo Archantophoenix alexandrae, Alexander Palm Delano( regia, Royal Poinciana Sabal palmetto, Saba' Palm Roystonea regia, Royal Palm CG MIAMI RIVER LLC SEMINAR! R v, 1014 REVISIONS PRE. 18,, 3018 e • Jan. 28, 8015 W Feb. 28 2635 ,It ARC O1. H115 • 3o. P015 SIr KIm1ey;»Horn ittIGLES KOBI KARP ARCM 1ECTURE INTERIOR DESIGN MANNINO iva ASID Nxaae Cart, IlL1r L-7 PROPOSED TREE RELOCATION IMAGES 3RD AVENtI 2-5 AVE ENLARGEMENT --- PO01. ANDIA 1 GROUND ENLARGEMENT JOSE MARTI PARK W • fI . EXISTING POOL JOSE MARTI GY (PHASE 2 --1. • - LAWN i------' MIAMI RIVER RIV ER W ALK NORTH PLAZA ENLARGEMENT ART PLAZA ENLARGEMENT g K Is 17�I fir / 111•, CG MIAMI RIVER LLC SCPTEMPER 11, 2014 l�YIrIm 4, 2014 h5 lan 28.2(115 ®22 Eeh. Nq. M14 a91 Npr01,7015 2t5 Pp` 50. 2015 RW Kimley »Horn ANGLES KON KARP MtCHIT[CTUP: INTEfIGR DESIGN PLANNING ASIO OVERALL DEVELOPMENT PLAN WITHOUT CANOPY 1-8 f._ POD / AND PLA GROUND ENLARGEMENT OSE MARTI PARK XISTING POOL MIAMI RIVER ART PLAZA ENLARGEMENT NORTH PLAZA ENLARGEMENT CG MIAMI RIVER LLC SEMNSER IL WU al Dec 19, 20 l4 .r• ZOLS 4, Mx 26, 2016 A A1.01,H.15 Aoc3e.203& RW Kimley 411orn KOPA KARP ARCHITECTURE PriTERIOR 651660 RAH Pilk4 7/0 AL 00 KARI L-",e /In bro.* i.menni '1711=143 11.4. xvn,r.E0=w.com OVERALL DEVELOPMENT PLAN WITH CANOPY L-9 STEPS WATER FEATURE RAMP 15' lf. PUBLIC RIVERWALK // MIAMI RIVER BULKNEA 15' MII(PUBLIC RIVERWALK 3` SAFTEY 10 CUSTOM BENC cff SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPRMBER 11, 2014 Al Dec. IS, 2014 1& 6015 , Feb.26, 2015 Iq1 Apr. 01. 2015 d, Apr.30,2015 R Kimley 'Horn INGLIS KOBI KARP ARCHITECTURE INTERIOR 6E0l rN PLANNING AM IVO KM, 1.4 gal .1.115711.6 WW» pro., MAIN PLAZA ENLARGEMENT L-10 TRUCK TURN -AROUND 50' DIAMETER EGACY TREE ST 15 .MIN. PUBLIC RIVE, WALK BULKHEAD CANOPY TREES . TYP. - 3' SAFETY ZONE • AlTAMI RIVER 5 MIN. PUBLIC. RYIrlfwALK 3' SAFETY ZONE CG MIAMI RIVER LLC SEP 1$A8EA 11,1014 b. Dec m.tOls • 28,2015 25, Feb 21, 2015 L , Apr. 01,2015 its Apr 10, 2013 NW Kinnley ,)Horn jUES KO®1 KARP AREHr1[nu8E • INTERIOR GE51GN' ,_1. 0 PLANHA NING ROAN INING r,W NORTH PLAZA ENLARGEMENT L-11 LEGACY TREE 3' SAFETY ZONE ,.ANTER. TYP. US[CM SEYTWALL/ 8 EfVCFi , y MIN. PUBLIC RIVERWALK MIAMI'RIVER CG MIAMI RIVER LLC SEPlEN1ER 11. mu its LILL 19. it/IA lam. 28, A15 E.,kry Las. 25, 2015 p rya0P1.]1114 A Ape 50.T515 W Kimley })Horn l KORS KARP ARCHREEIEURE 111T1HI0R DESIGN PLANNING SOUTH PLAZA ENLARGEMENT L-12 Q PLANTING AREA. TYP, • WALKWAY ONE WAY DRIVING LANE PLANTING AREA, TYP. 0 O7Y OF 11..E,M CG MIAMI RIVER LLC to Dec. a9, 201E A Jan. 28, 201S FM, 21.20i5 pApe. 01, 201S A Me. 30. i011 Rviz Kim1ey »Horn taw KOSI KARP 4R(R0.ke RARE INTERIOR DESIGN PLANNING 0R MIA +n+e�a.WeYaIe. MAN SW 2.5 AVENUE ENLARGEMENT L-13 :iSs7 * � Cy! L .his _ _ _ 4 Fc l 6 PLANTED AREA (NATIVE TR©PICALS), TYP. RAISED PLANTERS, TYPICAL 0' I S. 30' 60' CG MIAMI RIVER LLC SEFTEh1BER 11, ]014 F VISI ON5 0 5.19. Z011 A�A 90,. 90. 0015 Vy F. 2.5, 2015 2 Apr. 01.0015 +lac ]0, 1015 2 �llY r- KEmley »Horn ORES KOAF RARP ARCHITECTURE �50(910!<OF SIGN MANNING 1141, L-14 2N❑ LEVEL PLAN STAIR EGRESS FROM LEVEL 2 TO LEVEL 3 TRELLIS WITH BUILT-IN BENCH RAISED PLANTERS, TYP ICAL FOUNTAIN AND PLANTED AREA (NATIVE TROPICAI-5), TYP. EVENT GATHERING SPACE PLANTED AREA I N AWE TROPICALS), EVENT GATHERING SPACE Ft OPEN RAISED PLANTER AND PLANTED AREA (NATIVE TROPICALS), TYP. . . • - I • ' - • Arc 0 60 C) CG MIAMI RIVER LLC SLPTERISEA11,33211 REV1SIONS Lte 00C 15, 201. San. 211, 2015 Ftb 3E, 2013 A rot 01, 2015 1. Apr. 30, NIS Kirnley »Horn KOBI KARP 06101-111fLiNHE NrERIOSI DESIGN HANNING AN0 YELP Eny my, r, J 11 YELP En 01,4,4* www10.0.10.4.01, L-15 3RD LEVEL PLAN PLUNGE POOL RAISED PLANTERS, TRELLIS STRUCTURE WITH TYPICAL PLANTING SPORTS/BOCCE BALL COURT LAWN / GATHERING SPACE SWIMMING POOL z a La U0 5 ace CG MIAMI RIVER LLC STATENIKR .Ma pat! "Vic IONS LnL Dare 10, 2014 2p la, a 2015 As Feb. 26,2015 AL AO. 01.2015 p5 Ap. 00. 2015 -w Kimley oHorn jaws Iiir KO81 CORP ARCMSEC- WRC INTERIOR DESIGN RIANNING 5 y' _G 11 L-16 9TH LEVEL PLAN ACCESSIBLE + SECURITY PARKING OUTDOOR GYM AREA CHILDREN'S PLAY AREA WITH OVERHEAD SHADE STRUCTURE JOSE MARTI MEMORIAL WALL NEW OVERHEAD TRELLIS STRUCTURE RENOVATED SWIMMING POOL + DECK PUBLIC ART PLAZA PUBLIC RIVERWALK 15' MIN. WIDTH 3' SAFETY IONE CUBAN PALM COLLECTION LAWN - OPEN GATHERING/ PLAY NEW WALKWAYS WITH INTEGRAL COLORED PAVING PATTERN PUBLIC RIVERWALK 15' MIN, WIDTH 3' SAFETY ZONE 0. IS. 9 5 5 CG MIAMI RIVER LLC SPECIAL AREA PLAN SEPTFMBER 11, I01 A. OPE 19. 201f Nn 78. 7Ri5 ® FEL 26.2015 A AJ+01. rigs A AIM. 30,]015 11 Kimley »Porn 6 lit RCSBI 0ARP ARCINTECIAM4 INTERIOR DESIGN MANNING PIA LID KAMP nil Raw.Porr AWN ILOPIPAPPLONI JOSE MARTI PARK PLAN WITH DIMENSIONS L-17 ACCESSIBLE + SECURITY PARKING OUTDOOR GYM AREA CHILDREN'S PLAY AREA WITH OVERHEAD SHADE STRUCTURE JOSE MARTI MEMORIAL WALL + RESTROOMS NEW OVERHEAD TREWS STRUCTURE RENOVATED SWIMMING POOL + DECK PUBLIC ART PLAZA FOOD TRUCK PARKING PUBLIC RIVERWALK WITH IS' MIN. WIDTH CUBAN PALM COLLECTION LAWN - OPEN GATHERING/ PLAY NEW WALKWAYS WITH INTEGRAL COLORED PAVING PATTERN PUBLIC RIVERWALK WITH 15' MIN, WIDTH CG MIAMI RIVER LLC r.15 SEEPIEMBER 1I, k' 14 µT Dee_ 19. EON !a] fan lit NM A� Feb EB, )015 An Apr 01, 2015 30. 2015 Kimley »Horn Q KDI KARP ARCNITECTVRE INTERIOR OESeGN PLANNING 'IA MID li.141. JOSE MARTI PARK PLAN WITH TREE CANOPY L-1B • CONNECTOR TO EXISTING GREENWAT VERa • MM 8 --- MLAMI RLit -------- • • is CONNECTOR TO EXISTFIG MIAMI RIVERWAI K 11 SW iTH AVE • 0 Ea • asses' EXISTING BULKHEAD I-195 HIGHWAY STRUCILEBE' ABOVE PUBLIC R1VERWALX AND BIKEPATM WITH 15MINIMUM CLEARANCE. THE R1VERWALK WILL BE CLEARLY DILENEASED WITH IN GROUND PATH MARKERS MIAMI RIVER PUBLIC RIVERWAIK AND BIKEPATH WITH 15' MINIMUM CLEARANCE. THE RIVERWALK WILL BE CLEARLY CiLENEATED WITH IN -GROUND PATH MARKERS. 3' TYP. SAFETY TONE • II • • + CONNECTOR 70 EMSTING MIAMI RIVER GREENPNAY PUBLIC RIVERWALK AND SKEPATH WWI 15' MINIMUM CLEARANCE. THE RIVERWALK WILL BE CLEARLY PREHEATED WRH IN.GROUND PATH MARKERS. CG RIVER LLC 0" '1 ?!• SEerahleER 11. 2016 it Dec 19, 2014 el Jan 28, MIS 4 Fa. I• 201.5 42 Vial, EMS tt no 30, ZIN RW K imley Horn 1111ELES , --kv\ KOBI KARP •• • ARCIAJTECallIN INTERIOR DESIGN NANNING 4....r.1.1*• A141. • 111 Ina WWW THE RIVERWALK @JOSE MARTI PARK L-18.1 ENLARGEMENT KEY CHILDREN`S PLAY AREA WITH OVERHEAD SHADE STRUCTURE MONUMENT WALL. AND RELOCATED BUST OF JOSE MARTI NEW RESTROOMS NEW OVERHEAD TRELLIS EXISTING CHANGING ROOMS NEW OVERHEAD TRELLIS RENOVATED SWIMMING POOL + DECK n rr EXISTING BULKHEAD FITNESS AREA RETAINING WALL AND BENCH AT EXISTING MAHOGANY SPECIMEN INTERACTIVE FOUNTAIN FEATURE SAFETY ZONE CUSTOM BENCH AND RIVER VIEW TERRACE EXISTING BULKHEAD EXTENDED RIVERWALK WITH 3' SAFETY ZONE BELOW •.5 1 S JOSE MARTI PARK ENLARGEMENT SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, B016 ii Dec 19.101E 166. 2B, 201s A Erb 26. 2015 A no.01, 2015 A. Apr 30,2015 R l.. Kimlcy *Horn ilINGIES Kp11KIIP ARCHITECTURE INTERIOR (RESIGN' PLANNING A14 ASOBURS L-19 ENLARGEMENT KEY NEW OVERHEAD TRELLIS EXISTING POOL RELOCATED PUMP -HOUSE GAME AREA ICHESS/DOMINOES) RIVERWALK GATHERING AREA EXISTING BULKHEAD Ste- s CG MIAMI RIVER LLC 6ErrlrnBEK 11.2011 Li VISIONS Jy� Dec. 19,201s A, Jan 29, 2013 • F1(r, 76, 3015 • 0.. 01, 00015 ▪ nPL. 3R, 0015 W {r^' Kirniey »Horn DIGO K ARCHITECTURE INTERIOR DESIGN PLANNING 0..3111.1 rnm L-20 JOSE MARTI PARK ENLARGEMENT ENLARGEMENT KEY r. -1-3-4i;20 Srdi FOOD TRUCK PARKING NEW OVERHEAD TRELLIS EXISTING POOL RELOCATED PUMP -HOUSE PUBLIC ART PLAZA 3SAFETY ZONE PUBLIC RIVERWALK EXISTING BULKHEAD NEW SCULPTURAL BENCH NEW SCULPTURAL BENCH WITH PLANTER CG MIAMI RIVER LLC SEPTINIOUR 11. 0014 Dee 14_1014 4, Ian 23, 2014 ZE Feb 26, 2015 A ALP 61, A915 At 4. 30, 2215 . tr.n R1A Kimley »Horn iUNGLES KORA KARP ARCNITECILSPE INIeRIde DESIGN PLANNING PH .0 WINV.MOSMU.SDIN JOSE MARTI PARK ENLARGEMENT L-20 TYPICAL KIOSK SIGN SMALL DIRECTIONAL/ INFORMATION SIGN .III \ 1 A Ii C^:11� PEDESTRIAN DIRECTIONAL. SIGN zo..� 1. .rye cI ECT. .o.,...rra>. a2DINE Evan � Typical Riverwalk Section NOTE: TINZONE PAVING WALL EXTEND SAFETY INTO ONE AREAS WITH AREAS G B NO PLANTING BEdB zo s o Xenc .0011.16.1.0.1.0 2a.. Typical Riverwalk Plan z _Q as ae CG MIAMI RIVER LLC SWIMMER 11011014 RE VISI DNS • Dec. O. 2014 Ian. 1A 2015 F. 16, 2O15 ▪ Apr. 131, 2013 AP. 30. 2635 Rw Kimley •»Horn DES IIc KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING L-22 RIVERWALK DESIGN STANDARDS 3RD LEVEL TERRACE WITH ROOF GARDEN TERRACE V MEL 50SETBACK MIN. PLANTER/ PASSIVE TONE MIN. 25' SETBACK MIN. FROM FACE OF BULKHEAD TERRACE PLANTER PLANTER/ TRANSITION ZONE 3' MIN. CIRCULATION ZONE/ PUBLIC RI V ERWAI.R. MIN. PLAN 14-nP Amos PROPERTY LIMP LA.• 44 40 w 0 a.< .0. CG MIAMI RIVER LLC 5E17E1.110111,21LA Lt Der ID, ZOst 16. Fa. 2S MIS as Feb 26, 2015 A Apr Zon ,Lt. Are 30, 201s Rwa Kimley »Horn MIES KOBI ICAP ARC I Mil LeRE inTERIOR 0(416N PLANNING 1.1A PV,PArn I 109S5 MPH SITE SECTION A L-23 RIvERWALK PLAN EXISTING SIDEWALK. H.I.C. 11' LANE SW TTH STREET EXISTING TRAFFIC LANES 11' LANE SW rig ST. N.I.0 11' LANE PROPERTY LINE ENTRY TERRACE 6' MIN, PHASE 3 BUILDING z a taa aE .10 a CG MIAMI RIVER LLC sF aEa 11, 2614 ppZ7 Dec 1%2011 {n Jan. a,2013 f t., .26. I016 eAe.. Apr. 01,1015 pS apc 29,2015 RW Kimley 1>Horn RBIXARP ARp11TEal2PE ANTERIOR DESIGN PLANNING YWAV SITE SECTION B L-24 OW 7TH STREET (WEST END) SW 3RD AVE 11 LANE PLAN SW 7TH STREET EXISTING TRAFFIC LANES 1E LANE SW 7TH ST. N.I.0 11LANE PROPERTY UNE 1 Hill SIDEWALK STEPS ENTRY TERRACE 6 MIN. 111 PHASE 4 BUILDING BIDS I=1 CG MIAMI RIVER LLC tt PiiNIELEFITI.161.4 Sec.19. 2011 Ian. TR. TOLS al RC fy Z0,15 A AP, 01.7915 it AP, TO. TOTS Kirniey »Horn MIS uc KOBI KARP ACHI1CCUA[ INTERIOR 61ESI.GN PLANNING 1.101, ANCI 'KANN ukarne. OrAnk 0211111.1[Krilki SITE SECTION C L-25 SW 7111 STREET OAST EKE)) $1REETSCAP RANTING Si DEWALK 4' Mad. 4' MIN. PLAN ON•STREET PARKING SW SRO STREET EXISTING TRAFFIC LANE 13' LANE SW 3RO ;MET EXISTING 1RAPFIC LANE 13' LANE STREETSCAPE PLANTING 4'PAIN, SIDEWALK 4' MAN, STEPS 3' ENTRY 'TERRACE 4" MIN, t� — CG MIAMI RIVER LLC sLPTEh®ER 11, ffiil Li. Dec. l§, 201 Zia Jan. 23.281E ® TAIL IC 361E A Apr. 01, 2R15 Ap, 3p. 3313 SITE SECTION D SW 3RD AVENUE NEAR SW 3TH STREET k} Kimley »Horn DEB - NK KORI KARP ARCHITECTURE INTERIOR DESrGN PLANNING eie API inAMC L-26 JOSE MARTI GYM SIDEWALK 6` MIN. PLAN ON -STREET PARKING SW 3RD STREET EXISTING TRAFFIC LANE 11' LANE SW 3RD STREET EXISTING TRAFFIC LANE 11' LANE ON -STREET PARKING PROPERTY LINE % ENTRY LAMP TERRACE 5' S' MIN. PHASE 2 BUILDING CG MIAMI RIVER LLC St +14 •.i:ltn •.1. 2091 ffS Le[. 19, 201a • a0. aa, 2015 Zt1 Pap. 26,261S r�1 Apr. m. 2015 • Apr. 30. Nl1S Rworal,._ Kimley INGLES a K ARCHRECTUM INTERIOR OESFGN PUNNING SITE SECTION E L-27 SW 3RD AVENUE NEAR SW 5TH STREET PHASE 3 BUILDING PLAN SIDEWALK 6' MIN. STREESCAPE PLANTING 10' MIN. SW 6TN STREET TRAFFIC LANE I1' LANE SW 6TH STREET ST REESCA PE TRAFFIC LANE PLANTING 11' LANE 10' MIN. SIDEWALK 6' MIN. STIR EESCAPE PLANTING 12' MIN. ENTRY TERRACE 10' MIN. CG MIAMI RIVER LLC SLPTEMRER fl.20,4 EL.SI➢N5 0.ec. 20,2016 Lt. Jan. 20.2015 Fab. 20.201E A MT. 01, 2015 A As,. 30, 2012 Rw;s Kilnley *Horn JRIGLES a KONI KARP AR 22ITLCT11RL INTERIOR DESIGN PLANNING SITE SECTION F L-28 SW 6TH STREET SW 7TH STREET SIDEWALK 6' MIN. SIRSEISCA PE PLANTING BMIN. SW 2.5 AVENUE TRAFFIC LANE 121MAX. PLAIMING 2' MIN. SIDEWALK 6' MIN. M. SIDIWAIK BLDG. PLAN CG MIAMI RIVER LLC SEPAILASEN 11.1P11 VISIONS it Dec.19, 2014 ▪ An. 28. 2015 ▪ F. 26, 2121$ • AK 01, 2015 API. 511 2015 RW Kimley 0Hom DEUS KOBI KARP ARCH RECTUM INTERIOR DESIGN PLANNING ASiD Whin 4.,4144 14.-44n nen..3n37 14% 671 SITE SECTION G L-29 SW 2.5 AVENUE SW$1D AE PHASE 1 BUILDING SIDEWALK 6' MIN. STREEFyCAPE PLANTING &' MIN. SW 2.5 AVENUE TRAFFIC LANE IT MAX STREETSC APE PLANTING 3' MIN. SIDEWALK A' MIN. .tills`.. CG MIAMI RIVER LLC SEPTEMKER 11.2011 tAS Der. 19,2014 Cal. ian. 28. 2015 A. PO. 21,2015 A AP,. 91, 2015 11. APr. 36 201S Kimley oHorn ALES KOM KARP ARQIIECTURE NTERICR. DESIGN PLANNING SI7E SECTION H L-30 SW 2.5 AVENUE STREET TREES z 5 4TH AYE LEGACY TREE (BEYOND) OPEN LAWN AREA PALMS PLANTING WIDTH VARIES 24SHOWN. 75' MIN. RI VERWALK BULKHEAD 3' SAFETY ZONE RIVER 2 2 - < g 2 a; CG MIAMI RIVER LLC re • • Pi 7 1 nti D 1 ==1 Kimley0Florn ilJNCLES NIX KO& KARP ARCHITECTLIIII NUM* Of 90N MANNING 3.1 :k1C'11' Ywie 111.1, WWW CON JOSE MARTI PARK SECTION 1 L-31 SIDEWALK PARKING STREET TREES S 4TH AVE LEGACY TREE PLAY/EXCERCISE AREA NATIVE PLANTINGS SHADE TREES AND PLANTING BEYOND PLANTING INTERACTIVE FOUNTAIN PLAIA CG MIAMI RIVER LLC SEPTEMIER 11, F01A ® C4c 19, 2014 nA tan 28, ]015 te (aten. 16, 20I5 L1 AP 02, 20i5 1lo 30, 2015 Kirnley 4Horn WIDTH VARIES W u` Auras 30' SHOWN. 5 a� s 15' MIN. w W 7. RIVERWALK = NK KOBt KARP ARCHITECTURE INTERPPN DESIGN MANNING 4111, 1 __ 41rr �� .. v+wa[MIKMPLON JOSE MARTI PARK SECTION J L•32 SHADED TERRACE W/ NEW TRELLIS STRUCTURE SIDEWALK + CIRCULATION PLANTING TRELLIS, RESTROOMS AND JOSE MARTI MONUMENT WALL OVERHEAD SHADE STRUCTURE CHILDREN'S PLAY AREA EXISTING SPECIMEN MAHOGANY TREE PLANTER WALLS + SEATING AREA SIDEWALK + CIRCULATION CG MIAMI RIVER LLC SEPTEMBER 11, 2014 (n� Dec 19, 2014 /2,S JAI, 0R 2015 Al Feb. 20, 2015 ® Apr. OE, 2015 A Apr,Y0.2[I5 W Kimley ))Horn 1116113 KOBI KARP ARCHRECTLJRE INTERIOR DESIGN PLANNING AA Arm 11..1P www RN ea, QV JOSE MARTI PARK SECTION K L-33 TREES BEYOND FOOD TRUCK PARKING PUBLIC ART INSTALLATION CIRCULATION + PLAZA PLANTER + SEATING PUBLIC ART INSTALLATION CONCEPT TREES + PLANTER BEYOND RI VER W ALK RIVER SHIPPING CHANNEL JOSE MARTI PARK SECTION L r er 115 SEPTEM6ER 11, 2Ol4 it Dec. 19,2914 41 .12. 2$22015 caTy Teb. 26. MIS it, Apr 61, 2015 AMID. 2015 Kimley »7 Harn aK KOw KARF A6CNIIPCTUAE GNTEKIOF RESIGN PLANNING 6/WW.V.1301XARP EOM L-34 z a a 2 a Q as a CG M AMI RIVER LLC 5E➢FEM9ER 11, Z01. IL L. IONS et NC 19. 15016 N. 29, 2035 Feh. 26,2015 4F: U1. k115 Apr. 30.. 2015 21 A aneu Kimley 4Horn JUNGLES KOBI KARP ARCHITECTII RE INTERIOR OESICN PLANNING ILA 61.118 In Um W W W 1mCY.lPF.[lw L-35 PERSPECTIVE OF RIVERWALK AND DEVELOPMENT +Zeta.I r IINkA II[i 011.11.11.111111 SEREMSB! 31, 201A IONS it Dec. 13. 201E ® fan. 28.2015 A, F.E. 2.. 2015 . Apr 01. 2015 33 Apr30. 2015 w Kimley »Horn DES ARP FECTURE 518,08 42E510N PLANNING vie .o7 4Ii if L-36 PERSPECTIVE OF DEVELOPMENT LEVEL 3 IICIFATJu141171. 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NTS COT nP ea`!.m REP:.•••! 4 7tf_'_1f' CG MIAMI RIVER LLC SERTEMETA 1!, EWA if.AS IOUS Al Dee 19,2014 Lan. EIE2615 Nil. 215.2015 A Ay.. 01, 2015 AK, i6, 2015 iUNGUES PQB1 KARP ARCHITECTURE INTERIOR DESIGN PN1NG Ru AA Am ne 0 MA e111e.MP.C., L-55 A NIFICY'APP nFTAII I PREPARED FOR CG FLORIDA PROPERTIES Miami River SITE UTILITY STUDY Kimle\o)Horn a " 1111 ago ecztail ar 11 taxiing 111.111 as " 11911S:0 Man MOO Miami River Kimley>>> Horn October 12, 2014 SITE UTILITY STUDY Miami River Special Area Plan Site Utility Study Prepared for: CG Florida Properties 3200 Stirling Road Hollywood, Florida Prepared by: Kimley-Horn and Associates, Inc. 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 kimley-horn.com 1221 Brickell Avenue, Suite 400, Miami, FL 33131 305 673 2025 Miami RiverfrontIF— SITE UTILITY STUDY TABLE OF CONTENTS SECTION PAGE I. INTRODUCTION 3 II. SITE PLAN LOCATION MAP 4 III. SITE DRAINAGE AND STORMWATER MANAGEMENT 4 IV. WATER DISTRIBUTION AND FIRE PROTECTION SYSTEMS 6 V. SANITARY SEWER COLLECTION SYSTEM 7 VI. ELECTRICAL DISTRIBUTION SYSTEM (FPL) AND 8 TELEPHONE (AT&T) VII. GAS (TECO) 9 VIII. SOLID WASTE GENERATION 9 IX. APPENDICES 10 Kimley>»Horn Page 2 of 10 Miami River I. Introduction The Miami River Proie, is a proposed major mixed -use development that will encompass approximately three city blocks and include the enhancement of Jose Marti Park. The new development will comprise approximately 10.00 +/- acres in the Brickell/City of Miami area. The site has the following boundaries: Miami River to the north, SW 2nd Avenue Bridge to the east, Jose Marti Park/SW 3rd Avenue to the west and SW 7th Street to the south (see Figure 1 — Site Location Map). The Miami River Project will include a mix of retail/shopping, office, hotel, entertainment, and residential space. See Table 1 below for the total anticipated site development summary. Table 1 Project Summary Occupancy Units Floor Area (SF) Retail/Restaurant/Shopping Center 202,000 Full Service/Quality Restaurant 13,340 Hotel 292 Residential 1,743 Office 181,400 The project will require permits and approvals from the City of Miami Public Works Department, City of Miami Fire Department, City of Miami Building Department, Miami -Dade County Public Works, Miami -Dade County Department of Environmental Resources Management (DERM), Miami -Dade County Water and Sewer Department (MDWASD), Florida Department of Environmental Protection (FEDP), Florida Department of Transportation (FDOT), and the Florida Department of Health (FDOH). Kimley>>>Horn Page 3 of 10 Miarr i River II. Site Plan Location Map Figure 1: Site Plan Location Map CG MIAMI RIVER LLC X ManKIIRE MIED214 DORM PROPOSED SITE PLAN 4 A-11 III. Site Drainage and Stormwater Management A. Existing Private Drainage Systems Based on site observations and available historical information, there are no permit records of an existing onsite stormwater management system that covers the subject parcels of the Miami River Project. A new stormwater management system will be constructed for each parcel to retain the runoff generated by the proposed improvements, as required by code (see below). The existing stormwater management system will likely have to be demolished based on the proposed configuration of the new buildings. B. Proposed Private Drainage System Design Criteria Kimley>>>Horn Page 4 of 10 Miami River 411ef IMPENNIM The drainage system for the proposed development will consist of drainage wells and detention structures for both water quantity and water quality purposes, which will facilitate onsite disposal of stormwater runoff. The 25-year design storm event will be used to design the stormwater management system in accordance with SFWMD criteria, which states that the 25-year, 72-hour storm must be contained onsite. Based on preliminary calculations, it is anticipated that 20 drainage wells will be required to serve the Miami River Projec`. These calculations are based on well capacity rates obtained from available records on the FDEP website. The proposed 20 drainage wells should provide sufficient capacity to dispose of the design 25-year, 72-hour stormwater runoff generated by the proposed development. Preliminary drainage computations for the project areas are provided in Appendix B — Preliminary Drainage Calculations, which includes the basis for design. The final drainage design for the project shall be in conformance with the requirements of the Miami -Dade County Department of Environmental Resources Management (DERM) Water Control Section, Florida Department of Environmental Protection (FDEP), South Florida Water Management District (SFWMD), as well as other local, state, and federal regulatory agencies having jurisdiction over the project. C. Floodplain Management The proposed project site grade elevations will be designed to meet floodplain management criteria according to federal, state, Miami -Dade County, and City of Miami standards as follows: 1. The subject property is located in PANEL 314 of 1031 of COMMUNITY MAP PANEL NUMBER 12086C0314L of the Flood Insurance Rate Map (FIRM). According to the National Flood Insurance program, the property is located within the following flood zones: a) Flood Zone AE, Elevation 9.0' (See Appendix A). 2. The Miami -Dade County Flood Criteria elevation is estimated to be 6.0 ft. NGVD. This will be used to determine proposed minimum site grade elevations. 3. The average October ground water table elevation is estimated to be 2 ft. NGVD. This will be used as the control water elevation for stormwater management calculations (Source: Miami -Dade County Public Works Manual, Volume II - Design Standard Detail WC 2-2). Kimley>>>Horn Page 5 of 10 Miami River � IV. Water Distribution and Fire Protection Systems A summary of the water mains owned and operated by the Miami -Dade Water and Sewer Department (MDWASD) in the vicinity of the project are shown in Table 2 below. The MDWASD Water Atlas is provided in Appendix C for reference. Table 2: Existing Water Mains (Per MDWASD Water Atlas) Location Between Water Main(s) SW 5th Street SW 3rd Avenue and SW 2nd Avenue 6" SW 6th Street SW 3rd Avenue and SW 2nd Avenue 12" SW 7th Street SW 3rd Avenue and SW 2nd Avenue 16" SW 2nd Avenue SW 6th Street and SW 7th Street - SW 3rd Avenue SW 4th Street and SW 8th Street 8" & 42" Miami -Dade Water and Sewer Department (MDWASD) will likely request water main upgrades along SW 3rd Avenue. Currently, an 8-inch water main runs along SW 3rd Avenue; per MDWASD criteria, a 12-inch water main is required along all frontages of all high -density residential and commercial developments. Kimley-Horn anticipates that MDWASD will require the installation of approximately 2,000 LF of 12-inch water main along SW 3rd Avenue, SW 5th Street, and SW 6th Street. In addition, MDWASD and the City of Miami Fire Department may request additional fire hydrants be placed in the vicinity of the subject project. A final determination of the points of connection and requirements will not be provided by MDWASD until a water and sewer agreement is requested by the Owner. Water service meters would need to purchased by the owner and installed by MDWASD representatives at the Owner's expense. See Appendix C for a copy of the MDWASD Water Atlas sheet for the project area. The Fire Code (NFPA) requires fire hydrants be located no more than 300 feet (drivable distance) from proposed buildings or structures, and there be no more than 300 feet between hydrants along the frontage of a property, as measured along the water main. As such, the City of Miami Fire Department may request additional fire hydrants be placed in the vicinity of the subject project. Additionally, fire hydrants must be located within 150 feet of each proposed building's fire department (Siamese) connection. The fire department connections to serve any proposed structures must also be located at the front of the building in a visible area. Kimley>>>Horn Page 6 of 10 Miami River V. Sanitary Sewer Collection System A summary of the sewer mains owned and operated by the Miami -Dade Water and Sewer Department (MDWASD) in the vicinity of the project are shown in Table 3 below. The MDWASD Sewer Atlas is provided in Appendix C for reference. Table 3 Existing Sewer Mains (Per MDWASD Sewer Atlas) Location Between Sewer Main(s) SW 5th Street SW 3rd Avenue and SW 2nd Avenue 10" SW 6th Street SW 3rd Avenue and SW 2nd Avenue 30" & 12" SW 7th Street SW 3rd Avenue and SW 2nd Avenue 12" SW 2nd Avenue SW 6St Street and SW 7th Street 30" SW 3rd Avenue SW 4th Street and SW 8th Street 12" Kimley-Horn anticipates that MDWASD will require upsizing approximately 800 LF of gravity sewer main along SW 5th Street to new 12-inch piping. However, this cannot be verified until a downstream analysis of the existing gravity lines is completed by MDWASD. A letter of availability and further coordination with MDWASD is recommended to verify the proposed sanitary sewer service connection points and requirements of this project. MDWASD may require upgrades to the existing sanitary sewer system, but this cannot be determined without a request for a water and sewer agreement. MDWASD Pump Station #30-001 at 390 NW North River Drive receives the flows from these mains. As of 06/01/2014, this pump station is projected to have an average operating run time (NAPOT) of 7.86 hours per day, which is 78.60% of its design capacity. Therefore, a new sanitary sewer pump station or upgrades to said pump station will not be required for the proposed development. A final determination regarding the status of the existing transmission system and the need to make improvements will not be known until construction plans are submitted to the Miami -Dade County DERM Wastewater Section and a Sanitary Sewage System Capacity Certification Letter is issued. Please refer to Appendix D for pump station information. Kimley>»Horn Page 7 of 10 Miami River A request for a letter of Sanitary Sewage Capacity Certification must be submitted to the Miami -Dade County DERM Water and Wastewater Section during the building permitting phase of the project in order to reserve the necessary allocation for the proposed development. Below, in Table 4, are the estimated water and sewer flow generation rates per Miami -Dade Water and Sewer Department's schedule of daily rates. Further coordination with MDWASD is recommended. Table 4: Estimated Water and Sewer Flow Generation (Per MDWASD Schedule of Daily Rates) Type of Occupancy Quantity (Units or SF) Usage rate Total Average Daily Flow (GPF) Retail/Restaurant/Shopping Center* 202,000 SF 10 GPD/100 SF 20,200 Full Service Restaurant 13,340 SF 100 GPD/100 SF 13,340 Hotel 292 Units 100 GPD/Unit 29,200 Residential 1,743 Units 150 GPD/Unit 261,450 Office 181,400 SF 5 GPD/100 SF 9,070 Total Anticipated Flow 333,260 Retail/Shopping Center usage rates assume retail or store use; any full -service restaurant use will have a usage rate of 100GPD/100SF. VI. Electrical Distribution System (FPL) and Telephone (AT&T) Currently, the existing electrical service is provided by Florida Power and Light (FPL). A request for a utility load letter will have to be submitted to FPL to determine if the existing system has the capacity for the additional loads. Any overhead to underground conversions will need to be designed and coordinated through an FPL representative. Further coordination will be necessary to determine the required upgrades to the existing system. Based on a preliminary assessment it can be anticipated that at a minimum, existing overhead power lines will have to be relocated underground, electrical easements will need to be dedicated to FPL, and pad mounted transformers and/or electrical vaults will be required. AT&T currently serves area via underground conduit. The proposed facilities may require upgrades to the existing AT&T communication lines. An easement may be required for additional conduits to serve the proposed build out. It is highly recommended that further coordination with AT&T occur. Kimley>»Horn Page 8 of 10 Miami River VII. Gas (TECO) Based on as-builts provided by the gas company an 8-inch gas main appears to be available for service along SW 3rd Avenue from SW 4th Street to SW 7th Street. The need for gas service has not yet been determined for this project. VIII. Solid Waste Generation Solid waste generated by this project will be collected in standard onsite containers for refuse and recyclables. Regular pick-up services will be provided either by private hauling companies and/or by the City of Miami Solid Waste Department, who will transport the waste to Miami -Dade County's or private disposal and recycling facilities. The volumes of solid waste projected to be generated by the project are shown in Table 5. Table 5 Solid Waste Generation Type of Occupancy Quantity Usage rate Total Solid Waste Generated (Tons/Day) Retail/Shopping Center/Full Service Restaurant 215,355 SF 5 Ib/1000 SF/day 0.54 Hotel 292 Units 1.5 lb/unit /day 0.22 Residential 1,743 Units 5 lb/unit/day 4.36 Office 181,394 SF 2 Ib/1000 SF/day 0.18 Total Anticipated Solid Waste Generation 5.30 Kimley>»Horn Page 9 of 10 Miami River IX. Appendices Appendix A Maps Appendix B Preliminary Drainage Calculations Appendix C Existing Utility Records Appendix D Pump Station Information Kimley>»Horn Page 10 of 10 Miami River Kimley>»Horn Appendix D Pump Station Information Kimley>»Horn Miami River Sanitary Sewer Pump Stations Database Pump SIation Mranthly Information Pump Sta'lbw 30 - 0001 UNINCORPORATED DADE COUNTY 300 NW NORTH RIVER DR Station Category_ ET NOTE: All flows are iri GP135. Moratorlurn: OK OK Seoikon -Township - Range_ n - Type:7 Ch.: Speed. i 2 1 H. P-: E PQak Factor 0asl 7 orariaoll 2.10 Peak Mod Hied Dale; Factor. By: 2.40 TRANSFER 01Q11?007 Numneror Pumps: 8 4loraloriurn in effect Inc:se5/1772012 Generelor: I 1 telemetry; IT ET Clock: I r I NAPOTlhrey 7.1 Reserved Flow (mad): 4,436,210 Pr Waded Napot Trap: 7.86 used capacity y',4j: 78.60 Sin Gross Capaoily ggpd; 1,7434.0.ccu amlion Red amen Feeler; 0.€dl Sin Net Cap Certified i gpol: $Ist1an Rot Capacity IQpdj' 133,086,6E0 Indicated Flow Igpd : 39,140,540 Date: MART: Awg, Daily: Reading # of Cbmmenla: Pumps. Modifled Date:. By. t0f2912013 912812(113 WM2013 773012013 6127 013 513012013 4i20i2013 3l2B13 212712013 12r3g,'2012 7.33 7 64 5.56 7.43 7.14 7,60 5.95 6.59 8.20 8.50 54.Bt 52.77 45.61 52.01 49.95 53,20 16.69 46.11 43,43 16.19 Y Y Y Y Y a a 8 8 8 ANORGE NEtMtAFt AREASR ANOR3E AREASR ANOROE AREASR NELWAR ARES,4R AREAS 11 r25r2013 16.29+'2013 .62424f2013 {4A'27.f2013 07129'2013 RW2612013 05129''2013 0-0l24f2013 03'27f2013 0112$f2913 Kimley>>>Horn Kimley-Horn was retained to perform a site utility study and performed only those tasks specifically stated in our scope of services. The Client may use this report as part of its site feasibility assessment, but this report should not be used as the sole basis for the Client's decision making. We endeavored to research site development issues and constraints to the extent practical given the limited scope, budget, and schedule agreed to with the Client. Our assessment is based in large part on information provided to us by others (city staff DOT staff, Utility Company Representatives, etc.) and therefore is only as accurate and complete as the information provided to us. This report is based on our knowledge as of June 2014. New issues may arise during development because of changes in governmental rules and policy, changed circumstances, or unforeseen conditions. Our assessment is based on the desires of the Client that have been specifically disclosed to us. The Client should do its own due diligence to become comfortable with our findings and to be sure no other significant development issues exist. Kimley>>>Horn Kimlep»Horn Memorandum To: Carlos Cruz-Casas, P.E. City of Miami From: Adrian K. Dabkowski, P.E. John J. McWilliams, P.E. i Date: June 12, 2014 Subject: Miami River — Riverwalk Special Area Plan Traffic Study Methodology The purpose of this memorandum is to summarize the traffic study methodology as discussed at our May 14 meeting. The proposed development is generally bounded by the Miami River to the north, NW 7th Street to the south, SW 2nd Avenue to the east, and SW 3rd Avenue to the west. The project consists of the following: • Site 1 Tower 1 is located on the northeast quadrant of SW 3rd Avenue and SW 7th Street. This tower consists of 40,000 square -feet of retail, 227 high-rise residential condominiums, and 180 hotel rooms. • Site 1 Tower 2 is located on the northwest quadrant of SW 2nd Avenue and SW 7th Street. This tower consists of 40,000 square -feet of retail, 232,200 square -feet of office, and 200 high-rise residential condominiums. • Site 2 Tower 1 is located on the northeast quadrant of SW 3rd Avenue and SW 6th Street. This tower consists of 40,000 square -feet of retail, 232,200 square -feet of office, and 220 high-rise residential condominiums. • Site 2 Tower 2 is located on the north side of SW 6th Street west of SW 2nd Avenue. This tower consists of 24,000 square -feet of retail, 133 high-rise residential condominiums, and 178 hotel rooms. Currently, a portion of the site proposed for development is occupied by the following land uses: • 10,871 square -foot bar/nightclub • 9,511 square -feet of warehouse • 11,427 square -feet of general light industrial • 25,310 square -feet of specialty retail • 14 condominium units • 1 single-family detached house A conceptual site plan is included in Attachment A. Study Area The following intersections and roadway segments will be examined as part of the study area: kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimlep»Horn • SW 5`h Street and SW 4th Avenue • SW 5th Street and SW 3rd Avenue • SW 6th Street and SW 4th Avenue • SW 6th Street and SW 3rd Avenue • SW 7th Street and SW 4th Avenue • SW 7th Street and SW 3rd Avenue • SW 7th Street and SW 2nd Avenue • SW 8th Street and SW 4th Avenue • SW 8th Street and 1-95 Northbound Ramp • SW 8th Street and SW 3rd Avenue • SW 8th Street and SW 2nd Avenue The following corridors were identified for analysis: Carlos Cruz-Casas, P.E., June 12, 2014, Page 2 • SW 7th Street between SW 4th Avenue and SW 3rd Avenue • SW 7th Street between SW 3rd Avenue and SW 2nd Avenue • SW 8th Street between SW 4th Avenue and SW 3rd Avenue • SW 8th Street between SW 3rd Avenue and SW 2nd Avenue • SW 2nd Avenue between SW 8th Street and SW 9th Street Data Collection A.M. (7:30-9:30 A.M.) and P.M. (4:00-6:00 P.M.) peak hour turning movement counts will be conducted at all identified study intersections. 24-hour machine counts will be conducted on all study corridors where Florida Department of Transportation (FDOT) 24-hour traffic data is not available. All traffic counts will be adjusted to account for seasonality using the appropriate FDOT seasonal factors. Signal timing information will be obtained from Miami -Dade County Public Works and Waste Management Department — Signals and Signs Division. Trip Generation Trip generation calculations for the proposed development were performed using Institute of Transportation Engineer's (ITE) Trip Generation, 9th Edition. The trip generation for the proposed land uses was determined using ITE Land Use Codes 820 (Shopping Center), 710 (General Office Building), 310 (Hotel), 232 (High -Rise Residential Condominium), and 931 (Quality Restaurant). For the existing land uses ITE Land Use Codes 110 (General Light Industrial), 150 (Warehousing), 210 (Single -Family Detached Housing), 230 (Residential Condominium), 826 (Specialty Retail Center), and 925 (Drinking Place were used. Project trips were estimated for the A.M. and P.M. peak hour. Detailed information on the existing land uses in contained in Attachment B. The City of Miami's Development of Regional Impact (DRI) Increment I and II provides multimodal and pedestrian reduction factors to be applied to certain parts of the city. For the Brickell area, an average multimodal reduction of 14.2 percent (14.2%) and an average pedestrian reduction of 15 percent (15.0%) are recommended. It is expected that a portion of visitors and residents of the site as well as employees will utilize transit. Miami -Dade County Transit (MDT) provides bus service several routes in the vicinity of the site, in addition to the Metromover and Metrorail. The City requested that kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimlep»Horn Carlos Cruz-Casas, P.E., June 12, 2014, Page 3 a multimodal reduction of 10.0 percent (10.0%) and a pedestrian reduction of 10.0 percent (10.0%) be utilized as the project is not located within the City of Miami's DRI. A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, June 2004. The expected internal capture rate during the A.M. peak hour is 5.9 percent (5.9%) and 18.0 percent (18.0%) during the P.M. peak hour. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips were reduced by 16 percent to adjust for these vehicle occupancy assumptions. The project is expected to generate 860 net new A.M. peak hour vehicular trips (1,204 person -trips) and 1,115 net new P.M. peak hour vehicular trips (1,561 person -trips). Detailed trip generation calculations for the project are presented in Attachment B. Trip Distribution The likely distribution of project traffic will be forecasted for the trips expected to be generated by the proposed development. The trip distribution will be based on a cardinal trip distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Metropolitan Planning Organization's 2035 Cost Feasible Plan travel demand model. The project is located within two (2) TAZs including 566 and 567. Therefore, an average cardinal distribution was developed based on the two (2) TAZs. The average cardinal distribution is provided in Attachment C along with the detailed cardinal distribution. Background Growth Rate/Major Committed Development A background growth rate will be calculated based on historic growth trends at nearby FDOT traffic count stations. Additionally, growth rates based on Miami -Dade Metropolitan Planning Organization's (MPO) projected 2005 and 2035 model network volumes will be examined. The higher of the two (2) growth rates will be used in the analysis. Documentation will be provided in the Appendix of the traffic impact study. The City has also identified Brickell CityCentre and Brickell Bayview Center as committed developments to be included in future background conditions. Capacity Analysis Capacity analyses will be conducted for the A.M. and P.M. peak hours at the study intersections. Intersection analyses will be performed using Trafficware's Synchro 8.0 traffic engineering analysis software, which applies Highway Capacity Manual (HCM) 2000 and 2010 methodologies. Corridor analyses will be conducted using information from the Miami DRI-II (i.e. person -trip capacity) and the FDOT Quality/LOS Handbook. If intersection or roadway deficiencies are identified, strategies and improvements will be developed as mitigation measures. Capacity analyses will be conducted for three (3) scenarios: existing, build -out without project, and build -out with project. The build -out year will be specified in the analysis. If intersection deficiencies are identified, strategies and improvements will be developed as mitigation measures. kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimlep»Horn Carlos Cruz-Casas, P.E., June 12, 2014, Page 4 Currently, SW 3rd Avenue between SW 7th Street and SW 6th Street operates as a one-way northbound roadway. A capacity analysis for providing two-way traffic on SW 3rd Avenue between SW 7th Street and SW 6th Street will also be included. The following graphics will be included for the study intersections: 1. Existing conditions 2. Trip distribution 3. Trip assignment 4. Future background conditions (with growth rate and committed development traffic) 5. Future total traffic conditions (with project) Garage Entry Gate Operations Analysis An entry gate analysis will be prepared for parking garages. The entry gate queuing analysis will be prepared for the A.M. and P.M. peak hours. Entry gate queuing analysis will be conducted consistent with the procedures outlined in Parking Structures — Planning, Design, Construction, Maintenance, and Repair, 2000 and 2011. The purpose of this analysis is to determine any future queue storage deficiencies at the entry gates and provide preliminary recommendations for mitigating these deficiencies. Thoroughfare and Vehicle Circulation Diagrams As part of the Special Area Plan submittal, a roadway thoroughfare diagram will be submitted. The diagram will consist of existing and proposed roadway laneage within the study area. A vehicle circulation diagram depicting traffic patterns entering and exiting the site will also be provided as part of the submittal. Transportation Accommodations Section A section in the report will discuss non -passenger vehicle transportation and internal transportation access. Specifically, this section will discuss accommodations for bicycles and identify bicycle parking areas; discuss internal transportation access such as tunnels connecting the below -grade parking garages and discussion of overhead pedestrian bridges connecting the various blocks of development; the proposed City of Miami trolley service stops and locations, and the proposed connection to existing Metromover station. Additionally, area greenways will be examined as well as the connection between the proposed development and the 8th Street Metromover station. Documentation The results of the traffic analysis will be summarized in a report. The report will include supporting documents including signal timings, lane geometry, and software output sheets. The report will also include text and graphics necessary to summarize the assumptions and analysis. Maneuverability Analysis A maneuverability analysis for the site access, parking garage, and loading vehicle access will be performed utilizing AutoTURN software. Deficiencies related to maneuverability, traffic flow, and vehicular conflicts will be documented in a technical memorandum. kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Kimlep»Horn Carlos Cruz-Casas, P.E., June 12, 2014, Page 5 Methodology Concurrence Please note that if the City does not agree with the proposed traffic impact analysis methodology contained in the previous sections, please respond with specific concerns within two (2) weeks of receipt of this document, so we will have adequate time to prepare the analysis. If we are not notified of concerns by the specified date, it is assumed that the City is in concurrence with the methodology. K:\FTL_TPTO\043615000-Riverfront SAP\correspondence\06 12 14 traffic study methodologyrev.docx kimley-horn.com 600 North Pine Island Road, Suite 450, Plantation, FL 33324 954 535 5100 Attachment A MASTER PLAN © The design content material attached is the sole property of Kobi Karp Architecture and Interior Design, Inc. The design material may not be used without the espressed written consent of Kobi Karp Architecture and Interior Design, Inc (KKAID). W W W KOBIKARP.COr t Attachment B Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 01-4138-049-0030 Property Address: 401 SW 3 AVE Owner OCEAN DRIVE CLEVELANDER INC Mailing Address 1455 OCEAN DR UNIT 1502 MIAMI BCH , FL 33139-4141 IPrimary Zone 7703 MARINE ACTIVITY RELATED Primary Land Use 3315 NIGHTCLUB LOUNGE OR BAR: ENTERTAINMENT Beds / Baths / Half 0/0/0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 10,871 Sq.Ft ILot Size 39,495 Sq.Ft IYear Built 1940 Assessment Information Year 2013 2012 2011 Land Value $2,053,740 $689,868 $884,688 Building Value $411,647 $436,998 $440,859 XF Value $155,756 $162,173 $162,173 Market Value $2,621,143 $1,289,039 $1,487,720 'Assessed Value $1,417,942 $1,289,039 $1,487,720 Benefits Information Benefit Type 2013 2012 2011 Non -Homestead Cap Assessment Reduction $1,203,201 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description RIVERSIDE WATERFRONTS PB 25-72 LOTS 1 G TO 7 G INC LOT SIZE 39495 SQUARE FEET OR 18491-2307 0299 1 Generated On : 5/15/2014 Taxable Value Information 2013 2012 2011 County Exemption Value $0 $0 $0 Taxable Value $1,417,942 $1,289,039 $1,487,720 School Board Exemption Value $0 $0 $0 Taxable Value $2,621,143 $1,289,039 $1,487,720 City Exemption Value $0 $0 $0 Taxable Value $1,417,942 $1,289,039 $1,487,720 IRegional Exemption Value $0 $0 $0 Taxable Value $1,417,942 $1,289,039 $1,487,720 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 02/01/1999 $600,000 18491- 2307 2008 and prior year sales; Qual by exam of deed 05/01/1996 $450,000 17224- 3583 Qual on DOS, but significant phy change since time of transfer The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.goWinfo/disclaimerasp) Version: 1.0.4 http://www.miamidade.gov/propertysearch/ 5/15/2014 Property Search Application - Miami -Dade County Page 1 of 1 c: OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 01-0203-080-1011 Property Address: 501 SW 3 AVE Owner BURGESS LTD PARTNERSHIP Mailing Address P 0 BOX 236 HOMESTEAD , FL 33090 Primary Zone 6600 COMMERCIAL - LIBERAL Primary Land Use 4837 WAREHOUSE TERMINAL OR STG : WAREHOUSE OR STORAGE Beds / Baths / Half 0/0/0 Floors 1 Living Units 0 Actual Area 5,902 Sq.Ft Living Area Sq.Ft Adjusted Area 8,275 Sq.Ft Lot Size 30,000 Sq.Ft Year Built 1940 Assessment Information Year 2013 2012 2011 Land Value $2,992,500 $1,500,000 $924,000 Building Value $1,000 $1,000 $1,000 XF Value $0 $0 $0 Market Value $2,993,500 $1,501,000 $925,000 Assessed Value $1,055,510 $959,555 $872,323 Benefits Information Benefit Type 2013 2012 2011 Non -Homestead Cap Assessment Reduction $1,937,990 $541,445 $52,677 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description CITY OF MIAMI SOUTH PB B-41 LOTS 3 TO 6 INC BLK 38 LOT SIZE 30000 SQ FT OR 18941-4905 0100 5 (2) COC 22566-0408 06 2003 5 Generated On : 5/15/, Taxable Value Information 2013 2012 2 County Exemption Value $0 $0 Taxable Value $1,055,510 $959,555 $872, School Board Exemption Value $0 $0 Taxable Value $2,993,500 $1,501,000 $925, City Exemption Value $0 $0 Taxable Value $1,055,510 $959,555 $872, Regional Exemption Value $0 $0 Taxable Value $1,055,510 $959,555 $872, Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 01/23/2014 $100 29002-4646 Corrective, tax or QCD; min consideration 06/01/2003 $0 22566-0408 Qual by exam of deed 01/01/2000 $0 18941-4905 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disclaimer.asp) Version: 1.0.4 http://www.miamidade.gov/propertysearch/ 5/15/2014 C - httl miamidade.gov/propertysearchl/ brickell miarri - Google Maps .y; Property Search Application.. o X File Edit View Favontes Tools Help Traffic aj Go -ogle Maps Bing Maps J DekekTime J UT Planner ® Concur Expenses Trafficware ® Blackboard El Blackboard Learn Q Yahoo! Finance M Gmail Mia Trolley Stops l ] O line .ob Start Form 01 FDOT Traffic Online J Signa[Timings Address Owner Name Folio ec 00 SEARCH: 111 NW 1 St PROPERTY INFORMATION 0 Folio: 01-0203-086-1010 Sub -Division: CITY OF MIAMI SOUTH BLK 38 PB &41 PropertyAddress 242SIN 55T Miami _FL 33130-2909 Owner BURGESS LTD PARTNERSHIP Mailing Address P O BOX 236 HOMESTEAD , FL 33090 Primary Zone 7703 MARINEACTMTY RELATED Primary Land Use 2719 AUTOMOTIVE OR MARINEAUTOMOTIVE OR MARINE Beds t Baths 1 Hatt 01010 Floors 2 Living Units Actual Area 8,635 Sq.Fl Living Area Adjusted Area 13,676 Sq.Ft Lot Size 21,743 Sq Fl Year Built 1925 Featured Online Tools Lb Additional Online Tools Lb Comparable Sales Environmental Consideralions Glossary 4 brickell miami - Google Maps Property Search Application File Edit View Favorites Tools Help Traffic '! Google Maps Bing Maps FJ Deltek Time LIT Planner m Concur Expenses l=J Tr are ® Blackboard Blackboard Learn 0 Yahoo! Finance IM Grnail O Miami Trolley Stops Online job Start Form E FDOT Traffic Online Signal Timings Address Owner Name Folio 000© SEARCH: 111NW1St Surte PROPERTY INFORMATION 0 Folio: 111-0203-930-1020 Sub -Division: GMT OF MIAMI SOUTH BLK 3& PB B-41 Property Address 275 SW 6 ST Miami . FL 33130-2910 Owner RNER MARINE SUPPLY INC Mailing Address 260 SW 6 ST MIAMI , FL 33130-2911 Primary Zone 6600 COMMERCIAL -LIBERAL Primary Land Use 4837 WAREHOUSE TERMINAL OR STG WAREH OUSE OR STORAGE Beds f Baths l Hatt 010f0 Floors 2 ng Units 0 Actual Area 3,609 Sq.F1 Living Area Adjusted Area &,638 Sq.FI Lot Size 7,590 Sq.FI Year Built 1948 Featured Online Tools AddtionaI Online Tools _1 Comparable Sales Environmental Considerations 6j 31 iamidade.gov;'propertysearchi=. iarri - Google Maps :•2 L' Property Search Application... K P- File Edit View Favorites Tools Help r, Traffic Google Maps Bing Maps Deltek Time Concur Expenses Trafficware ® Blackboard Blackboard Learn Yahoo! Finance Nei Gmail Q Miami Trolley Stops ] Ontine Job Start Form FOOT Traffic Online Signa4 Timings Address Owner Name Folio (3000 SEARCH: 111NW1St Suite 4 PROPERTY INFORMATION 0 Folio: 01d1204-000-1050 Sub Division: CITY OF MIAMI SOUTH BLK 48 PB B 41 Property Address 260 SW 6 ST Miami . FL 33130-2911 Owner EDY ORTEGA TRS Mailing Address 9221 SW 66 ST MIAMI , FL 33173 Primary Zone 6600 COMMERCIAL - LIBERAL Primary Land Use 2719 AUTOMOTIVE OR MARINE : AUTOMOTIVE OR MARINE Beds !Baths ! Had 0 ! 0 f 0 Floors living Units 0 Actual Area 11,485 Sq:Ft Living Area Adjusted Area 23,109 Sq Ft Lot Size 22,500 Sq.Ft Year Built 1939 Featured Online Tools Additional Online Tools Comparable Sales Environmental Consideralions kij Glossary miamldade.gov/propertysearch File Ed It View Favorites Tools Help ,U Traffic 'r Google Maps Bing Maps UeltekTime 01 UT Planner m Concur Expenses Ci Trafficware CI Blackboard gr`47 Blackboard Learn Q Yahoo! Finance M Gmall Q Miami Trolley Stops ; Online Job Start Form FOOT Traffic Online 5ignadTimings Address Owner Name Folio 000© SEARCH: 11 NW 1 St Suite a PROPERTY INFORMATION 0 Folio: 91-0204090-1040 Sub -Division: CITY OF MIAMI SOUTH BLK 40 P6 B-41 Property Address 252 SW 6 ST Miami _ FL 33130-2911 Owner 7 STREET LAND LLLF MAHLBERG INVEST HOLDINGS IND Mailing Address 2328 CORAL WAY # 303 MIAMI , FL 33145 Primary Zone 6600 COMMERCIAL - LIBERAL Primary Land Use 4132 LIGHT MANUFACTURING : LIGHT MFG 8 FOOD PROCESSING Beds! Baths 1 Half 010f2 Floors Living Units 0 Actual Area Living Area Adjusted Area 2,592 Sq.FI Lot Sim 7,5005q.F1 Year Built 19613 Featured Online Tools v miamldade.govi property! earch,%»i P- hrickell miami - Boogie Maps ` Property Search Application... Eile Ed It View Favorites Tools Help Traffic• ? Boogie Maps Bing Maps j Deltek Time E EJT Planner m Concur Expenses ETrafflcware ®Blackboards Ea Blackboard Learn © Yahoo. Finance M Gmail Q MI a mi Trolley Stops Online Job Start Form FDGT Traffic Online Signal Timings Address Owner Name Folio 0000 SEARCH: 111 NW 1 St 4 PROPERTY INFORMATION 0 Folio: 01-0204-000-1030 Sub -Division: CITY OF MIAMI SOUTH BLK 49 PH 3-41 Properly Address 244 SW 6 ST Miami _ FL 33139-2911 Owner 7 STREET LAND LLLP MAHLBERG INVEST HOLDINGS INC !Nailing Address 150 5E 2ND AVE UNIT 800 MIAMI FL 33131 Primary Zone 6600 COMMERCIAL - LIBFRAI Primary Land Use 1111 STORE : RETAIL OUTLET Beds! Baths !Half 01af2 Floors 2 Living Units 0 Actual Area 6,10B 59 Fl Living Area Adjusted Area 8,82115q.Ft Lot Size 7,51}0 Sq.FI Year Built 1959 Featured Online Tools Additional Online Tools Lij Comparable Sales LEI Environmental Consrderalions rp Glossary n r,.miamidade.gov/propertysearchl brickell miami - Google Maps rja Property Search Application. File Edit View Favorites Tools Help Traffic '.' Google Maps Ding Maps eDeltek Time tfT Planner Concur Expenses Trafficware UM Blackboard Backboard Learn 0 Yahoo! Finance NI Grnail Q M:iami Trolley Stops Online Job Start Form FDOT Traffic Online J Signal Timings Address Owner Name Folio 0000 SEARCH: 111 NW 1 St Suite PROPERTY INFORMATION 9 Folio: 01-0204-000-1020 Sub -Division: CFlY OF MiAMI SOUTH ELK 40 PB 6-44 Property Address 224 SV4 6 ST Miami . FL 33139-2911 Owner DDWNBYRIVER MLAMI INC Mailing Address 1019 FIFTH ST MIAMI BEACH , FL 33139-6504 Primary Zone 6600 COMMERCIAL- LIBERAL Primary Land Use 2914 WHOLESALE OUTLET: WHOI Foal F OUTLET Beds 1 Baths ! Half 010I0 Floors Living Units Actual Area Living Area Adjusted Area 5,725 Sq.FI Lot Siee 16,350 Sq Ft Year Built 1975 Featured Online Tools Lfi Additional Online Tools Comparable Sales Environmental Considerafions CI Glossary Ci ;' http:: vom.v.miami File Edit View Favorites TooIs Help .47 I,, Traffic .'�� Google Maps ! Bing Maps J Deftek Time UT Planner ® Concur Expenses icorare OM Blackboard L Blackboard Learn © Yahoo! Finance M Gmail Q Miami Trolley Stops ] Online Job Start Form FOOT Traffic Online ]Signs€Timings Address Owner Narrie Folio �I000 SEARCH: 111NW1St Suite a PROPERTY INFORMATION Folio: 01-0204-000-1120 Sub -Division: CITY OF MIAMI SOUTH BLK 40 PB Bd1 Property Address 233 SW 7 ST Miami . FL 33130-2922 Owner 7 STREET LAND LLLP MAHLBERG INVEST HOLDINGS INC Mailing Address 150 SE 2ND AVE UNIT 800 MIANII , FL 33131 Primary Zone 3600 COMMERCIAL - LIBERAL Primary Land the 3603 MULTIFAMILY 2-9 UNITS: MULTIFAMILY 3 OR MORE UNITS Beds! Baths ! Hatt 6/6 /0 Floors 1 Living Units 6 Actual Area Living Area Adjusted Area 3,015 Sq.Fl Lot Size 7,500 Sq.Ft Year Built 1949 CI II ES 0 Map'Vrew Layers Featured Online Tools D X File Edit View Favorites Tools Help Traffic• 2 Go -ogle Maps Bing Maps E Dehek Time UT Planner m Cbncur Expenses WI Trafficware i1 Blackboard ® Blackboard Learn p Yahoo! Finance M Gmail O Miami Trolley Stops Online Job Start Form J FDOT Traffic Online J Signa€Timings Address Owner Name Folio 0000 SEARCH: "111NW1St PROPERTY INFORMATION @ Folio: 01-0204-000-1090 Sub -Division: CITY OF MIAMI SOUTH BLK 40 PB B-01 Property Address 257 SW 7 ST Miami - FL 33130-2915 259 SW 7 ST owner 7 STREET LAND LLLP MAHLEERG INVEST HOLDINGS INC Mailing Address 159 SE 2ND AVE UNIT 800 MIAMI . FL 33139 Pnrnary Zone 6600 COMMERCIAL - LIBERAL Primary Land Use D8D2 MULTIFAMILY 2-9 UNITS: 2 LIVING {!NITS Beds! Baths ! Halt 4 P 210 Floors Living Units 2 Actual Area 1020 Sq. Ft Living Area 1,020 Sq.Pt Adjusted Area 1,020 Sq.FI Lot Size 7,500 Sq.Ft Year Built 1943 Featured Online Tools h `.' ttl .....miamidade.gov'prapert/search/#/ brickell rn rni- Goggle Maps ;.jg Property Search Application.. k P- 11*ix File Edit View Favorites Tools Help Traffic a Go -ogle Maps Bing Maps E Deltek Time FJ UT Planner m Concur Fxpensu Trafficware I Blackboard CZ Blackboard Learn © Yahoo! Finance Ib Gmail Q Miami Trolley Stops F_J Online Job Start Form J FDOT Traffic Online Address Owner Name Folio 0000 SEARCH: 111 NW 1 St Sute a PROPERTY INFORMATION Folio: 01-0204-000-1060 Sub -Division: GfTY OF MIAMI SOUTH SLK 44 P6 6-41 Property Address 645 SW 3 AVE Miami - FL 33134-2947 Owner BACHELOR FOODS INC C70 ERIC BACHELOR Mailing Address 10463 HARRIER ST PLANTATION FL 33324 Primary Zone 6630 COMMERCIAL -LIBERAL Pnmary Land Use 0101 RESIDENTIAL- SINGLE FAMILY 1 UNIT Beds t Baths! Half 211/0 Floors 1 Llving units 1 Actual Area 1,156 Sq.Ft Living Area 1,002 Sq.Ft Adjusted Area 1,441 Sq. FI Lot Size 4,866 Sq: Ft Year Built 1925 Featured Online Toots AddiEonal Online Tools LA Comparable Sales Environmental Considerations le Glossary Signal Timings 5`i http: 'wwv+, miamidade:gov/propertysearch4/ brickell miami - Gong! e Maps Property Search Application.. Flle Edit View Favorites Tools Help Traffic Google Maps Bing Maps Deltek Time UT Planner ® Concur Expenses E Trafficurare ® Blackboard 123 Blackboard Learn Q Yahoo! Finance M Gmail 0 Miami Trolley Stops E Online Jab Start Form FOOT Traffic Online '�] Signal Timings Address Owner Name FCIIO 0000 SEARCH: 111NW1St Suite PROPERTY INFORMATION 0 Folio: 01-0204-000-1070 Sub -Division: CITY OF MIAMI SOUTH BIN 40 PB 6-41 Property Address 635 SW 3 AVE Miami . FL 33130-2907 Owner BACHELOR FOODS INC CJO ERIC BACHELOR Mailing Address 10463 HARRIER ST PLANTATION; FL 33324 Primary Zone 6630 COMMERCIAL- LIBERAL Primary Land Use 3832 MULTIFAMILY 2-9 UNITS : 2 LIVING UNITS Beds Baths! Hair 4d270 Floors 2 Living Units 2 Actual Area Living Area. Adjusted Area 1 657 Sq.FI Lot Size 5,600 Sq.FI Year Built 1930 0 CI LJ rJ 11 Map View - Layers I 2913Aerial Photography 6m Featured Online Tools Addaion al Online Tools LtA Comparable Sales Environmental Gonsidera0ons CI Glossary mi am idade.govlp ropertysea rch/tl briekell miarri- Google Maps Property Search Application — P- File Edit View Favorites Tools Help 54 Traffic Google Maps Bing Maps R1 Detek Time E UT Planner Concur Expe es TraHicware El Blackboard )24 Blackboard Learn Y .00! Finance 141 Gma0E Lam Trolley Stops " ] Online l ob Start Form Address Owner Name Folio 15000 SEARCH: 111NW1St Sutte Q PROPERTY INFORMATION 0 Folio: 01-0204 000-1080 Sub -Division: CITY OF MIAMI SOUTH BLI[ 40 PB 8-41 Property Address 621 SW3AVE Miami . FL 33130-2945 Owner BACHELOR FOODS INC CID ERIG BACHELOR Mailing Address 10463 HARRIER ST PLANTATION FL 33324 Primary Zone 6600 COMMERCIAL - LIBERAL Primary Land Use 0603 MULTIFAMILY 2-9 UNITS : MULTIFAMILY 3 OR MORE UNITS Beds 7 Baths l Nati 87410 Floors 2 Living Units 4 Actual Area Living Area Adjusted Area 2,740 Sq.FI Lot Sine 5,960 Sq.FI Year Built 1966 Featured Online Tools FOOT Traffic Online Signal Timings EXISTING LAND USES AND INTENSITIES Units/Intensity Land Use 10,871 sf Drinking Place 5,902 sf warehouse 8,835 sf general light industrial 3,609 sf warehouse 11,485 sf speciality retail 2,592 sf general light industrial 8,100 sf speciality retail 5,725 sf speciality retail 6 du multi -family 2 du multi -family 1 du single-family 2 du multi -family 4 du multi -family Total 10,871 sf Drinking Place 9,511 sf warehouse 11,427 sf general light industrial 25,310 sf specialty retail 14 du multi -family 1 du single-family Finnigans EXISTING AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS IDIRECTIONAL DISTRIBUTION Land Use ITE Edition ITE ITE Code Scale Units Percent GROSS MULTIMODAL INTERNAL I NET NEW In Out In IC Out Total Percent Trips In Out Total Percent Trips In IC Out Total Percent Trips In Out Total General Light Industrial 9 110 11.427 ksf 88% 12% 10 11 10.0% 9 10 10.0% 8 9 0.0% 0 8 9 2 Warehousing 9 150 9.511 ksf 79% 21% 18 5 23 10.0% 2 16 6 22 10.0% 2 15 5 20 0.0% 0 15 5 20 3 Single -Family Detached Housing 9 210 du 25% 75% 3 8 11 10.0% 3 6 9 10.0% 3 5 8 0.0% 0 3 5 8 4 Residential Condominium/Townhouse 9 230 14 du 17% 83% 2 9 11 10.0% 2 8 10 10.0% 2 7 9 0.0% 0 2 7 9 5 Specialty Retail Center 9 826 25.31 ksf 0% 0% 0 0 0 10.0% 0 0 0 0 10.0% 0 0 0 0 0.0% 0 0 0 0 6 Drinking Place 9 925 10.871 ksf 66% 34% 0 0 0 10.0% 0 0 0 0 10.0% 0 0 0 0 0.0% 0 0 0 0 7 8 9 10 11 12 ITE Code Equation 110 Y=0.92(X) 150 LN(Y)= 0.55*LN(X)+1.88 210 Y=0.7*(X)+9.74 230 LN(Y) = 0.8*LN(X)+0.26 826 Y=0(X) Existing Development 33 23 56 16% VOF Reduction Existing Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) 10.0% 5 30 21 51 10.0% 5 28 18 46 0.0% 0 Notes: (1) Based on average DRI CBD Increment I (14.3%) and Increment II (14.1%) (2) Based on DRI Increment II Update pedestrian reduction PROPOSED AM PEAK HOUR TRIP GENERATION 28 18 46 4 24 34 3 15 21 7 39 55 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTIONW VOLUMES 15% PEDESTRIAN REDUCTION FACTORM VOLUMES INTERNAL CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out In Out Total Percent IC Trips In Out Total Percent Trips In Out Total Percent IC Trips In Out Total High -Rise Residential Condominium/Town 9 232 800 du 19% 81% 50 211 261 10.0% 26 45 190 235 10.0% 24 41 170 211 5.8% 12 39 160 199 2 General Office Building 9 710 507.6 ksf 88% 12% 618 84 702 10.0% 70 556 76 632 10.0% 63 501 68 569 1.2% 7 495 67 562 3 Hotel 9 310 358 room 59% 41% 112 78 190 10.0% 19 101 70 171 10.0% 17 91 63 154 5.8% 9 86 59 145 4 Shopping Center 9 820 179 ksf 62% 38% 138 84 222 10.0% 21 125 76 201 10.0% 20 112 69 181 17.1% 31 93 57 150 5 Quality Restaurant 9 931 35 ksf 50% 50% 14 14 28 10.0% 3 13 12 25 10.0% 3 11 11 22 37.5% 8 7 7 14 6 7 8 9 10 11 12 ITE Code Equation 232 Y=0.29*(X)+28.86 710 LN(Y) = 0.8*LN(X)+1.57 310 Y=0.53(X) 820 LN(Y)= 0.61*LN(X)+2.24 931 Y=0.81(X) Proposed Development 932 471 1,403 10.0% 139 840 424 1,264 10.0% 127 756 381 1,137 5.9% 67 720 350 1,070 16% VOF Reduction Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) Notes: (1) Based on average DRI CBD Increment I (14.3%) and Increment II (14.1%) (2) Based on DRI Increment II Update pedestrian reduction 115 56 171 605 294 899 847 412 1,259 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 581 279 860 813 391 1,204 PROJECT TRIPS I REDUCTION(1) VOLUMES REDUCTION FACTORM VOLUMES CAPTURE PROJECT TRIPS K:\FTL_TPTO\043615000-Riverfront SAP\calcs\Trip Gen\06 11 14 Trip Gen AM.xlsx: PRINT -PEAK HOUR 6/12/2014,8:00 AM ITE MULTI -USE PROJECT INTERNAL CAPTURE WORKSHEET (Source: Chapter 7, ITE Trip Generation Handbook, June 2004) Enter from External: Exit to External: Demand Balanced Demand Land Use B: Office (General Office Bldg 122 222 0.0% 0 0 ITE Land Use Code 710 Size: I Total Internal External Enter 500 2 498 Exit 68 5 63 Total 568 7 561 100% 1% 99% Enter from External: Exit to External: 11 498 63 Demand 0.0 Balanced Demand 0 3.0% 4 I 2.0% Demand I 22.0% Land Use A: Residential (High -Rise Cond/Hotel) ITE Land Use Code 232/310 Size: I Total Internal External Enter 132 10 122 Exit 233 11 222 Total 365 21 344 100% 6% 94% Demand I 38.0% 89 Demand Balanced 0 Balanced Demand) 9.0% Demand 4.0% 0 0 15 Enter from External: Exit to External: 94 56 Balanced Demand Demand Balanced Demand 0 Demand Balanced Demand I 33.0 44 8 I 11.0% 8 Land Use C: Retail (Shopping Center) ITE Land Use Code 820 Size: I Total Internal External Enter 112 18 94 Exit 69 13 56 Total 181 31 150 100% 17% 83% Demand Demand Demand Project Number: Project Name: Scenario: Analysis Period: AM Peak Analyst: 33.0 44 Balanced Demand 11.0% I 15.0% Balanced Demand Demand Balanced 75 0 3.0% 0 I 30.0% 28.0% 3 21 NET EXTERNAL TRIPS FOR MULTI -USE DEVELOPMENT Category Land Use Total A B C D Enter Exit 122 498 56 8 684 222 63 94 7 386 Total 344 561 150 15 1,070 Single Use Trip Gen Estimate 365 568 181 24 1,138 5.8% 1.2% 17.1% 37.5% Overall Internal Capture = 5.98% Demand Balanced Demand Land Use D: Retail (Quaility Restaurant) ITE Land Use Code 931 Size: I Total Internal External Enter 12 4 8 Exit 12 5 7 Total 24 9 15 100% 38% 63% Enter from External: Exit to External: Demand Balanced Demand 3 11 8 7 ICv2.4 AM rev 06 11 14.xls 6/12/2014 8:45 AM EXISTING PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS IDIRECTIONAL DISTRIBUTION Land Use ITE Edition ITE ITE Code Scale Units Percent GROSS MULTIMODAL INTERNAL I NET NEW In Out In IC Out Total Percent Trips In Out Total Percent Trips In IC Out Total Percent Trips In Out Total General Light Industrial 9 110 11.427 ksf 12% 88% 10 11 10.0% 9 10 10.0% 8 9 0.0% 0 8 9 2 Warehousing 9 150 9.511 ksf 25% 75% 3 10 13 10.0% 3 9 12 10.0% 3 8 11 0.0% 0 3 8 11 3 Single -Family Detached Housing 9 210 du 63% 37% 2 10.0% 0 2 10.0% 0 2 0.0% 0 2 4 Residential Condominium/Townhouse 9 230 14 du 67% 33% 8 4 12 10.0% 7 4 11 10.0% 6 4 10 0.0% 0 6 4 10 5 Specialty Retail Center 9 826 25.31 ksf 44% 56% 36 46 82 10.0% 8 32 42 74 10.0% 7 29 38 67 0.0% 0 29 38 67 6 Drinking Place 9 925 10.871 ksf 66% 34% 81 42 123 10.0% 12 73 38 111 10.0% 11 66 34 100 0.0% 0 66 34 100 7 8 9 10 11 12 ITE Code Equation 110 Y=0.97(X) 150 LN(Y) = 0.64*LN(X)+1.14 210 LN(Y)= 0.9*LN(X)+0.51 230 LN(Y) = 0.82*LN(X)+0.32 826 Y=2.4*(X)+21.48 Existing Development 130 113 243 10.0% 23 117 103 220 10.0% 21 106 93 199 0.0% 0 106 93 199 16% VOF Reduction Existing Vehicle Trips Existing Person -Trips (1.4 persons per vehicle) Notes: (1) Based on average DRI CBD Increment I (14.3%) and Increment II (14.1%) (2) Based on DRI Increment II Update pedestrian reduction PROPOSED PM PEAK HOUR TRIP GENERATION 17 15 32 89 78 167 125 109 234 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION GROSS PROJECT TRIPS MULTIMODAL REDUCTIONW VOLUMES 15% PEDESTRIAN REDUCTION FACTORM VOLUMES INTERNAL CAPTURE NET NEW PROJECT TRIPS Land Use ITE Edition ITE Code Scale ITE Units Percent In Out In Out Total Percent IC Trips In Out Total Percent Trips In Out Total Percent IC Trips In Out Total High -Rise Residential Condominium/Town 9 232 800 du 62% 38% 178 109 287 10.0% 29 160 98 258 10.0% 25 145 88 233 25.1 % 58 109 66 175 2 General Office Building 9 710 507.6 ksf 17% 83% 110 537 647 10.0% 65 99 483 582 10.0% 58 89 435 524 5.3% 28 84 412 496 3 Hotel 9 310 358 room 51% 49% 110 105 215 10.0% 21 100 94 194 10.0% 19 90 85 175 25.1 % 44 67 64 131 4 Shopping Center 9 820 179 ksf 48% 52% 425 460 885 10.0% 89 383 413 796 10.0% 80 344 372 716 19.0% 136 279 301 580 5 Quality Restaurant 9 931 35 ksf 67% 33% 176 86 262 10.0% 26 158 78 236 10.0% 24 142 70 212 32.2% 68 96 48 144 6 7 8 9 10 11 12 ITE Code Equation 232 Y=0.34*(X)+15.47 710 Y=1.12*(X)+78.45 310 Y=0.6(X) 820 LN(Y) = 0.67*LN(X)+3.31 931 Y=7.49(X) Proposed Development 999 1,297 2,296 10.0% 230 900 1,166 2,066 10.0% 206 810 1,050 1,860 18.0% 334 635 891 1,526 16% VOF Reduction Proposed Development Vehicle Trips Proposed Development Person -Trips (1.4 persons per vehicle) Notes: (1) Based on average DRI CBD Increment I (14.3%) and Increment II (14.1%) (2) Based on DRI Increment II Update pedestrian reduction 102 142 244 533 749 1,282 747 1,048 1,795 Net New Vehicle Trips Person -Trips (1.4 persons per vehicle) NET NEW PROJECT TRIPS In Out Total 444 671 1,115 622 939 1,561 PROJECT TRIPS I REDUCTION(1) VOLUMES REDUCTION FACTORM VOLUMES CAPTURE PROJECT TRIPS K:\FTL_TPTO\043615000-Riverfront SAP\calcs\Trip Gen\06 11 14 Trip Gen PM.xlsx: PRINT -PEAK HOUR 6/12/2014,8:43 AM ITE MULTI -USE PROJECT INTERNAL CAPTURE WORKSHEET (Source: Chapter 7, ITE Trip Generation Handbook, June 2004) Enter from External: Exit to External: Demand Balanced Demand Land Use B: Office (General Office Bldg 176 129 0.0% 0 0 ITE Land Use Code 710 Size: I Total Internal External Enter 89 13 76 Exit 435 15 420 Total 524 28 496 100% 5% 95% Enter from External: Exit to External: 11 76 420 Demand 0.0 Balanced Demand 0 2.0% 5 5 I 2.0% 9 Demand I 23.0% Land Use A: Residential (High -Rise Cond/Hotel) ITE Land Use Code 232/310 Size: I Total Internal External Enter 234 58 176 Exit 173 44 129 Total 407 102 305 100% 25% 75% Demand I 53.0% 92 Demand Balanced 3 Balanced Demand) 9.0% Demand 2.0% 3 3 100 Enter from External: Exit to External: 293 288 Balanced Demand Demand Balanced Demand 3 Demand Balanced Demand I 31.0% 73 45 I 12.0% 45 Land Use C: Retail (Shopping Center) ITE Land Use Code 820 Size: I Total Internal External Enter 345 52 293 Exit 372 84 288 Total 717 136 581 100% 19% 81% Demand Demand Project Number: Project Name: Scenario: Analysis Period: PM Peak Analyst: 31.0% Balanced Demand I 31.0% Balanced Demand Demand Balanced 28 2 73 8 12.0% 3.0% 2 I 20.0% 20.0% 28 74 NET EXTERNAL TRIPS FOR MULTI -USE DEVELOPMENT Category Land Use Total A B C D Enter Exit 176 76 288 98 638 129 420 293 45 887 Total 305 496 581 143 1,525 Single Use Trip Gen Estimate 407 524 717 211 1,859 25.1% 5.3% 19.0% 32.2% Overall Internal Capture = 17.97% Demand Balanced Demand 8 Land Use D: Retail (Quaility Restaurant) ITE Land Use Code 931 Size: I Total Internal External Enter 142 44 98 Exit 69 24 45 Total 211 68 143 100% 32% 68% Enter from External: Exit to External: Demand Balanced Demand 28 I 11 98 45 ICv2.4 PM rev 06 11 14.xls 6/12/2014 8:46 AM Attachment C MIAMI-DADE 2005 DIRECTIONAL DISTRIBUTION SUMMARY ORIGIN ZONE CountyTAZ RegionalTAZ NNE ENE ESE SSE SSW WSW WNW NNW TOTAL PERCENT CARDINAL DIRECTIONS 11.23 6.75 2.78 4.23 6.31 26.12 21.2 21.39 554 3254 TRIPS 597 362 159 162 348 1263 1042 1065 4,998 PERCENT 11.94 7.24 3.18 3.24 6.96 25.27 20.85 21.31 555 3255 TRIPS 838 424 146 113 627 1864 1501 1559 7,072 PERCENT 11.85 6 2.06 1.6 8.87 26.36 21.22 22.04 556 3256 TRIPS 393 276 82 76 355 1236 1080 1014 4,512 PERCENT 8.71 6.12 1.82 1.68 7.87 27.39 23.94 22.47 557 3257 TRIPS 149 89 59 36 72 218 269 140 1,032 PERCENT 14.44 8.62 5.72 3.49 6.98 21.12 26.07 13.57 558 3258 TRIPS 116 76 38 39 57 221 204 167 918 PERCENT 12.64 8.28 4.14 4.25 6.21 24.07 22.22 18.19 559 3259 TRIPS 0 0 0 0 0 0 0 0 PERCENT 0 0 0 0 0 0 0 0 560 3260 TRIPS 37 33 6 16 18 67 49 56 282 PERCENT 13.12 11.7 2.13 5.67 6.38 23.76 17.38 19.86 561 3261 TRIPS 132 82 40 38 79 213 155 174 913 PERCENT 14.46 8.98 4.38 4.16 8.65 23.33 16.98 19.06 562 3262 TRIPS 1 0 1 1 1 2 1 2 9 PERCENT 0 11.11 11.11 11.11 22.22 11.11 22.22 563 3263 TRIPS 185 114 138 79 119 280 236 259 1,410 PERCENT 13.12 8.09 9.79 5.6 8.44 19.86 16.74 18.37 564 3264 TRIPS 343 264 302 169 200 490 440 501 2,709 PERCENT 12.66 9.75 11.15 6.24 7.38 18.09 16.24 18.49 565 3265 TRIPS 986 1319 402 274 469 1454 1067 1614 7,585 566 3266 TRIPS 6 7 6 1 2 8 9 5 44 PERCENT 13.64 15.91 13.64 2.27 4.55 18.18 20.45 11.36 567 3267 TRIPS 92 65 26 17 30 106 101 84 521 PERCENT 17.66 12.48 4.99 3.26 5.76 20.35 19.39 16.12 568 3268 TRIPS 765 433 83 184 360 1286 1099 1322 5,532 PERCENT 13.83 7.83 1.5 3.33 6.51 23.25 19.87 23.9 569 3269 TRIPS 695 317 57 58 399 1359 1109 1341 5,335 PERCENT 13.03 5.94 1.07 1.09 7.48 25.47 20.79 25.14 570 3270 TRIPS 469 586 44 89 238 1777 1892 1651 6,746 PERCENT 6.95 8.69 0.65 1.32 3.53 26.34 28.05 24.47 571 3271 TRIPS 1907 995 48 251 675 3330 2954 3568 13,728 PERCENT 13.89 7.25 0.35 1.83 4.92 24.26 21.52 25.99 572 3272 TRIPS 585 265 55 80 183 979 786 922 3,855 PERCENT 15.18 6.87 1.43 2.08 4.75 25.4 20.39 23.92 573 3273 TRIPS 518 359 103 66 176 773 630 702 3,327 PERCENT 15.57 10.79 3.1 1.98 5.29 23.23 18.94 21.1 574 3274 TRIPS 651 516 59 52 170 669 625 686 3,428 PERCENT 18.99 15.05 1.72 1.52 4.96 19.52 18.23 20.01 575 3275 TRIPS 616 538 166 80 216 708 676 873 3,873 PERCENT 15.9 13.89 4.29 2.07 5.58 18.28 17.45 22.54 576 3276 TRIPS 910 817 162 95 233 1138 1033 1060 5,448 PERCENT 16.7 15 2.97 1.74 4.28 20.89 18.96 19.46 577 3277 TRIPS 1070 554 106 53 266 1257 796 1157 5,259 PERCENT 20.35 10.53 2.02 1.01 5.06 23.9 15.14 22 578 3278 TRIPS 342 187 12 38 40 363 280 299 1,561 PERCENT 21.91 11.98 0.77 2.43 2.56 23.25 17.94 19.15 579 3279 TRIPS 243 133 10 22 45 299 254 279 1,285 PERCENT 18.91 10.35 0.78 1.71 3.5 23.27 19.77 21.71 580 3280 TRIPS 877 412 29 87 269 1588 1399 1761 6,422 PERCENT 13.66 6.42 0.45 1.35 4.19 24.73 21.78 27.42 581 3281 TRIPS 648 302 39 79 73 947 815 1070 3,973 PERCENT 16.31 7.6 0.98 1.99 1.84 23.84 20.51 26.93 582 3282 TRIPS 557 227 13 33 19 605 425 586 2,465 PERCENT 22.6 9.21 0.53 1.34 0.77 24.54 17.24 23.77 583 3283 TRIPS 1443 484 29 84 65 1133 1162 1190 5,590 PERCENT 25.81 8.66 0.52 1.5 1.16 20.27 20.79 21.29 584 3284 TRIPS 94 0 0 57 435 297 245 294 1,422 PERCENT 6.61 0 0 4.01 30.59 20.89 17.23 20.68 585 3285 TRIPS 286 9 0 272 1250 872 1031 945 4,665 PERCENT 6.13 0.19 0 5.83 26.8 18.69 22.1 20.26 ORIGIN -DESTINATION MATRIX TAZ NNE ENE ESE SSE SSW WSW WNW NNW Total 556 14 16 14 2 5 18 20 11 100 567 18 13 5 3 6 20 19 16 100 Average 16 15 9 2 6 19 19 14 100 K:\FTL_TPTO\043615000-RiverfrontSAP\calcs\TAZ data.xlsx From: Ccruz-casas@miamiaov.com To: Adrian.Dabkowski@Kimlev-horn.com Cc: trodrigues@miamigov.com Subject: RE: Miami River - Riverwalk SAP Traffic Study Methodology Date: Thursday, June 05, 2014 1:30:32 PM Attachments: imaae001.ioq Mr. Dabkowski, Thanks for submitting the methodology for the proposed Traffic Impact Analysis. We reviewed the Methodology Memo and have the following comments: • Page 2 — the proposed project is located outside of the Downtown DRI, therefore consider reducing the multimodal reduction factor to 10 percent • Page 2 — the proposed project is located outside of the Downtown DRI, therefore consider reducing the pedestrian reduction factor to 10 percent Please feel free to call or email me with any questions. Regards, carlos cruz-casas, p.e. I chief transportation manager capital improvements and transportation program miami riverside center 444 sw 2nd avenue, 8th floor miami, fl 33130 p: 305.416.1092 I f: 305.416.1019 e: ccruz-casas@miamigov.com From: Adrian.Dabkowski@Kimley-horn.com [mailto:Adrian.Dabkowski@Kimley-horn.com] Sent: Monday, May 19, 2014 7:08 AM To: Cruz-Casas, Carlos Subject: Miami River - Riverwalk SAP Traffic Study Methodology Good Morning Carlos, Attached is our Miami River — Riverwalk SAP traffic study methodology. Please let me know if the City has any comments. Thanks Adrian Adrian K. Dabkowski, P.E.(LA), PTOE Kimley-Horn 1600 North Pine Island Road, Suite 450, Plantation, FL 33324 Direct: 954-535-5144 I Main: 954-535-5100 Traffic Impact Analysis for Submittal to the City of Miami Miami River Development Special Area Plan City of Miami, Florida Prepared for: CG Florida Properties, LLC Miami, Florida Prepared by: Kimley-Horn and Associates, Inc. Kimley»>Horn ©2014 Kimley-Horn and Associate, Inc. August 2014 043615000 John J. McWilliams, P.E. Florida Registration Number 62541 Kimley-Horn and Associates, Inc. 600 North Pine Island Road, Suite 450 Plantation, Florida 33324 CA 4 00000696 Kimley>>)Horn Traffic Impact Analysis TABLE OF CONTENTS INTRODUCTION 1 DATA COLLECTION 4 CAPACITY ANALYSIS METHODOLOGY 14 Level of Service Standard 14 Transportation Corridor Level of Service Methodology 14 Intersection Level of Service Methodology 14 EXISTING CONDITIONS CAPACITY ANALYSIS 16 Transportation Corridors 16 FUTURE BACKGROUND TRAFFIC CONDITIONS 23 Background Area Growth 23 Committed Developments 24 PROJECT TRAFFIC 26 Existing and Proposed Land Uses 26 Project Access 26 Trip Generation 27 Trip Distribution and Assignment 30 FUTURE TOTAL TRAFFIC 33 FUTURE CONDITIONS CAPACITY ANALYSIS 35 Future Background Traffic Conditions 35 Future Total Traffic Conditions 39 TRANSPORTATION CONTROL MEASURES PLAN AND PROPOSED IMPROVEMENTS 46 Bicycle Facility Considerations 46 City of Miami Biscayne/Brickell Trolley 46 Miami Riverwalk 46 CONCLUSION 47 K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - i August 2014 Kimley>>)Horn Traffic Impact Analysis LIST OF FIGURES Figure 1: Project Location Map 3 Figure 2A: Existing Intersection Laneage Configuration 7 Figure 2B: Proposed Future Intersection Laneage Configuration 8 Figure 3A: Miami River Development SAP Delivery Truck Entry Routes 9 Figure 3B: Miami River Development SAP Delivery Truck Exit Routes 10 Figure 3C: Miami River Development SAP Entry Routes 11 Figure 3D: Miami River Development SAP Exit Routes 12 Figure 4: 2014 Existing Peak Hour Traffic Volumes 13 Figure 5: Future Background Peak Hour Traffic Volumes 25 Figure 6: Peak Hour Project Trip Distribution 31 Figure 7: Peak Hour Project Trip Assignment 32 Figure 8: Future Total Peak Hour Traffic Volumes 34 LIST OF TABLES Table 1: Data Collection Summary 6 Table 2: Transportation Corridor Level of Service Thresholds 15 Table 3: Existing A.M. and P.M. Peak Hour Roadway Volumes 16 Table 4: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 2nd Avenue18 Table 5: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 7th Street19 Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 8th Street19 Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions 20 Table 8: Existing P.M. Peak Hour Transportation Corridor Segment Conditions 21 Table 9: Existing Peak Hour Intersection Conditions 22 Table 10: Area Growth Determination 23 Table 11: Proposed Trip Generation 29 Table 12: Cardinal Trip Distribution 30 Table 13: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions 36 Table 14: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions 37 Table 15: Future Background Intersection Conditions 38 Table 16: Future Total A.M. Peak Hour Transportation Corridor Segment Conditions 41 Table 17: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions 41 Table 18: Future Total Intersection Conditions 43 Table 19: A.M. and P.M. Peak Hour Traffic Entry Intensity 45 K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - ii August 2014 Kimley>>)Horn Traffic Impact Analysis Appendix A: Appendix B: Appendix C: Appendix D: Appendix E: Appendix F: Appendix G: Appendix H: Appendix I: Appendix J: Appendix K: Appendix L: Appendix M: Appendix N: LIST OF APPENDICES Conceptual Site Plan Methodology Correspondence Traffic Count Data Miami -Dade Transit Data Existing Conditions Analysis Growth Trend Analyses Vested Development Trip Information Trip Generation Cardinal Trip Distribution Volume Development Worksheets Future Background Conditions Analysis Future Total Conditions Analysis Improvements Gate Entry Analysis K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - Hi August 2014 Kimley>>)Horn Traffic Impact Analysis INTRODUCTION CG Florida Properties, LLC is proposing a mixed -use development that is generally bounded by the Miami River to the north, SW 7th Street to the south, SW 3rd Avenue to the west, and SW 2nd Avenue to the east. The project is a total of six (6) buildings that will be constructed in five (5) phases and consist of the following: • Phase 1 consists of 55,570 square -feet of retail, 461 high-rise residential condominiums, and 133 hotel rooms. It is located on the northeast quadrant of SW 6t" Street and SW 3rd Avenue. • Phase 2 East consists of 2,900 square -feet of retail, 24,284 square -feet of office, and 3,160 square -feet of restaurant. It is located on the southeast quadrant of SW 5th Street and the Miami River. • Phase 2 West consists of 3,740 square -feet of retail, 31,650 square -feet of office, and 10,175 square -feet of restaurant. It is located on the northeast quadrant of SW 5th Street and SW 3rd Avenue. • Phase 3 consists of 57,440 square -feet of retail, 465 high-rise residential condominiums, and 159 hotel rooms. It is located on the northeast quadrant of SW 7th Street and SW 3rd Avenue. • Phase 4 consists of 23,330 square -feet of retail, 322 high-rise residential condominiums, and 63,650 square -feet of office and is located on the northwest quadrant of SW 6th Street and SW 2nd Avenue. • Phase 5 consists of 59,040 square -feet of retail, 495 high-rise residential condominiums, and 61,810 square -feet of office and is located on the northwest quadrant of SW 7t" Street and SW 2nd Avenue. A site location map is provided as Figure 1 and a conceptual site plan is provided in Appendix A. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis for submittal to City of Miami. The purpose of the study is to assess the project's impact on the surrounding transportation network and determine if adequate capacity is available to support future demand. This report is being submitted in accordance with the requirements of the Special Area Plan (SAP) application. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 1 August 2014 Kimley>>)Horn Traffic Impact Analysis The study's methodology is consistent with the requirements outlined by the City of Miami for traffic impact analyses. This report summarizes the data collection, project trip generation and distribution, and capacity analyses. All methodology correspondence is included in Appendix B. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 2 August 2014 NOT TO SCALE Kimley•»Horn ©2014 Figure 1 Site Location Map Miami River Development SAP City of Miami, Florida Kimley>>)Horn Traffic Impact Analysis DATA COLLECTION Traffic data were collected in the study area for this project. The study area roadway corridors for this project include: • SW 7th Street between SW 4th Avenue and SW 3rd Avenue • SW 7th Street between SW 3rd Avenue and SW 2nd Avenue • SW 8th Street between SW 4th Avenue and SW 3rd Avenue • SW 8th Street between SW 3rd Avenue and SW 2nd Avenue • SW 2nd Avenue between SW 8th Street and SW 9th Street The following intersections were examined: • SW 5th Street and SW 4thAvenue • SW 5th Street and SW 3rd Avenue • SW 6th Street and SW 4thAvenue • SW 6th Street and SW 3rd Avenue • SW 7th Street and SW 4thAvenue • SW 7th Street and SW 3rd Avenue • SW 7th Street and SW 2nd Avenue • SW 8th Street and SW 4thAvenue • SW 8th Street and 1-95 Northbound Ramp (West) • SW 8th Street and SW 3rd Avenue • SW 8th Street and SW 2nd Avenue Lane configurations for the existing and proposed roadways adjacent to the proposed development are provided in Figures 2A and 2B. The proposed roadway lane configurations include improvements proposed by the project. The project proposes two-way traffic operations on SW 3rd Avenue between SW 6th Street and SW 7th Street, which is currently a K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 4 August 2014 Kimsey•»Horn Traffic Impact Analysis one -lane northbound only roadway with on -street parking. The project purposes several additional roadway improvements which include: • A northbound -only site access drive aisle (SW 2.5 Avenue) between SW 3rd Avenue and SW 2nd Avenue for enhanced access to the site. The drive aisle will serve as a connection from SW 7th Street to the project, providing an additional access connection. • Re -designating the southbound approach at the intersection of SW 8th Street and SW 2nd Avenue to consist of one (1) exclusive left -turn and one (1) through lane. The approach currently operates with one (1) through lane and one (1) shared through/left-turn lane. • Providing an additional lane from the 1-95 southbound off -ramp and additional southbound through lane on the SW 4th Avenue approach at the intersection of SW 4th Avenue and SW 7th Street. Roadway circulation diagrams depicting the proposed circulation patterns into and out of the study area are provided in Figures 3A, 3B, 3C, and 3D. A.M. peak period (7:30 A.M. to 9:30 A.M.) and P.M. peak period (4:00 PM to 6:00 P.M.) turning movement counts were collected at each intersection under study. Turning movement counts for the A.M. peak period were performed from 7:30 A.M. to 9:30 A.M. based on downtown and business district characteristics of the general area and input from City of Miami Transportation Staff. It was determined that the A.M. peak period tends to occur at a later time period than the traditional 7:00 to 9:00 A.M. peak period in this area. This trend is reflected in the 24-hour continuous roadway counts. The selected A.M. peak period 24-hour volume counts were conducted along the study corridors. The data collection date and corresponding peak season conversion factors are shown in Table 1. Turning movement counts, 24-hour volume counts, and peak season conversion factors are provided in Appendix C. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 5 August 2014 Kirniey »Horn Traffic Impact Analysis Table 1: Data Collection Summary Intersection Date Peak Season Factor SW 5th Street & SW 4th Avenue 5/28/2014 1.02 SW 5th Street & SW 3rd Avenue 5/28/2014 1.02 SW 6th Street & SW 4th Avenue 5/28/2014 1.02 SW 6th Street & SW 3rd Avenue 5/28/2014 1.02 SW 7th Street & SW 4th Avenue 5/28/2014 1.02 SW 7th Street & SW 3rd Avenue 5/28/2014 1.02 SW 7th Street & SW 2th Avenue 5/28/2014 1.02 SW 8th Street & SW 4th Avenue 5/28/2014 1.02 NW 8th Street & I-95 Northbound Ramp 5/28/2014 1.02 SW 8th Street & SW 3rd Avenue 5/28/2014 1.02 SW 8th Street & SW 2th Avenue 5/28/2014 1.02 Figure 4 presents the A.M. and P.M. peak hour turning movement volumes at the study intersections. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 6 August 2014 NOT TO SCALE SW 4th Avenue T 4- rd Avenue SW 5th Street «l+ SW 6th Street J4 • t 441 41 'r SW 7th Street 4- Legend — Study Roadway • Signalized Intersection e 4-Way Stop Controlled Intersection • 2-Way Stop Controlled Intersection • Free -Flowing Intersection hA SW 2nd Avenue 41. T. 41 41- 1444 • 14 zo SW 4th Avenue Kimley>>»Hom 2014 0 -6 1 j e SW 8th Street SW 2nd Avenue 1 Figure 2A Existing Laneage Configuration Miami River Development SAP City of Miami, Florida / Leaend — Study Roadway t • Signalized Intersection • 4-Way Stop Controlled Intersection • 2-Way Stop Controlled Intersection N O 1-Way Stop Controlled Intersection r > • Free -Flowing Intersection —r Proposed Laneage NOT TO SCALE SW 4tl SW 3rd A SW 5th Street Phase 1 North Driveway Phase 1 South Driveway SW 6th Street i 1• 1 s • 0 1 N 41 1 0 Phase 3 North Driveway 1 r Phase 3 South Driveway • SW 7th Street 4 41 11 1444• 14•• 14 1t1 H y ^ cr, i eSW 8th Street Y- I SW 4th Avenue E 1 C � Q Q m 9 Q Z M in N W CO �u rn Kimley>»Horn 2014 Figure 2B Future Laneage Configuration Miami River Development SAP City of Miami, Florida Fiure3A Ingress Routes Miami River Development SAP City ofMiami, Florida NOT TO SCALE k ISA 9 1 ;lit ' : ,., 4,''.0' , il 7 .7',e Kimley>>>Horn © 2014 Phase ! #2 West Phase #3 LEGEND Egress Routes 0 Parking Garage Exit Figure 3B Egress Routes Miami River Development SAP City of Miami, Florida /I NOT TO SCALE ����K�K� U ��.��nno� Ingress Routes Nm Truck Loading Bays Figure 3C Truck Loading Ingress Routes Miami River Development SAP City ofMiami, Florida ~+1 II OVA NOT TO SCALE pipit .12.46 Kimley»>Horn © 2014 LEGEND Egress Routes 0 Truck Loading Bays Figure 3D Truck Loading Egress Routes Miami River Development SAP City of Miami, Florida NOT TO SCALE «�14 (28) 43 J (30) 16 — (35) 49 - (11) 18 (34) 22 — (21) 59 Z d1 14 (1,321) 1,705 y (66) 87 11 SW 4th Avenue L 66 (81) 9 (21) r 7 (22) SW 5th Street rd Avenue «�14 L 60 (94) 81 (293) r 31 (78) SW 6th Street (43) 9 J (1) 4 (33) 23 4 it l m co 424 (738) 602 (490) SW 7th Street (18) B J (12) 10 y To 1-95 NB Ramp (E) To 1-95 NB Ramp (E) 14 Kimley>>»Hom 2014 (1,543) 2,338 y (1,000) 1,356 .14 (108) 48 J (1,354) 2,050 (82) 240 O L 0 CO T L o (0) 1 (4) r 0 (2) L 0 (3) 10 (18) L 102 (234) 920 (1,110) r 297 (438) Legend — Study Roadway Study Intersection XX A.M. Peak Hour Traffic (XX) P.M. Peak Hour Traffic nd Avenue hi 14 SW 8th Street (216) 274 J (1,000) 1,685 (299) 239 - SW 2nd Avenue L 247 (195) 961 (1,322) r 118 (133) h13 r Figure 4 Existing Peak Hour Traffic Miami River Development SAP City of Miami, Florida Kimsey »Horn Traffic Impact Analysis CAPACITY ANALYSIS METHODOLOGY Level of Service Standard Level of service (LOS) is the traffic performance measure generally used in traffic impact analysis. Levels of service range from LOS A (free flow with negligible delays) to LOS F (heavily congested with long delays). The City of Miami has adopted LOS E as its minimum level of service standard in this area. Transportation Corridor Level of Service Methodology Transportation corridor traffic conditions were examined applying the methodology outlined in the Miami Comprehensive Neighborhood Plan. This methodology considers the person -trip capacity (including transit) for transportation corridors rather than evaluating only the vehicular capacity of a roadway. Level of service analyses were performed to assess the capacity of the transportation corridors evaluated in this study based on a comparison between person -trip volume and person -trip capacity within the corridors. The analyses of person -trip volumes and person -trip capacities account for both passenger vehicle and transit service within the corridors. Table 2 illustrates the level of service thresholds for each study corridor. The corridor level of service thresholds, measured in volume (v) to capacity (c) ratios, were developed from the 2013 version of FDOT's Quality/Level of Service Handbook. Intersection Level of Service Methodology Level of service analyses were performed for study intersections using Trafficware's SYNCHRO 8 Software, which applies methodologies outlined in the Highway Capacity Manual, 2000/2010 Edition. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 14 August 2014 Traffic Impact Analysis Table 2: Transportation Corridor Level of Service Thresholds SW 7th Street between SW 4th Avenue and 3rd Avenue(Z) SW 7th Street between SW 3rd Avenue and 2nd Avenue(Z) SW 8th Street between SW 4th Avenue and SW 3rd Avenue(3) SW 8th Street between SW 3rd Avenue and SW 2nd Avenue(Z) Northbound SW 2nd Avenue(4) Southbound SW 2nd Avenue°) LOS Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Peak Hour Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Directional V/C Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Volume Ratio Thresholds Thresholds Thresholds Thresholds Thresholds Thresholds A (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) B (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) (1) C 1,404 0.46 1,404 0.46 1,475 0.46 1,404 0.46 624 0.43 267 0.46 D 3,024 0.98 3,024 0.98 3,176 0.98 3,024 0.98 1,394 0.96 540 0.94 E 3,072 1.00 3,072 1.00 3,226 1.00 3,072 1.00 1,454 1.00 576 1.00 F - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 - >1.00 Note: (1) Cannot be achieved per Table 7 from FDOT's 2013 Quality/Level of Service Handbook. (2) Based on Class II three -lane state signalized arterial with 1.2 one-way factor. (3) Based on Class II three -lane state signalized arterial with exclusive right lanes (5 percent increase) and 1.2 one-way factor. (4) Based on Class II non -state signalized roadway (10 percent reduction), two-lane undivided with exclusive left turn lanes (5 percent reduction). (5) Based on Class II non -state signalized roadway (10 percent reduction), one -lane undivided with no exclusive turn lanes (20 percent reduction). K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 15 August 2014 Kimley »Horn EXISTING CONDITIONS CAPACITY ANALYSIS Transportation Corridors Vehicular roadway conditions and transit ridership were examined to determine current level of service for the transportation corridors examined in this study. Table 3 presents the unadjusted existing A.M. and P.M. peak hour directional traffic volumes, peak season conversion factors, and the existing peak season A.M. and P.M. peak hour directional traffic volumes for the study corridors. Corridor count data is included in Appendix C. Table 3. Existing A.M. and P.M. Peak Hour Roadway Volumes Roadway Segments Direction A.M. Peak Hour Volumes P.M. Peak Hour Volumes FDOT Peak Season Adjustment Factor Peak Season A.M. Peak Hour Volumes Peak Season P.M. Peak Hour Volumes SW 7th Street - between SW 4th Avenue and SW 3rd Avenue WB 1,009 1,163 1.02 1,029 1,186 SW 7th Street - between SW 3rd Avenue and SW 2nd Avenue WB 1,253 1,660 1.02 1,278 1,693 SW 8th Street - between SW 4th Avenue and SW 3rd Avenue EB 3,038 2,200 1.02 3,099 2,244 SW 8th Street - between SW 3rd Avenue and SW 2nd Avenue EB 2,010 1,371 1.02 2,050 1,398 SW 2nd Avenue - Between SW 8th Street and SW 9th Street NB 707 588 1.02 721 600 SB 524 701 1.02 534 715 Existing transit conditions were examined considering the ridership and capacity of the Miami - Dade Transit (MDT) bus service operating in the corridors. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 16 August 2014 Six (6) Miami -Dade transit routes presently serve the study area during both the A.M. and the P.M. peak hours. In addition, the study area is served by the Metromover downtown automated people mover and Metrorail heavy rail system. • Route 6 operates with 60 minute headways in the southbound direction. • Route 8 operates with 10 minute headways in both directions. • Route 24 operates with 20 minute headways in the southbound direction. • Route 48 operates with 60 minute headways in the southbound direction. • Route 207/208 operates with 15 minute headways in both directions. • Route B operates with 8 minute headways in the A.M. peak hours and with 15 minute headways in the P.M. peak hours, both in the southbound direction. • Metromover operates with an average headway between 2 and 4 minutes. • Metrorail operates with an average headway between 4 and 5 minutes. Metrobus routes on the study corridors utilize buses with capacities of 68 riders. The ridership capacities for the bus routes were calculated for the A.M. and P.M. peak hours using the appropriate headways and capacities. Metrobus route maps are included in Appendix D. Ridership data was obtained from Miami -Dade Transit for the identified transit routes. The data reflects typical ridership on the routes using the most recent ridership information available. Tables 4, 5, and 6 present the existing A.M. and P.M. peak hour ridership on the routes studied; the ridership data obtained from Miami -Dade Transit is included in Appendix D. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 17 August 2014 Kimley »Horn Table 4: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 2nd Avenue Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person -Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) SW 2nd Avenue 60 1 68 5 riders Route 6 Southbound 68 (60) (1) (68) (11 riders) 10 6 408 62 riders Route 8 Southbound 68 (10) (6) (408) (52 riders) 20 3 204 52 riders Route 24 Southbound 68 (20) (3) (204) (40 riders) 60 1 68 9 riders Route 48 Southbound 68 (60) (1) (68) (3 riders) 15 4 272 33 riders Route 207 Southbound 68 (15) (4) (272) (65 riders) 15 4 272 18 riders Route 208 Southbound 68 (15) (4) (272) (44 riders) 8 7 476 117 riders Route B Southbound 68 (15) (4) (272) (31 riders) 2.4 25 1,875 1080 riders Northbound 75 Metromover (2.4) (25) (1,875) (948 riders) 3.2 18 1,350 516 riders Southbound 75 (2.9) (20) (1,500) (1,044 riders) 4.8 12 6,048 2,880 riders Northbound 504 Metrorail (4.6) (13) (6,552) (2,480 riders) 5.0 12 6,048 2,992 riders Southbound 504 (4.7) (12) (6,048) (4,356 riders) 37 7,923 3,960 riders Northbound - - Total (38) (8,427) (3,428 riders) 56 9,166 3,804 riders Southbound - - (55) (9,112) (5,646 riders) K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 18 August 2014 Kirnley »Horn Table 5: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 7th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person - Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) SW 7t" Street 10 6 408 84 riders Route 8 Westbound 68 (10) (6) (408) (108 riders) 15 4 272 32 riders Route 207 Westbound 68 (15) (4) (272) (80 riders) 10 680 116 riders Total Westbound - - (10) (680) (188 riders) Table 6: Existing A.M. and P.M. Peak Hour Miami -Dade Transit Conditions on SW 8th Street Transit Route Information Direction of Travel Peak Hour Headways A.M. (P.M.) in minutes Buses per Hour A.M. (P.M.) Capacity Per Vehicle (riders) Peak Hour Directional Person - Trip Capacity A.M. (P.M.) Peak Hour Directional Route Ridership A.M. (P.M.) SW 8th Street 10 6 408 125 riders Route 8 Eastbound 68 (10) (6) (408) (75 riders) 15 4 272 72 riders Route 208 Eastbound 68 (15) (4) (272) (40 riders) 10 680 197 riders Total Eastbound - - (10) (680) (115 riders) In order to determine person -trip level of service for the study area's transportation corridors, total person -trip volumes (vehicular and transit) were compared to the total person -trip capacities. The person -trip volume to capacity (v/c) ratios were compared to the person -trip v/c level of service designations outlined in Table 2. Tables 7 and 8 present the existing transportation corridor level of service. As indicated in these tables, the transportation corridors have excess person -trip capacity during the A.M. and P.M. peak hours and operate at adopted levels of service. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 19 August 2014 Kimsey>»Horn Traffic Impact Analysis Table 7: Existing A.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways Peak Season A.M. Peak Hour Roadway Volumes A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity (2) A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity A M. Peak Hour Level of Service Vehicles Person- Trips (1) Person- Trips Person- Trips Vehicles Person- Trips 11) Person- Trips Person- Trips Person- Trips V/C Ratio LOS SW 7th Street - between SW 4th Avenue and SW 3rd Avenue WB 1,029 1,441 116 1,557 3,072 4,301 680 4,981 3,424 0.313 C SW 7th Street - between SW 3rd Avenue and SW 2nd Avenue WB 1,278 1,789 116 1,905 3,072 4,301 680 4,981 3,076 0.382 C SW 8th Street - between SW 4th Avenue and SW 3rd Avenue EB 3,099 4,339 197 4,536 3,226 4,516 680 5,196 660 0.873 D SW 8th Street - between SW 3rd Avenue and SW 2nd Avenue EB 2,050 2,870 197 3,067 3,072 4,301 680 4,981 1,914 0.616 D SW 2nd Avenue - Between SW 8th Street and SW 9th Street NB 721 1,009 3,960 4,969 1,454 2,036 7,923 9,959 4,990 0.499 D SB 534 748 3,804 4,552 576 806 9,166 9,972 5,420 0.456 C (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2) Directional peak hour capacity derived from the 2013 FDOT Quality/LOS Handbook and the Miami -Downtown DRI. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 20 August 2014 Kimsey>»Horn Traffic Impact Analysis Table 8: Existing P.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways Peak Season A.M. Peak Hour Roadway Volumes A.M. Peak Hour Transit Ridership A.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity (2) A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity A M. Peak Hour Level of Service Vehicles Person- Trips (1) Person- Trips Person- Trips Vehicles Person- Trips 11) Person- Trips Person- Trips Person- Trips V/C Ratio LOS SW 7th Street - between SW 4th Avenue and SW 3rd Avenue WB 1,186 1,660 188 1,848 3,072 4,301 680 4,981 3,133 0.371 C SW 7th Street - between SW 3rd Avenue and SW 2nd Avenue WB 1,693 2,370 188 2,558 3,072 4,301 680 4,981 2,423 0.514 D SW 8th Street - between SW 4th Avenue and SW 3rd Avenue EB 2,244 3,142 115 3,257 3,226 4,516 680 5,196 1,939 0.627 D SW 8th Street - between SW 3rd Avenue and SW 2nd Avenue EB 1,398 1,957 115 2,072 3,072 4,301 680 4,981 2,909 0.416 C SW 2nd Avenue - Between SW 8th Street and SW 9th Street NB 600 840 3,428 4,268 1,454 2,036 8,427 10,463 6,195 0.408 C SB 715 1,001 5,646 6,647 576 806 9,112 9,918 3,271 0.670 D (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2) Directional peak hour capacity derived from the 2009 FDOT Quality/LOS Handbook at the Miami -Downtown DRI. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 21 August 2014 Kimley *Horn Traffic Impact Analysis A.M. and P.M. peak hour capacity analyses were also performed for the study intersections. Table 9 presents the results of the analyses. All study intersections operate at adopted level of service standards with the exception of the intersection of SW 2nd Avenue and SW 8th Street during the P.M. peak hour, which operates at LOS F. Detailed information from the intersection capacity analysis is included in Appendix E. Table 9: Existing Peak Hour Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (secs) SW 4th Avenue & SW 5th Street (two-way, stop-controlledr C (B) 15.0 (14.7) SW 3rd Avenue & SW 5th Street (two-way, stop-controlledr A (B) 9.6 (11.7) SW 4th Avenue & SW 6th Street (signalized) B (B) 19.5 (19.4) SW 3rd Avenue & SW 6th Street (all -way, stop -controlled) A (B) 8.3 (12.0) SW 4th Avenue & SW 7th Street (signalized)IZI D (D) 51.9 (51.3) SW 3rd Avenue & SW 7th Street (signalized) A (A) 9.5 (9.4) SW 2nd Avenue & SW 7th Street (signalized) B (C) 17.4 (24.6) SW 4th Avenue & SW 8th Street (signalized) B (B) 18.0 (12.4) 1-95 Northbound Ramp & 8th Street (free-flow)131 SW 3rd Avenue & SW 8th Street (signalized) B (B) 11.9 (12.7) SW 2nd Avenue & SW 8th Street (signalized) E (F) 75.8 (116.5) Note: (1) Overall intersection LOS not provided for two-way stop -controlled intersections. The minor street with the greatest amount of delay is indicated. (2) Intersection cannot be analyzed in HCM 2010; therefore HCM 2000 was used. (3) Overall intersection LOS is not defined, as intersection operates under free -flow or stop -control conditions. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 22 August 2014 Kimley *Horn Traffic Impact Analysis FUTURE BACKGROUND TRAFFIC CONDITIONS Future background traffic conditions are defined as the expected traffic conditions on the study roadway network in the Year 2019 (corresponding to total build -out of the development) without development of the proposed project. The background traffic volumes are the sum of the existing traffic and additional "background" traffic to account for expected traffic growth in the study area. Background Area Growth Future traffic growth on the transportation network was determined based upon historic growth trends, at nearby FDOT traffic count stations, and a comparison of the 2005 and 2035 traffic volume plots from the Southeast Florida Regional Planning Model (SERPM). Table 10 provides a summary of the analysis. The following FDOT count stations were referenced for this analysis: • FDOT count station no. 2545 located on SW 8th Street, 150 feet west of 1-95 • FDOT count station no. 5095 located on SW 8nd Street, 200 feet west of SW 7th Avenue • FDOT count station no. 5096 located on SW 8nd Street, 200 feet east of SW 7th Avenue Table 10: Area Growth Determination 5-year Historical Trend Analysis 10-year Historical Trend Analysis SERPM Forecast Area wide Final Growth Rate 2005 2035 Growth Rate SW 8th Street west of 1-95 -1.00% 1.85% 275,100 383,700 1.32% 2.67% SW 8th Street west of SW 7th Avenue 3.97% 0.22% SW 8th Street east of SW 7th Avenue 5.04% 2.33% Average 2.67% -0.09% As indicated in Table 10, the 5-year historical trend analysis determined the growth rate to be 2.67 percent (2.67%). The 10-year historical trend growth rate was determined to be negative 0.09% (-0.09%). Traffic volumes for area roadways obtained from the SERPM plots were used K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 23 August 2014 Kimley *Horn Traffic Impact Analysis to calculate a linear growth rate. The SERPM growth rate analysis considered a broader area that includes the overall Brickell District. The calculations for the SERPM volumes determined a linear growth rate of 1.32 percent (1.32%). A compound growth rate of 2.67 percent was used in the analysis. Historical traffic count data, SERPM model volume plots and growth trend calculations are included in Appendix F. Committed Developments City of Miami staff was contacted to determine if any projects that have been approved but not yet completed in the vicinity of the project site should be accounted for in this analysis. The City determined that Brickell CityCentre, Brickell CityCentre North 2, and Brickell Bayview Center are committed developments. These developments were included as background conditions. Available information for these developments is included in Appendix G. Figures 5 presents the A.M. and P.M. peak hour background conditions intersection volumes. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 24 August 2014 NOT TO SCALE 414 th Avenue L 75 (92) 10 (24) r 8 (25) a) SW 5th Street 4 1 4 L 0 (0) 1 (5) r 0 (2) (32) 49 J (34) 18 H (40) 56 id' L 68 (107) 92 (334) r 35 (89) SW 6th Street (49) 10 J (1) 5 (38) 26 8 co .4 4 L 0 (3) •� 11 (21) (13) 21 J cQ (21) 7 J (39) 25 y ml (14) 11 (24) 67 1 •• 610 (1,141) r 687 (559) SW 7th Street L 116 (267) •� 1,176 (1,565) r 418 (784) Legend — Study Roadway Study Intersection XX A.M. Peak Hour Traffic (XX) P.M. Peak Hour Traffic SW 2nd Avenue L 282 (222) ry 4— 1,301 (2,091) 4.1 1 r 135 (152) N 14 (2,005) 2,354 y (75) 99 To 1-95 NB Ramp (E) To 1-95 NB Ramp (E) 14 hi W 4th Avenue Kimley ») Horn 2014 (1,760) 2,667 y (1,141) 1,547 .14 9 (123) 55 J CS1 (2,043) 2,748 (94) 274 I` a 0 j r SW 8th Street 8 PA CA a) s. 14 (246) 313 J (1,639) 2,331 (341) 273 SW 2nd Avenue Figure 5 Future Background Peak Hour Traffic Miami River Development SAP City of Miami, Florida J Kimley *Horn Traffic Impact Analysis PROJECT TRAFFIC Project traffic is defined as the vehicle trips expected to be generated by the project, and the distribution and assignment of this traffic over the roadway network. Existing and Proposed Land Uses Currently, a portion of the site proposed for development is occupied by the following land uses: • 10,871 square -foot bar/nightclub • 9,511 square -feet of warehouse • 11,427 square -feet of general light industrial • 25,310 square -feet of specialty retail • 14 condominium units • 1 single-family detached house Trip generation credit was taken for these existing land uses. As previously indicated, the project proposes to develop six (6) buildings that will be constructed in five (5) phases. The development will include 1,743 high-rise residential condominiums, 181,400 square -feet of office, 292 hotel rooms, 202,000 square -feet of retail, and 13,340 square -feet of quality restaurant. Construction is expected to be completed and the project occupied by the year 2019. Project Access Access to the site's three (3) parking garages is proposed via six (6) driveways. The following provides a summary of each driveway including the land use that is accessed and type of driveway connection. Please note that drop-off driveways are also provided throughout the development. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 26 August 2014 Kimley *Horn Traffic Impact Analysis Access from SW 3rd Avenue - North of SW 6th Street 1. Phase #1/2 south driveway: will provide right-out/left-out only access from the porte- cochere and parking garage 2. Phase #1/2 north driveway: will provide right-in/left-in only access to the porte-cochere and parking garage Access from SW 3rd Avenue - North of SW 7th Street 3. Phase #3 south driveway: will provide right-in/left-in only access to the porte-cochere and parking garage 4. Phase #3 north driveway: will provide right-out/left-out only access from the porte- cochere and parking garage Access from SW 6th Street 5. Phases #1/2 and #3 driveway: will provide full access serving the parking garages for Phases #1/2 and #3 6. Phase #5 driveway: will provide full access serving the porte-cochere and parking garage Trip Generation Proposed vehicular trip generation for the project was calculated using rates and equations contained in the Institute of Transportation Engineers' (ITE) Trip Generation, 9th Edition. ITE Land Use Codes 232 (High -Rise Residential Condominiums/Townhouse), 710 (General Office Building), 310 (Hotel), 820 (Shopping Center), and 931 (Quality Restaurant). Project trips were estimated for the A.M. and P.M. peak hours. In order to account for the urban environment in which the project site is located, transit (multimodal) reduction and pedestrian reduction factors were applied to the site. It is expected that a portion of visitors and residents of the site as well as employees will utilize transit or walk. Miami -Dade County Transit (MDT) provides bus service several routes in the vicinity of the site, in addition to the Metromover and Metrorail. The multimodal and pedestrian reduction factors were calculated for the site using rates outlined in the City of Miami's Development of Regional Impact (DRI) — Increment I and Increment II, which provides multimodal and pedestrian reduction factors to be applied to certain parts of the City. Typically, K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 27 August 2014 Kimley *Horn Traffic Impact Analysis a multimodal reduction of 14.2 percent (14.2%) and a pedestrian reduction of 15.0 percent (15.0%) are used for the Brickell area. However, at the city's request, 10.0 percent (10.0%) was utilized for both the multimodal and pedestrian reductions. A portion of the trips generated by the development will be captured internally on the site. Internal capture trips were determined based upon values contained in the Institute of Transportation Engineers' (ITE), Trip Generation Handbook, June 2004. The expected internal capture rate is 5.9 percent (5.9%) during the A.M. peak hour and 15.3 percent (15.3%) during the P.M. peak hour. ITE trip generation assumes a vehicle occupancy rate of 1.2 persons per vehicle; however, the City of Miami has determined that 1.4 persons per vehicle are more appropriate for the local area. Therefore, vehicular trips will be reduced by 16 percent to adjust for these vehicle occupancy assumptions. The project is expected to generate 759 net new A.M. peak hour vehicular trips (1,063 person -trips) and 1,060 net new P.M. peak hour vehicular trips (1,484 person -trips). A summary of the proposed trip generation is provided in Table 11. Detailed trip generation calculations for the project are presented in Appendix H. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 28 August 2014 Kimley *Horn Traffic Impact Analysis Table 11: Proposed Trip Generation A.M.(P.M.) Peak Hour Driveway Volume Entering Exiting Future Land Use Scale Net External % Trips % Trips (ITE Code) Trips Existing Development General Light Industrial (110) 11,427 sf 9 88% 8 12% 1 (9) (12%) (1) (88%) (8) Warehousing (150) 9,511 sf 18 79% 14 21% 4 (11) (25%) (3) (75%) (8) Single -Family Detached Housing du 9 25% 3 75% 6 (210) 1 (2) (63%) (1) (37%) (1) Residential du 9 17% 2 83% 7 Condominium/Townhouse (230) 14 (10) (67%) (6) (33%) (4) Specialty Retail Center (826) 25,310 sf 0 0% 0 0% 0 (66) (44%) (29) (56%) (37) Drinking Place (925) 10,871 sf 0 0% 0 0% 0 (99) (66%) (65) (34%) (34) Sub -Total 45 27 18 (197) (105) (92) Proposed Development High -Rise Residential 417 19% 79 81% 338 Condominium/Townhouse (232) 1,743 du (420) (62%) (261) (38%) (159) General Office Building (710) 181,390 sf 241 88% 212 12% 29 (204) (17%) (35) (83%) (169) Hotel (310) 292 rooms 120 59% 70 41% 50 (120) (51%) (62) (49%) (58) Shopping Center (820) 202,020 sf 165 62% 102 38% 63 (660) (48%) (317) (52%) (343) Quality Restaurant (931) 13,335 sf 6 50% 3 50% 3 (54) (67%) (36) (33%) (18) Sub Total 949 466 483 (1,458) (711) (747) Net New Development 904 439 465 Net New Project Trips (1,261) (606) (655) ITE/Miami vehicular occupancy 145 71 74 adjustment (16% reduction) (201) (97) (104) Net New Vehicle Trips (vehicles per hour) 759 368 391 (1,060) (509) (551) Person -Trip Conversion (1.4 persons per vehicle) 1,063 516 547 (person -trips) (1,484) (713) (771) K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 29 August 2014 Kimley *Horn Traffic Impact Analysis Trip Distribution and Assignment The likely distribution of project traffic was forecasted for the trips expected to be generated by the proposed development. The trip distribution was based on a cardinal trip distribution for the project site's traffic analysis zones (TAZs) obtained from the Miami -Dade Metropolitan Planning Organization's 2035 Cost Feasible Plan travel demand model. The project is located within two (2) TAZs including 556 and 567. Therefore, an average cardinal distribution was developed based on the two (2) TAZs. The average cardinal distribution is shown in Table 12. Detailed cardinal distribution calculations are contained in Appendix I. Table 12: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 16 East -Northeast 15 East -Southeast 9 South -Southeast 2 South -Southwest 6 West -Southwest 19 West -Northwest 19 North -Northwest 14 Total 100 Figures 6 and 7 show the project trip distribution and assignment at the project driveways and adjacent intersections for the A.M. and P.M. peak hours. The project traffic was then distributed and assigned to the roadway network. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 30 August 2014 1 NOT TO SCALE 14 I. (a o%) (50%) 4- (50%) SW 5th Street SW 3rd Avenue ,20%) 5.0% . 14 5.0% .0 J1 f t (50%) (50%) r (.330%) 0.0%7 Phase 1 North Driveway Phase 1 South Driveway SW 6th Street 1 iP Tr a1 co N � �(7 a1 L Y 4- (35.0%) O. a 0 (15D%) (120%) (10 0%) 11P O n0 o%) r „D Phase 3 North Driveway 14 l4 a Phase 3 South Driveway SW 7th Street 411 IP t 25oi Lecend — Study Roadway Study Intersection XX% Entering Trip Distribution (XX%) Exiting Trip Distribution (250%) IL 10 % c to 14 (la D%1 3o Fg NB Ramp 1r1 12 N SW 8th Street (,0 0%) (20 0%) (5 0%) SW 2nd Avenue Kimley>»Horn 2014 Figure 6 Peak Hour Project Trip Distribution Miami River Development SAP City of Miami, Florida , Legend — Study Roadway Study Intersection XX AM Peak Hour Traffic (X() PM Peak Hour Traffic NOT TO SCALE 14 v I. is (21) 28) i- 20 (28) SW 5th Street a y (25) 10 14 t t 20 (28) 20 (28) r129 (101) 061 i 4 Phase 1 North Driveway Phase 1 South Driveway SW 6th Street 1 t 69 (75) 4- 1a1 (220) r59 83) 39 (55) Phase 1 Driveway 4_ 8 (13) 02 (157) (25) 18 41 12n7) t 12 n7) (00) 7 J (20) (10) 77 1 Phase 3 North Driveway 14 Phase 3 South Driveway SW 7th Street J1 11P AA,A ) ) 66 3 tP VA t 92 122) t39 , 311 14 (66) 67 — (n To1-5508Aama)u (168) 121 (99) 70.1 14 (168) 121 a N SW 8th Street `The traffic volumes at driveways are total project volumes, while traffic volumes at external intersections are net new hips accounting for existing development. 1t Lag (55) 39 4 (109) 77y (28) 2D SW 2nd Avenue Figure 7 Peak Hour Project Trip Assignment Miami River Development SAP City of Miami, Florida/ Kimley»»Horn „© 2014 Kimley *Horn Traffic Impact Analysis FUTURE TOTAL TRAFFIC Total traffic volumes considered in the future year (2019) analysis for this project are the sum of 2019 background traffic volumes and the expected project traffic volumes. Figure 8 presents the total traffic for the study area. Total turning movement volume development worksheets for the study intersections are included in AppendixJ. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 33 August 2014 NOT TO SCALE 414 t 89 (133) 52) r 28 (53) SW 5th Street t 0 (0) 8 (,6) r 0 (2) (32) a9.) (59) (40) 56 414 (13) 2, a (64) 43 (24) 67 Z title S. as (,35) „2 (362) r 146 (225) (a9) ,6.) (94) 59• Phase 1 North Driveway Phase 1 South Driveway SW 6th Street ss J14 ltler t as (75) 4- 141 (220) 0 0 I. 0 (3) 70 (,m) 4.39 (55) Legend — Study Roadway ® Study Intersection XX AM Peak Hour Traffic (XX) PM Peak Hour Traffic tm 3) e oz nn) J1 622 158) 4- 699 (576) (31) ,al (aa) (10) 77 Phase 3 North Driveway ggt 14 Phase 3 South Driveway SW 7th Street J1 file t41 r3 O (63) a (,00) tzoo (394) r, na (1665) 4.418 0%3) t 39 , Jl t 282 (222) r 1375 (2,193) r 135 (152) To 1-95 NB Ramp iE) ToHSxanal,o)r) -31 14 11 11 cri (2,071) 2,401 Kimley>»Horn 2014 (1,883) z (,240) 161T 0 (291) 176 a 1,998) 2 MISMEI 7 01 23 : Cr 0 m ✓ 2 T cn rn le SW 8th Street `The traffic volumes atdriveways are total project volumes, while traffic volumes at extemal intersections are net new trips accounting for existing development. NOTE (1)` Volume removed as site access driveway is proposed to be one-way westbound. Please note this volume is from the existing development that will be demolished. (301) 352 (1,748) 2,408 y (369) 2931 SW 2nd Avenue Figure 8 Future Total Peak Hour Traffic Miami River Development SAP City of Miami, Florida Kimley *Horn Traffic Impact Analysis FUTURE CONDITIONS CAPACITY ANALYSIS Two separate future conditions peak hour capacity analyses were performed. • A transportation corridor (person - trip) capacity analysis • Intersection capacity analysis was performed at the study intersections Future Background Traffic Conditions Tables 13 and 14 present the results of the transportation corridor capacity analysis for the 2019 A.M. and P.M. peak hour background traffic conditions. As indicated in Tables 13 and 14, the corridors have sufficient capacity and are expected to operate at adopted levels of service (LOS E), with the exception of the segment of SW 8th Street between SW 4th Avenue and SW 3rd Avenue during the A.M. peak hour. Table 15 presents the results of the intersection capacity analysis. All intersections are expected to operate at their adopted level of service or better, with the exceptions of the signalized intersections of SW 4th Avenue at SW 7th Street and SW 2nd Avenue at SW 8th Street, which are expected to operate at LOS F during the P.M. peak hour. The intersection of SW 4th Avenue and SW 7th Street also operates at LOS F during the A.M. peak hour. Detailed SYNCHRO 8 outputs are included in Appendix K. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 35 August 2014 Kimsey>»Horn Traffic Impact Analysis Table 13: Future Background A.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2014 Peak Season A.M. Peak Hour Roadway Volumes Growth Rate 2019 Peak Season A.M. Peak Hour Roadway Volumes Committed Development A.M. Peak Hour Transit Ridership 2019 Background A.M. Peak Hour Total Volume (V) Directional Peak Hour Vehicular Capacity Izi A.M. Peak Hour Transit Capacity A.M. Peak Hour Total Capacity (C) A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service Brickell CitiCentre Brickell CitiCentre North 2 Brickell Bayview Center Vehicles Person- Trips ui Vehicles Person- Trips ui Vehicles Person- Trips ui Vehicles Person- Trips ui Vehicles Person- i Trips'Trips Person -Trips Person -Trips Vehicles Person - ui Person -Trips Person -Trips Person -Trips V/C Ratio LOS SW 7th Street - between SW 4th Avenue and SW 3rd Avenue WB 1,029 1,441 2.67% 1,174 1,644 69 97 33 46 24 34 116 1,937 3,072 4,301 680 4,981 3,044 0.389 C SW 7th Street - between SW 3rd Avenue and SW 2nd Avenue WB 1,278 1,789 2.67% 1,458 2,041 148 207 33 46 24 34 116 2,444 3,072 4,301 680 4,981 2,537 0.491 D SW 8th Street - between SW 4th Avenue and SW 3rd Avenue EB 3,099 4,339 2.67% 3,535 4,950 377 528 27 38 5 7 197 5,720 3,226 4,516 680 5,196 -524 1.101 F SW 8th Street - between SW 3rd Avenue and SW 2nd Avenue EB 2,050 2,870 2.67% 2,339 3,274 377 528 27 38 5 7 197 4,044 3,072 4,301 680 4,981 937 0.812 D SW 2nd Avenue - between SW 8th Street and SW 9th Street NB 721 1,009 2.67% 823 1,151 0 0 0 0 0 0 3,960 5,111 1,454 2,036 7,923 9,959 4,848 0.513 D SB 534 748 2.67% 609 853 0 0 0 0 0 0 3,804 4,657 576 806 9,166 9,972 5,315 0.467 D (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2) Directional peak hour capacity derived from the 2013 FDOT Quality/LOS Handbook at the Miami -Downtown DRI. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 36 August 2014 Kimsey »Horn Traffic Impact Analysis Table 14: Future Background P.M. Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2014 Peak Season P.M. Peak Hour RoadwayVolumes Growth Rate 2019 Peak Season P.M. Peak Hour RoadwayVolumes Committed Development P.M. Peak Hour Transit RidershipTotal 2019 Background P.M. Peak Hour Volume (V)Ca Directional Peak Hour Vehicular aci lil p ty P.M. Peak Hour TransitHour Capacity p ty P.M' Peak Hour Total Capacity (C) P.M. Peak Excess CapacityLevel P.M. Peak Hour of Service Brickell citicentre Brickell CitiCentre North 2 Brickell Bayview Center Vehicles Person- Trips lil Vehicles Person- Trips lil Vehicles Person- Trips lil Vehicles Person- Trips lil Vehicles Person- Trips lil Person -Trips Person -Trips Vehicles Person - Trips lil Person -Trips Person -Trips Person -Trips V/C Ratio LOS SW 7th Street - between SW 4th Avenue and SW 3rd Avenue WB 1,186 1,660 2.67% 1,353 1,894 249 349 47 66 3 4 188 2,501 3,072 4,301 680 4,981 2,480 0.502 D SW 7th Street - between SW 3rd Avenue and SW 2nd Avenue WB 1,693 2,370 2.67% 1,931 2,704 533 746 47 66 3 4 188 3,708 3,072 4,301 680 4,981 1,273 0.744 D SW 8th Street - between SW 4th Avenue and SW 3rd Avenue EB 2,244 3,142 2.67% 2,560 3,584 369 517 111 155 18 25 115 4,396 3,226 4,516 680 5,196 800 0.846 D SW 8th Street - between SW 3rd Avenue and SW 2nd Avenue EB 1,398 1,957 2.67% 1,595 2,233 369 517 111 155 18 25 115 3,045 3,072 4,301 680 4,981 1,936 0.611 D SW 2nd Avenue - between SW 8th Street and SW 9th Street NB 600 840 2.67% 684 958 0 0 0 0 0 0 3,428 4,386 1,454 2,036 8,427 10,463 6,077 0.419 C SB 715 1,001 2.67% 816 1,142 0 0 0 0 0 0 5,646 6,788 576 806 9,112 9,918 3,130 0.684 D (1) Volumes (vehicles) were converted to person -trips using 1.4 person/vehicle occupancy per City of Miami standards. (2) Directional peak hour capacity derived from the 2013 FDOT Quality/LOS Handbook at the Miami -Downtown DRI. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 37 August 2014 Kimsey ))Horn Traffic Impact Analysis Table 15: Future Background Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (secs) SW 4th Avenue & SW 5th Street (two-way, stop -controlled)(') C (C) 17.4 (16.9) SW 3rd Avenue & SW 5th Street (two-way, stop -controlled)(') A (B) 9.6 (12.2) SW 4th Avenue & SW 6th Street (signalized) B (C) 19.7 (20.8) SW 3rd Avenue & SW 6th Street (all -way, stop -controlled) A (B) 8.4 (13.6) SW 4th Avenue & SW 7th Street (signalized)(2) 4) (4) F (F) (4) (4) 94.9 (101.7) SW 3rd Avenue & SW 7th Street (signalized) B (A) 10.1 (9.9) SW 2nd Avenue & SW 7th Street (signalized) C (E) 21.8 (65.8) SW 4th Avenue & SW 8th Street (signalized) D (B) 36.0 (19.0) 1-95 Northbound Ramp & SW 8th Street (free-flow)(3) SW 3rd Avenue & SW 8th Street (signalized) C (D) 33.4 (53.7) SW 2nd Avenue & SW 8th Street (signalized)(4) E (F) 62.2 (91.1) Note: (1) Overall intersection LOS not provided for two-way stop -controlled intersections. The minor street with the greatest amount of delay is indicated. (2) Intersection cannot be analyzed in HCM 2010; therefore HCM 2000 was used. (3) Overall intersection LOS is not defined, as intersection operates under free -flow or stop -control conditions. (4) Signal timings optimized. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 38 August 2014 Kimley »Horn Traffic Impact Analysis Future Total Traffic Conditions Tables 16 and 17 present the results of the transportation corridor capacity analysis for the 2019 A.M. and P.M. peak hour total traffic conditions. As indicated in these tables, all corridors are expected to have sufficient capacity and are expected to operate at adopted levels of service (LOS E or better) with the exception of SW 8th Street between SW 4th Avenue and SW 3rd Avenue which is expected to operate at LOS F during the A.M. peak hour. The project is expected to assign project traffic equivalent to 5.2 percent of the segment capacity on this segment and adds project traffic equivalent to 4.5 percent to the segment volume. Please note that the project proposes an additional through lane on this segment which will act as a left -turn "drop" lane at the intersection of SW 3rd Avenue. With the proposed improvement, the roadway segment is expected to operate at LOS D during both the A.M. and P.M. peak hours. A detailed graphic of the improvement is provided in Appendix M. Table 18 presents the results of the intersection capacity analysis for the 2019 A.M. and P.M. peak hour total traffic conditions. All of the intersections are expected to operate at adopted level of service standard or better, with the exception of the signalized intersection of SW 4th Avenue and SW 7th Street, which is expected to operate at LOS F during the A.M. and P.M. peak hours. The project assigns traffic equivalent to 6.1 percent of the overall traffic volume at this intersection during the A.M. peak hour and 7.8 percent during the P.M. peak hour. The project proposes several improvements at this intersection including an auxiliary lane from the 1-95 southbound off -ramp and an additional through lane at the southbound approach of SW 4th Avenue. With these improvements constructed, the intersection is expected to operate at LOS E during both the A.M. and P.M. peak hours. Detailed SYNCHRO 8 outputs are included in Appendix L. Two (2) alternatives were developed for the subject intersection and are contained in Appendix M. Alternative 1 has a minimum impact on the parking lot beneath 1-95. However, this alternative creates a large intersection footprint. Alternative 2 minimize the intersection footprint by encroaching into the parking lot beneath 1-95. The alternatives will be coordinated with FDOT to determine the feasibility of implementation. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 39 August 2014 Kimsey »Horn Traffic Impact Analysis Additional improvements are proposed by the project to improve site circulation and off -site intersection operation. These improvements include: • Re -designate the southbound approach at the intersection of SW 8th Street and SW 2nd Avenue with an exclusive left -turn lane and through lane. As a result, the intersection operates at LOS D during the A.M. peak hour and LOS B during the P.M. peak hour. Currently, the southbound approach is marked as a shared through/left-turn lane and through lane. • Convert one-way traffic northbound on SW 3rd Avenue to two-way (northbound/southbound) traffic between SW 7th Street and SW 6th Street. 50 percent of traffic from the westbound left -turn movement at the intersection of SW 6th Street and SW 4th Avenue was reassigned to the southbound approach at the intersection of SW 7th Street and SW 3rd Avenue. Please note that approximately six (6) on -street parking spaces along the west side of SW 3rd Avenue will need to be removed in order to accommodate two-way traffic on SW 3rd Avenue. The intersection of SW 7th Street and SW 3rd Avenue will operate at adopted levels of service with the proposed modification constructed. Detailed analysis calculations are contained in Appendix L and detailed trip assignment and volume development calculations are included in Appendix J. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 40 August 2014 Kimsey »Horn Traffic Impact Analysis Table 16: Future Total A.M Peak Hour Transportation Corridor Segment Conditions Principal Roadways 2019A.M. Peak Hour Total Volume Project A.M. Peak Hour Distribution (Maximum) ProjectA.M. Peak Hour Assignment 2019A.M. Peak Hour Total Volume (V) 2019A.M. Peak Hour Total Capacity (C) 2019A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C Ratio LOS SW7thStreet- between SW 0%In 0 WB 1,937 1,970 4,981 3,011 0.396 C 4th Avenue and SW 3rd Avenue 6% Out 33 SW 7th Street- between SW 35% In 181 WB 2,444 2,625 4,981 2,356 0.527 D 3rd Avenue and SW 2nd Avenue 0% Out 0 SW 8th Street - between SW 33% In 170 4th Avenue and EB 5,720 5,988 6,714 726 0.892 D SW 3rd 18% Out 98 Avenue(' SW 8th Street- between SW 0% In 0 EB 4,044 4,235 4,981 746 0.850 D 3rd Avenue and SW 2nd Avenue 35% Out 191 SW 2nd Avenue NB 5,111 5% In 26 5,137 9,959 4,822 0.516 D 0% Out 0 - between SW 8th Street and 0% In 0 SW 9th Street SB 4,657 4,684 9,972 5,288 0.470 D 5% Out 27 Note: (1) Corridor segments with proposed improvements. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 41 August 2014 Kimsey »Horn Traffic Impact Analysis Table 17: Future Total P.M. Peak Hour Transportation Corridor Segment Conditions Princi al Roadways P Y 2019 A.M. Peak Hour Total Volume Project A.M. J Peak Hour Distribution (Maximum) Project A.M. Peak Hour Assignment 2019 A.M. Peak Hour Total Volume (V) 2019 A.M. Peak Hour Total Capacity (C) 2019 A.M. Peak Hour Excess Capacity A.M. Peak Hour Level of Service Person -Trips Person -Trips Person -Trips Person -Trips Person -Trips V/C Ratio LOS SW 7th Street- between SW 0% In 0 WB 2,501 2,547 4,981 2,434 0.511 D 4th Avenue and SW 3rd Avenue 6% Out 46 SW 7th Street- between SW 35% In 250 WB 3,708 3,958 4,981 1,023 0.795 D 3rd Avenue and SW 2nd Avenue 0% Out 0 SW 8th Street - between SW 33% In 235 4th Avenue and EB 4,396 4,770 6,714 1,944 0.710 D SW 3rd 18% Out 139 Avenue' SW 8th Street- between SW 0% In 0 EB 3,045 3,315 4,981 1,666 0.666 D 3rd Avenue and SW 2nd Avenue 35% Out 270 SW 2nd Avenue NB 4,386 5% In 36 4,422 10,463 6,041 0.423 C 0% Out 0 - between SW 8th Street and 0% In 0 SW 9th Street SB 6,788 6,827 9,918 3,091 0.688 D 5% Out 39 Note: (1) Corridor segmen s with proposed improvements. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 42 August 2014 Traffic Impact Analysis Table 18: Future Total Intersection Conditions Intersection Peak Hour Overall Level of Service A.M. (P.M.) LOS Delay (secs) SW 4th Avenue & SW 5th Street (two-way, stop-controlled)111 C (D) 23.0 (26.2) SW 3rd Avenue & SW 5th Street (two-way, stop-controlled)111 B (C) 10.5 (15.1) SW 4th Avenue & SW 6th Street (signalized) B (C) 19.9 (27.4) SW 3rd Avenue & SW 6th Street (all -way, stop -controlled) B (E) 12.5 (40.3) SW 4th Avenue & SW 7th Street (signalized)121 F (F) 128.2 (129.1) (4) (4) F (F) (4) (4) 127.1 (129.1) D(5) (E)(5) 50.4(5) (68.2)(5) SW 3rd Avenue & SW 7th Street (signalized) B (D) 10.1 (50.2) SW 2nd Avenue & SW 7th Street (signalized) C (E)(4) 23.4 (76.5)(4) SW 4th Avenue & SW 8th Street (signalized) D (C) 42.7 (22.2) D(5) (C)(5) 41.8(5) (22.1)(5) 1-95 Northbound Ramp & SW 8th Street (free-flow)(3) SW 3rd Avenue & SW 8th Street (signalized) D (E) 45.3 (72.6) D(5) (D)(5) 39.1(5) (50.8)(5) SW 2nd Avenue & SW 8th Street (signalized) F (F) 122.3 (171.4) D(4) (B)(4) 52.8(4) (18.1)(4) Building 3 North Entry Driveway & SW 3rd Avenue (free-flow)(3) - - Building 3 South Exit Driveway & SW 3rd Avenue (one-way, stop -controlled) B (B) 10.1 (12.6) SW 6th Street & Building 2 Driveway (one-way, stop -controlled) A (A) 8.8 (9.2) Building 1 North Exit Driveway & SW 3rd Avenue (one-way, stop -controlled) B (B) 10.5 (13.0) Building 1 South Entry Driveway & SW 3rd Avenue (free-flow)(3) - - SW 7th Street & Proposed SW 2.5 Avenue (free-flow)(3) - - Note: (1) Overall intersection LOS not provided for two-way stop -controlled intersections. The minor street with the greatest amount of de ay is indicated. (2) Intersection cannot be analyzed in HCM 2010; therefore HCM 2000 was used. (3) Overall intersection LOS is not defined, as intersection operates under free -flow or stop -control conditions. (4) Signal timings optimized. (5) Intersection with proposed improvements. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 43 August 2014 Kimsey ,»Horn Traffic Impact Analysis DEVELOPMENT ENTRY GATE ANALYSIS Three (3) entries to the parking garages are provided for the development. To provide for a conservative analysis, each entry gate was assumed to provide one (1) lane and provide resident and guest access utilizing a push-button ticket dispenser to enter the development. The analysis was performed using the methodology outlined in Parking Structures 3rd Edition: Planning, Design, Construction, Maintenance, and Repair (Anthony P. Chrest, Mary S. Smith, Sam Bhuyan, Mohammad Igbal, and Donald R. Monahan, 2001) and was utilized to perform a queuing analysis for the entry gates. Based on the trip generation prepared, the development is expected to generate a total of 797 A.M. peak hour driveway trips (391 entering and 406 exiting) and 1,225 P.M. peak hour driveway trips (597 entering and 628 exiting). Volumes at the three (3) entries were determined based on the assignment of trips at each site access driveway. It was assumed that the average service rate per lane for residents and guests would be approximately 400 vehicles per hour (9 seconds per vehicle), based on Parking Structures 3rd Edition: Planning, Design, Construction, Maintenance, and Repair. In order to estimate the queue length, a traffic intensity ratio was calculated for residents and guests. Traffic intensity is defined as the hourly arrival rate divided by the hourly service rate. The entrance for Phase #1/2 will provide a minimum of one (1) 150-foot storage lane for use by residents and guests, including the service position. The entrance for Phase #3 will provide a minimum of one (1) 50-foot storage lane for use by residents and guests, including the service position. The entrance for Phase #5 will provide a minimum of one (1) 50-foot storage lane for use by residents and guests, including the service position. Results of the analysis are summarized in Table 19 and detailed analyses are included in Appendix N. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 44 August 2014 Kimiey.»Horn Traffic Impact Analysis Table 19: A.M. and P.M. Peak Hour Traffic Entry Intensity Project Driveway Entry Gate Analysis A.M Peak Hour (P.M. Peak Hour) Entering Volumes (vph) Service Rates (vph) Traffic Intensities 90th Percentile Queue behind Service Position Phase #1/2 184 (281) 400 0.46 (0.7025) 1 vehicle (5 vehicles) Phase #3 102 (155) 400 0.255 (0.3875) <1 vehicle (1 vehicle) Phase #5 105 (161) 400 0.2625 (0.4025) <1 vehicle (1 vehicle) The traffic intensity for the resident/guest entry lane was plotted on the single -channel queue curves to determine the queue length behind the service position included in the Appendix N. The 90th percentile queue length for the resident/guest lanes for Phase #1/2 is less than one (1) vehicle behind the service position (push-button) during the A.M. peak hour and one (1) vehicle during the P.M. peak hour. The 90th percentile queue length for the resident/guest lanes for Phase #3 is one (1) vehicle behind the service position (push-button) during the A.M. peak hour and five (5) vehicles during the P.M. peak hour. The 90th percentile queue length for the resident/guest lanes for Phase #5 is less than one (1) vehicle behind the service position (push- button) during the A.M. peak hour and one (1) vehicle during the P.M. peak hour. The site entrances will provide a minimum of one (1) 150-foot storage lane for Phase #1/2 (including service position), a minimum of one (1) 50-foot storage lane for Phase #3 (including service position), and a minimum of one (1) 50-foot storage lane for Phase #5 (including service position) for use by residents and guests. All anticipated queues can be accommodated without queues extending into SW 3rd Avenue. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 45 August 2014 Kimiey.»Horn Traffic Impact Analysis TRANSPORTATION CONTROL MEASURES PLAN AND PROPOSED IMPROVEMENTS A Transportation Control Measures Plan is proposed to reduce the impacts of the project traffic on the surrounding roadway network. Miami -Dade County provides public transit in close proximity to the project site. In addition, other measures are under consideration to encourage people to use public transportation, use bicycles and walk, use car/vanpools, and find alternatives to the typical workday hours. Examples of these incentives include, but are not limited to: • Providing transit information within the site including route schedules and maps • Providing convenient and secure areas for bicycles • Providing other transit -oriented amenities The applicant intends to make the site bicycle/pedestrian- and transit -friendly and will consider these features for incorporation into the site. Bicycle Facility Considerations The development is contemplating improvements and amenities for bicyclists. These improvements may include bicycle lanes along with short-term and long-term bicycle parking. Specific improvements will be developed. City of Miami Biscayne/Brickell Trolley The Miami River Development SAP is contemplating a transit stop within the development on SW 3rd Avenue to accommodate the City's future trolley grid system extension. This improvement will be coordinated with the City of Miami. Miami Riverwalk The project will extend the Riverwalk from the NW 2nd Avenue Bridge to Jose Marti Park, pool area. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 46 August 2014 Kimiey.»Horn Traffic Impact Analysis CONCLUSION This traffic impact study assessed the impacts of the Miami River Development Special Area Plan project on the surrounding transportation network. The analysis was conducted in accordance with the City of Miami requirements, analyzing transportation corridor segments and intersections. Trip generation calculations indicate that the project is expected to generate 759 new vehicular trips and 1,063 person -trips during the A.M. peak hour and 1,060 new vehicular trips and 1,484 person -trips during the PM. peak hour. Project trips were assigned to the roadway network based on a cardinal trip distribution obtained from the 2035 Cost Feasible Plan. Transportation corridor segments capacity analyses and intersection capacity analyses were performed for existing conditions and for future conditions with and without project traffic. Results of the analyses demonstrate that the transportation corridors and intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours, with the exception of the segment of SW 8th Street between SW 4th Avenue and SW 3rd Avenue during the A.M. peak hour, which operates at LOS F, and the signalized intersection of SW 4th Avenue and SW 7th Street during the A.M. and P.M. peak hours, which operates at LOS F. Please note that the project proposes an additional through lane for the SW 8th Street segment between SW 4th Avenue and SW 3rd Avenue. With the proposed improvement, the roadway segment is expected to operate at LOS D during both the A.M. and P.M. peak hours. The project proposes several improvements at the intersection of SW 4th Avenue and SW 7th Street including an auxiliary lane from the 1-95 southbound off -ramp and an additional through lane at the southbound approach of SW 4th Avenue. With these improvements constructed, the intersection is expected to operate at LOS E during both the A.M. and P.M. peak hours. It should be noted that the project proposes to re -designate the southbound approach at the intersection of SW 8th Street and SW 2nd Avenue with an exclusive left -turn lane and through lane. As a result of this improvement the intersection will operate at adopted levels of service during the peak hours. The project also proposes to convert one-way northbound traffic on SW K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 47 August 2014 Kimiey.»Horn Traffic Impact Analysis 3rd Avenue to two-way (northbound/southbound) traffic between SW 7th Street and SW 6th Street. Please note that approximately six (6) on -street parking spaces along the west side of SW 3rd Avenue will need to be removed in order to accommodate two-way traffic on SW 3rd Avenue. The intersection of SW 7th Street and SW 3rd Avenue will operate at adopted levels of service with the proposed modification constructed during the peak hours. The project is contemplating a series of improvements including bicycle lanes, short-term and long-term bicycle parking, a transit stop as part of the City's future grid trolley service, and Riverwalk improvements. These improvements will encourage people travel to and from the project to use public transportation as well as promoting bicycling and walking. K:\FTL_TPTO\043615000-Riverfront SAP\Report\Riverwalk TIA 08 05 14.docx Page - 48 August 2014 VER SPECIAL AREA PLAN 44 SW 6 Street, 635 SW 3 Avenue, 243 SW 7 Street, 260 W 3 Avenue, 224 SW 6 Street, 220 SW 6 Street, 501 SW 6 Street, 401 SW 3 Avenue, 253 SW 7 Street, 219 SW 7 ortion of Jose Marti Park N SUBJECT TO COMPLIANCE WITH MIAMI21 CODE, AND ALL APPLICABLE CRITERIA, CONSIDERATIONS, AND nance 13114, the Zoning Ordinance of the City of Miami, r "Miami River Special Area Plan" at the addresses listed above a has been submitted and reviewed to allow an application for a S`► '"}, subject to all applicable criteria found in the Miami21 Code. The proposed Miami River SAP is comprised of approximately 444,696 square feet of Lot Area (approximately 10.2 acres) inclusive of City -owned land: a portion of Jose Marti Park, and sections of the SW 3 Avenue, SW 6 Street, and SW 5 Street right of ways. The Miami River SAP will modify the Transect Zone regulations that are applicable to the subject parcels to the extent indicated herein. Where a section is not specifically modified, the regulations and restrictions of the Miami21 Code apply. The preliminary development program totals approximately 4,181,087 square feet of development, consisting of the following uses: approximately 1,678 residential units, 330 lodging units, 66,541 square feet of office space, and 176,350 square feet of commercial. These square footages are approximate and may increase or decrease at the time of building permit not to exceed a total of 4,181,087 square feet of floor area. This preliminary mix of uses will be supported by an anticipated parking inventory of 2,376 parking spaces, where 2,362 parking spaces are required, available within SAP area. A companion land use plan amendment will establish a new Residential Density Increase Area (RDIA) to permit the development of up to 400 dwelling units per acre within the portion of the SAP area designated Restricted Commercial land use on the FLUM. City Commission review and approval of the waterfront setback conditions for Phase IV will be required pursuant to Section 3(mm) of the City Charter. SPECIAL AREA PLAN, as per ARTICLE 3, Section 3.9 and Article 7, Section 7.1.2.8, to allow parcels greater than nine (9) abutting acres in size to be master planned. This master plan area is to allow a greater integration of public improvements and Infrastructure and greater flexibility so as to result in higher or specialized quality buildings, river walk, and streetscape design. Devin Cejas Date Zoning Plans Processor Office of Zoning 444 SW 2ND AVE 4Th FLOOR MIAM[, FL 33130 SAP W W W.MIAM[GOV.COM RIVER LANDING City of = _co' Miami op `''EE1,1r MIAMI 21 CODE — ZONING REFERRAL r ////,fir rr G , * 1NC88P HATED ., 18 as . rrr * 'r ,' y Address of property(ies): 257 SW 7 Street, 233 SW 7 Street, 244 SW 6 Street, 635 SW 3 Avenue, 243 SW 7 Street, 260 SW 6 Street, 242 SW 5 Street, 621 SW 3 Avenue, 224 SW 6 Street, 220 SW 6 Street, 501 SW 3 Avenue, 645 SW 3 Avenue, 252 SW 6 Street, 401 SW 3 Avenue, 253 SW 7 Street, 219 SW 7 Street, 275 SW 6 Street, three (3) vacant parcels, and eastern portion of Jose Marti Park Attached documents are for the following permit application: Waiver Appeal Exception `-'1 Special Area Plan Warrant Appeal Amendment to the Code Zoning Change Variance Other COMMENTS: Referral seeks approval for the proposed Special Area Plan (SAP) referred to as Miami River Special Area Plan. Devin Cejas 4/27/2015' Office of Zoning Date PrintForm (1) CITY OF MIAMI For Office Use Only: Check# Receipt# Ethics Certificate Office of the City Clerk, 3500 Pan American Drive, Miami, FL 33133 Phone: (305) 250-5360 Lobbyist Name: Tapanes LOBBYIST REGISTRATION Llahues, Melissa Last Name, First Name, Middle Initial Business Phone: (305) 374-5300 Business Address 200 South Biscayne Blvd., Ste. 850, Miami, FL Zip 33131 E-Mail Address mtapanes@brzoninglaw.com (2) Principal Represented CG Miami River, LLC (3) Principal's Business Address2915 Biscayne Boulevard, Suite 300, Miami, FL Zip 33137 (If different from above) Specific issue lobbyist has been retained to lobby (if representing a corporation, partnership or trust, give business address of chief officer, partner, or beneficiary of same, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust). Land Use, Zoning and Permitting Matters (4) Lobbyists shall state the extent of any business association or financial relationship with any member(s) of the City Commission, any member of City staff before whom he/she lobbies or intends to lobby. (If applicable, please explain) N/A Lobbyists shall pay all registration fees ($525.00 annually, plus $105.00 for each principal represented and for each issue a lobbyist has been retained to lobby on behalf of any one principal), and specifically define the issue for which they are employed. The Clerk shall reject any statement which does not detail the issue for which the lobbyist has been employed. Lobbyist submit a certificate of %. rFar".klE € tRb I` El Ea kir Public Trust s or C r 3 ethics course lsrca. iel °�1 l o tip€ I<<;tiP,,._i1 o-clt t:c registering, g, I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Sections 2-651 through 2-658 of the City of Miami Code, as amended, including "annual registration, withdrawal, reporting requirements, definitions, examinations, penalties for violations and contingency fees." State of Florid., County of Miami -Dade Sworn to and bs ibed before me Jjais �t day of i , rdaat� Notary Public State of Florida Ana Hernandez My Commission EE075919 Expires 04/29/2015 rt) Signature Notary o\Deputy Clerk Note: Annual Registration Fee: Effective through 12/31/2014 4 City of Nharni OFFICIAL. RECEIPT dec. Sule$, T•dd: Fieceived Adar9,soi:..9 For This Ficceict ittit tiALID tiniess (toted, tilled ittrid signect dettticititied ern- pioytte of ittettiartittitint or dtvision [EN -- instated herectri arid tittle the City [las colitticted the proceeds of el-ryg• checks Tereie.,•dee as mityinent ttetifittic C EN/TM 402 Hop 03/03 Noe, d•-:740,-• 4, Date: ,.. Lf..0.1.C. _.i..,L.,..e,0,1 ..... / Dokxre . e,,,,,,;.1„...061 • iMifttiot lit e 1\10 • . Distribu:tiorn WNW - CREnrunen Canary - Gnarl:NG. FEW- nutting Departrnent BERCOW RADELL & FERNANDEZ, OPERATING ACCOUNT 200 :SOUTH BISCAYNE: BOULEVARD; SUITE 850: • KAM!, FLORIDA: 33131 *** One Hundred Five AY 3 THE EDER F: GI ry OF MIAMI DATF UST ACH RT 061 d140104 April 24, 20 5 Etddi115-631 tig..,737C217Z: AMOUNT **************************************** oadioo 105.00 °0:1 1.0J4110,1t. AUTP4OnVED St-Gt4An,RE R.L.. Lobbyist Registration 11'0000 I Lci 2D' I:0B 3 i0 215 21: /0001Ei00976 11 92 Print: Form (1) Lobbyist Name: CITY OF MIAMI For Office Check# Use Only: Receipt# 5 Ethics Certificate he City Clerk, 3500 Pan American Drive, Miami, FL 33133 Phone: (305) 250-5360 LOBBYIST REGISTRATION Koshal, Carli Last. Name, First Name, Middle Initial Business Phone: (305) 374-5300 Business Address 200 South Biscayne Blvd. , Ste. 850, Miami, FL Zip 33131 E-Mail Address ckoshal@brzoninglaw.com (2) Principal Represented CG Miami River, LLC (3) Principal's Business Address2915 Biscayne Boulevard, Suite 300, Miami, FL Zip 33137 (If different from above) Specific issue lobbyist has been retained to lobby (if representing a corporation, partnership or trust, give business address of chief officer, partner, or beneficiary of same, and the names and addresses of all persons holding, directly or indirectly, at least five percent (5%) ownership interest in said corporation, partnership or trust). Land Use, Zoning and Permitting Matters (4) Lobbyists shall state the extent of any business association or financial relationship with any member(s) of the City Commission, any member of City staff before whom he/she lobbies or intends to lobby. (If applicable, please explain) N/A Lobbyists shall pay all registration fees ($525.00 annually, plus $105.00 for each principal represented and for each issue a lobbyist has been retained to lobby on behalf of any one principal), and specifically define the issue for which they are employed. The Clerlc shall reject any statement which does not detail the issue for which the lobbyist has been employed. atralicate of completion of an € .l` led by MintrboDa / County tty i aa,s ;h: 1 .a (so S uh Ethics E1 Pu t it I do solemnly swear that all of the foregoing facts are true and correct, and I have read or am familiar with the provisions contained in Sections 2-651 through 2-658 of the City of Miami Code, as amended, including "annual registration, withdrawal, reporting requirements, definitions, examintations, penalties for violations and contingency fees." t State of Florida, County of Miami -Dade Sworn to and scri ed before me this day of , sr'`�R Notary Publk Stale of Florida Ana Hemandez z My Commission EE075919 of ndF Expires 04/29/2015 Notary or Dep/ty Clerk Note: Annual Registration Fee: Effective through 12/31/2014 Cit y tyl Miami OFFICIAL RECEIPT c F'N/TM 402 Rev, 03/03 31 S $ frirl :111 • : : Str44,:411:•• •, itt rttri iitiff • dA.„1111,1,,,...r.;,4 _ Tins Froceint rust VAL...ifi) untess da.ted, By:.,.....................n........1_,_si filled in and sidrted by authorized ern- pidyne of department or divisio1n des- Diffpartrnipirr Sin L--- :,,--4-!•'---- i ;plated hereon and Uraii the Cfry has rii, fr cratiscried the protterecid of esti checks 0)001bred as pa.yrnent fter11in. Distribution: While -Customer, Canary' - ['Mance: Rink - issuing Department BERCOVV RADELL & FERNANDEZ OPERATING NCCOUNT 200 SOUTH INSCANNEBOULEVARD, .SOFEt NENN E(0RTA13131. latitifteitietitirrift NO _„ _tfif 40 UST ACH T 00 1000104 63i215-631 w-rEENEv *44 One Hundred Five ************************************************ 001100 erry or MIAMI DATF" April 24, 2015 AmeitiNT $ 105.00 1192 Lobbyist Rsistratiori 0 0 0 0 L 2 06 1: 0 6 3 0 2 L E 33J 10 0 CD LOD ri 6 Ei L*: Development Agreement Draft 7/7/15 DEVELOPMENT AGREEMENT BETWEEN CITY OF NHANH, FLORIDA AND CG NHANH RIVER OWNER, LLC, REGARDING APPROVAL OF THE NHANH RIVER SPECIAL AREA PLAN AND RELATED DEVELOPMENT This is a Development Agreement ("Agreement") made this day of 2015 between CG Miami River, LLC, a Delaware corporation, (the "Developer") and the City of Miami, Florida, a municipal corporation and a political subdivision of the State of Florida (the "City") (the Developer and the City are together referred to as the "Parties"). WITNESSETH WHEREAS, the Developer is the fee simple owner to 6.2 acres of the property in Miami -Dade County, Florida, shown and legally described in Exhibit "A", located between SW 7th Street on the south, the Miami River on the north, SW 2nd Avenue on the east, and SW 3rd Avenue on the west, within the City (the "Property"); and WHEREAS, the Property is designated Industrial/Port of Miami River or Restricted Commercial on the Future Land Use Map, within the Urban Central Business District (UCBD) and the Little Havana Residential Density Increase Area according to the Miami Comprehensive Neighborhood Plan ("Comprehensive Plan"), shown in Exhibit "B"; and WHEREAS, the Property is impacted by the Coastal High Hazard Area along the Miami River; and WHEREAS, the Property is zoned D3 Waterfront Industrial or T6-36B-O Urban Core, according to the Miami 21 Zoning Code ("Miami 21"), shown in Exhibit "C"; and WHEREAS, the Property is currently underutilized in that it consists of vacant and underdeveloped lots; and WHEREAS, the Property is located in an Empowerment Zone for which the City envisions redevelopment through community -based partnerships to encourage economic revitalization and sustainable community development; and WHEREAS, the current status of the Property is inconsistent with the City's vision to develop a world class downtown, and wishes to encourage development of the Property; and WHEREAS, the City of Miami and the Developer wish to redevelop the Property as a high density, mixed use, pedestrian oriented urban development providing much needed retail uses and amenities for the urban center; and WHEREAS, a process exists within Miami 21 which allows parcels of more than nine (9) abutting acres to be master planned to allow greater integration of public improvements and infrastructure, and greater flexibility so as to result in higher or specialized quality building and streetscape design; and #550255.doc Development Agreement Draft 7/7/15 WHEREAS, the result of this master planning process is known as a "Special Area Plan" ("SAP"); and WHEREAS, the City of Miami is the fee simple owner of four (4) acres of the Property in Miami -Dade County, Florida, shown in Exhibit "D", adjacent to the Developer's property and located along the Miami River, within the City; and WHEREAS, on April 30, 2015, the Developer filed an application with the City for approval of the Miami River SAP with a total of 10.2 acres of land shown in Exhibit "E" ("SAP Application Area") in order to redevelop the Property as a mixed use development with residential and lodging units, retail, restaurants, working waterfront uses, office, and other amenities, including a public riverwalk (the "Miami River SAP"); and WHEREAS, the City serves as co -applicant for approval of the Miami River SAP; and WHEREAS, the Project location on the Miami River will allow for use and enjoyment of the Miami River by its residents and patrons, and the general public as well; and WHEREAS, the Project will create certain recurring fiscal benefits for the City of Miami's tax base as well as much needed temporary and permanent jobs; and WHEREAS, the City and the Developer wish for the development of the project to proceed substantially in accordance with the "Miami River SAP Regulating Plan" and "Design Guidelines" attached as Exhibit"F"; and WHEREAS, the City and the Developer wish for development of the Miami River SAP to proceed in a manner which is consistent with the Comprehensive Plan, Miami 21, the City Charter, the Miami River Greenway Action Plan, and the Miami River Corridor Urban Infill Plan; and WHEREAS, the lack of certainty in the approval of development can result in a waste of economic and land resources, discourage sound capital improvement planning and financing, escalate the cost of housing and development, and discourage commitment to comprehensive planning; and WHEREAS, as a condition to the approval of the Project, the Developer must enter into a Development Agreement pursuant to Section 3.9.1.f. of Miami 21; and WHEREAS, assurance to a developer that it may proceed in accordance with existing laws and policies, subject to the conditions of the Development Agreement, strengthens the public planning process, encourages sound capital improvement planning and financing, assists in assuring there are adequate capital facilities for the development, encourages private participation in comprehensive planning, and reduces the economic cost of development; and WHEREAS, the City Commission pursuant to Ordinance adopted on #550255.doc Development Agreement Draft 7/7/15 , 2015 has authorized the City Manager to execute this Agreement upon the terms and conditions as set forth below, and the Owner/Assignor and Assignees have been duly authorized to execute this Agreement upon the terms and conditions set forth below. NOW THEREFORE, in consideration of the mutual covenants contained herein, it is hereby understood and agreed: Section 1. Consideration. The Parties hereby agree that the consideration and obligations recited and provided for under this Agreement constitute substantial benefits to both parties and thus adequate consideration for this Agreement. Section 2. Rules of Legal Construction. For all purposes of the Agreement, unless otherwise expressly provided: (a) A defined term has the meaning assigned to it; (b) Words in the singular include the plural, and words in plural include the singular; (c) A pronoun in one gender includes and applies to other genders as well; (d) The terms "hereunder", "herein", "hereof', "hereto" and such similar terms shall refer to the instant Agreement in its entirety and not to individual sections or articles; (e) The Parties hereto agree that this Agreement shall not be more strictly construed against either the City or the Developer, as all parties are drafters of this Agreement; and (f) The recitals are true and correct and are incorporated into and made a part of this Agreement. The attached exhibits shall be deemed adopted and incorporated into the Agreement; provided however, that this Agreement shall be deemed to control in the event of a conflict between the attachments and this Agreement. Section 3. Definitions. Capitalized terms which are not specifically defined herein shall have the meaning given in Miami 21. "Agreement" means this Development Agreement between the City, the Owner/Assignor,and the Assignee. "City" means the City of Miami, a municipal corporation of the State of Florida, and all departments, boards, committees, agencies and instrumentalities subject to the jurisdiction thereof. "Comprehensive Plan" means the comprehensive plan known as the Miami Comprehensive Neighborhood Plan, (MCNP) adopted by the City pursuant to Chapter 163, Florida Statutes (2014), meeting the requirements of Section #550255.doc Development Agreement Draft 7/7/15 163.3177, Florida Statutes (2014); Section 163.3178, Florida Statutes (2014) and Section 163.3221(2), Florida Statutes (2014), which are in effect as of the Effective Date of the Agreement. "County" means Miami -Dade County, a political subdivision of the State of Florida. "Development" means the carrying out of any building activity, the making of any material change in the use or appearance of any structure or land, or the dividing of land into three or more parcels and such other activities described in Section 163.3221(4), Florida Statutes (2014). "Development permit" includes any building permit, zoning permit, subdivision approval, rezoning, certification, special exception, variance, or any other official action of local government having the effect of permitting the development of land. "Effective Date" is the date of recordation of the executed, original version of this Agreement. "Existing Zoning" is (a) Miami 21 Code, effective May 2010, as amended, specifically including the Miami River SAP, and (b) the provisions of the Charter and City Code of Miami ("Code") which regulate development, specifically including Chapters 10, 13, 22, 23, 36, 54, 55 and 62 of the Code as amended through the Effective Date, which together comprise the effective land development regulations governing development of the Property as of the Effective Date. "Land" means the earth, water, and air, above, below, or on the surface and includes any improvements or structures customarily regarded as land. "Laws" means all ordinances, resolutions, regulations, comprehensive plans, land development regulations, and rules adopted by a Local and State government affecting the development of land. "Public Facilities" means major capital improvements, including, but not limited to, transportation, sanitary sewers, solid waste, drainage, potable water, educational, parks and recreational, streets, parking and health systems and facilities. "Developer Parties" means property owners who are signatories to this Agreement. Section 4. Purpose. The purpose of this Agreement is for the City to authorize the Developer to redevelop the SAP Application Area pursuant to the Miami River SAP. This Agreement will establish, as of the Effective Date, the land development regulations which will govern the development of the Property, thereby providing the Developer with additional certainty during the development process. This Agreement satisfies the requirements of Section #550255.doc Development Agreement Draft 7/7/15 3.9.1.f., Miami 21. Section 5. Intent. The Developer and the City intend for this Agreement to be construedand implemented so as to effectuate the purpose of the Miami River SAP Regulating Plan and Design Guidelines, this Development Agreement, the Comprehensive Plan, Miami 21, the City Charter, the Code, and the Florida Local Government Development Agreement Act, Sections163.3220 - 163.3243, Florida Statutes (2014). Section 6. Legal Description of Land, Names of Legal Owners, Applicability. This Agreement only applies to the Miami River SAP Properties identified and legally described in Exhibit "A." Section 7. Term of Agreement, Effective Date and Binding Effect. This Agreement shall have a term of thirty (30) years from the Effective Date and shall be recorded in the public records of Miami -Dade County by the Developer and filed with the City Clerk. The term of this Agreement may be extended by mutual consent of the Parties subject to public hearing(s), pursuant to Section 163.3225, Florida Statutes (2014). This Agreement shall become effective on the Effective Date and shall constitute a covenant running with the land that shall be binding upon, and inure to, the benefit of the Developer Parties, their successors, assigns, heirs, legal representatives, and personal representatives. If the Property is submitted to condominium ownership pursuant to the Florida Condominium Act, Chapter 718, Florida Statutes (2014), then the association or other entity designated to represent the condominium ownership interests as to the Property, as may be applicable, shall be the proper party or parties to execute any such release for properties in a condominium form of ownership. Section 8. Site Plan. The Property will be developed and used substantially in compliance with a compilation of plans, including, specifically, architectural plans entitled "Miami River", as prepared by Kobi Karp Architecture and Interior Design, Inc., and the landscape plans as prepared by Kimley Horn and Associates, Inc. and Raymond Jungles Landscape Architecture. All the foregoing plans are collectively referred to in this Agreement as the "Project" and are described in detail by plans on file with the City Clerk and are deemed to be incorporated by reference. "Substantially incompliance," for purposes of this Agreement, shall be determined by the City Planning Director, pursuant to Section 7.1.3.5of Miami 21. Section 9. Zoning, Permitted Development Uses and Building Intensities. The City has designated the SAP Application Areas "Miami River SAP" on the official Zoning Atlas of the City, pursuant to the applicable procedures in Miami 21. The Property is zoned T6-36B-O and D3 pursuant to Miami 21 and located within the Miami River Residential Density Increase Area permitting up to 400 units per acre. As part of the SAP process, the underlying land use and zoning designation will not be changed, although minor modifications to the T6-36B-O and D3 regulations are incorporated into the Miami River Regulating Plan and Design Guidelines. In accordance with the underlying land use and zoning regulations, there can be no residential density on the portions of the Property designated CS or D3. In approving the Miami River SAP, the City has determined that the uses, intensities, and densities of development permitted thereunder are consistent with the Comprehensive Plan and the Zoning. Signage and deviations to the regulations in the Code are #550255.doc Development Agreement Draft 7/7/15 articulated further in the Regulating Plan, signage shall be approved in accordance with the Regulating Plan and Article 10 of Miami 21. Section 10. Future Development. Future development within the SAP Application Area shall proceed pursuant to the Miami River SAP Regulating Plan and Design Guidelines. The criteria to be used in determining whether future development shall be approved is: (a) consistency with the Comprehensive Plan, (b) this Agreement, (c) and the Miami River SAP. The Comprehensive Plan, this Agreement, and the Miami River SAP shall govern development of the SAP Application Area for the duration of the Agreement. Any modifications to the Project plans or this Agreement shall be approved in accordance with the Miami River SAP Regulating Plan and Design Guidelines. The City's laws and policies adopted after the Effective Date may be applied to the SAP Application Area only if the determinations required by Section 163.3233(2), Florida Statutes (2014) have been made after 30 days written notice to the Developer and at a public hearing. Pursuant to Section 163.3245(3), Florida Statutes (2014), this prohibition on down zoning supplements, rather than supplants, any rights that may vest to the Developer under Florida or Federal law. As a result, the Developer may challenge any subsequently adopted changes to land development regulations based on (a) common law principles including, but not limited to, equitable estoppel and vested rights, or (b) statutory rights which may accrue by virtue of Chapter 70, Florida Statutes (2014). Section 11. Public Benefits. The Project consists of five (5) phases of development on the Property. Four (4) of the phases will utilize the City's Public Benefit Program for additional Height as permitted under Miami 21 ("Benefit Height"). Phases 1, 3, and 4 propose approximately three hundred thirty nine thousand two hundred eighty eight (339,288) square feet of Benefit Height each; Phase 5 will contain approximately two hundred forty two thousand and four hundred (242,400) square feet of Benefit Height. The fee per square foot of Benefit Height is seventeen dollars and eighty two cents ($17.82). Accordingly, the total estimated Public Benefits contribution to the City will be approximately twenty one million five hundred twenty six thousand five hundred and sixty dollars ($21,526,560). The exact amount of the Public Benefits contribution shall be calculated prior to the issuance of the first vertical building permit for each of the Phases 1, 3, 4 and 5 and shall be due concurrent with the construction of each respective phase. Rather than tendering direct payment to the City of Miami, the Developer shall design, permit and construct public improvements within the Miami River SAP area and its surroundings amounting to the required Public Benefits contribution pursuant to the Project plans, the traffic analysis prepared for the project by Kimley Horn & Associates, dated August 15, 2014, and such improvements authorized by the City administration according to the SAP's Public Benefit Program and Phasing Schedule attached hereto as Exhibit "G." The Project plans are conceptual in nature and do not constitute complete architectural and engineering drawings; further development, pursuant to the conceptual plans, is necessary. In the event that there are any surplus funds associated with the line items listed in the Public Benefit Program and Phasing Schedule, said surplus(es), up to the required Public Benefit amounts, shall be allocated to Art in Public Places. The City shall confirm that funds equivalent to the calculated Public Benefits contribution required for each phase have been or have been caused to be made on the project(s) listed in the SAP's Public Benefit Program and Phasing Schedule, and that such project(s) are substantially complete prior to the City's issuance of the first Certificate of Occupancy for the phase. Notwithstanding that Phase 2 of the Project is not included in the SAP's Public Benefit #550255.doc Development Agreement Draft 7/7/15 Bonus Program, prior to the issuance of the first Certificate of Occupancy for Phase 1, the Developer shall record a Notice of Commencement and commence construction of a public riverwalk on Phase 2 of the Property. The Director of Planning and Zoning has the authority to shift projects and funds between phases or as approved by the respective permitting agencies so long as funds equivalent to the calculated Public Benefits contribution prorated for each phase has been made prior to the Certificate of Occupancy or bonded and approved by the Department of Public Works. Following ten (10) years from the Effective Date, in the event that the Project and/or Public Benefits Program have not been completed, the Director of Planning and Zoning has the authority to abandon the Public Benefit program described in Exhibit "G" and require the Developer to tender direct Public Benefit contribution payments to the City of Miami. (a) Working Waterfront. The portion of the Property currently zoned D3, and designated as Industrial on the City's Future Land Use Atlas, shall maintain recreational and commercial working waterfront uses, including office, commercial, restaurants and lodging. Therefore, the Developer: (a) shall not object or otherwise attempt to impede any legally permitted working waterfront 24-hour operations; (b) shall provide all future tenants and prospective owners of the Property notice of the existing working waterfront 24-hour operations and will include a provision to agree not to object to legally permitted working waterfront 24-hour operations in each lease; (c) acknowledges that it is solely the Developer's responsibility to design its structures to accommodate legally permitted working waterfront 24-hour operations; and (d) will not pursue any claims for liability, loss or damage, whether through litigation or otherwise, against permittees engaging in working waterfront 24-hour operations, related to damage to Owner's structures, noise, smoke, fumes, bridge closures, and/or other quality of life issues that might result from legally permitted working waterfront 24- hour operations. A Declaration of Restrictions satisfying Policy PA-3.1.9 of the Comprehensive Plan for the Property is attached as Exhibit "H". (b) Public Riverwalk. The Developer, at its sole cost and expense, agrees to develop the public riverwalk substantially in compliance with the Miami River Greenway Action Plan, Miami River Corridor Urban Infill Plan, Miami 21 and the Project plans, between SW 2nd Avenue and the western boundary of Jose Marti Park, SW 2nd Street. The Riverwalk on Jose Marti Park shall be constructed, open to the public and maintained by the City prior to the issuance of the first Certificate of Occupancy for Phase 1. The Riverwalk on the Property will be constructed, open to the public and maintained by the Developer prior to the issuance of the first Certificate of Occupancy for Phase 2. (c) Job Creation and Employment Opportunities. The Developer shall consult and coordinate with the City's CareerSource South Florida center located at the Lindsey Hopkins Technical Center at 750 NW 20th Street, 4th Floor, Miami, Florida 33127; the Youth Co -Op, Inc. located at 5040 NW 7th Street, Suite 500, Miami, Florida 33126; and state economic development entities regarding job training and job placement services to City residents seeking employment opportunities with potential employers which will locate or establish businesses within the Project. The Developer agrees to use diligent, good faith efforts to achieve or to cause its general contractor(s) and #550255.doc Development Agreement Draft 7/7/15 subcontractors (collectively, the "Contractor") to use diligent, good faith efforts to achieve, as applicable, the following aspirational goals: (a) The Contractor shall adhere to the following hierarchy with respect to hiring objectives and practices within the Miami River SAP area: (1) Residents of the City who live within one (1) of the three (3) area zip codes: 33130, 33128 and 33135; (2) Residents of the City who live within one (1) of the five (5) zip codes with the highest poverty rate ("City Targeted Zip Codes"); (3) If no residents as described within Section 14(a)(1) or (2) are qualified or can be qualified within a reasonable amount of time, City residents who reside outside the City Targeted Zip Codes; (4) If no residents as described within Sections 14(a)(1),(2) or (3) are qualified or can be qualified within a reasonable amount of time, County residents who live within one (1) of the five (5) zip codes with the highest poverty rate in the County ("County Targeted Zip Codes"); and (5) If no residents as described within Sections 14(a)(1)-(4) are qualified or can be qualified within a reasonable amount of time, residents in the County who reside outside of the County Targeted Zip Codes. The Parties agree that individuals will be employed based on the hierarchy established in Section 14(a). For purposes of clarity, the intent of Section 14(a) is to encourage the Developer and the Contractor to hire as many qualified persons who reside in the City to work on the Project. (b) The Contractor shall electronically post job opportunities in established job outreach websites and organizations, including, without limitation, Youth Co -Op, Inc., South Florida Workforce, Florida Department of Economic Opportunity Career Source of South Florida located in Miami, their successors or assigns, and similar programs in order to attract as many eligible minority applicants for such jobs as possible. (c) In connection with the work performed by the Developer, the Developer shall cause the Contractor to pay a minimum hourly wage rate of twelve dollars and eighty three cents ($12.83) if health benefits are not provided to employees and eleven dollars and fifty eight cents ($11.58) if health benefits are provided to employees. Commencing January 1st, 2018 and for the duration of the Project ("CPI Escalation Year"), the foregoing hourly rates shall be increased on January 1st of the applicable calendar year by an amount equal to the percentage increase during the calendar year immediately prior to the CPI Escalation Year in the consumer price index #550255.doc Development Agreement Draft 7/7/15 ("Index"), which is the monthly index published by the Bureau of Labor Statistics of the United States Department of Labor as the Consumer Price Index for All Items, Miami -Ft. Lauderdale, Florida, Base Year 1982- 84=100. The CPI adjustment to the minimum hourly wage rates shall hereinafter be referred to as the "CPI Escalation". The CPI Escalation of the minimum hourly wage rates for the CPI Escalation Year shall be equal to the minimum hourly wage rates in effect for the calendar year immediately preceding the CPI Escalation Year multiplied by the CPI Percentage (as defined below). The "CPI Percentage" shall equal the fraction (i) whose numerator equals the monthly Index published immediately prior to the CPI Escalation Year (or the nearest reported previous month) and (ii) whose denominator is the same monthly Index published immediately prior to the calendar year that preceded the CPI Escalation Year (or the nearest reported previous month). If the Index is discontinued with no successor Index, the City shall select a commercially reasonable comparable index. The CPI adjustment set forth herein shall not result in a reduction of the respective minimum hourly wage rates. (d) The Developer shall require the Contractor to include the same minimum hourly wage rates in any contracts entered into by the Contractor with its subcontractors for the Project who will stipulate and agree that they will pay the same minimum hourly wage rates, subject to adjustment, as set forth in this section. (e) Local Workforce Participation during Construction. At least twenty-five percent (25%) of those employed by the general or subcontractor(s) for construction work shall be employed utilizing the following priorities: first, residents of the following three (3) area zip codes: 33130, 33128 and 33135; second, residents of the five (5) highest poverty rate index zip codes in the City; third, City residents in general; fourth, County residents who live in the five (5) highest poverty rate index zip codes in the County; and fifth, residents in the County in general. Residents who live in qualifying areas must receive preference for hiring in the Project. (f) Job Opportunity Advertisement. The Developer must provide ten (10) full - page weekly advertisements in the Diario de las Americas newspaper to inform residents of job opportunities and job fairs prior to construction commencement. This shall be in addition to advertisements done through other job outreach websites, organizations, and efforts. (g) #550255.doc Community Business Enterprise ("CBE"), Community Small Business Enterprise ("CSBE"), and Small Business Enterprise ("SBE"). (1) Seven and one half percent (7.5%) of the professional services agreements for soft costs including, but not limited to, design, engineering, survey, inspection, testing, and legal, shall be Development Agreement Draft 7/7/15 awarded to firms certified by the County as CBE, CSBE, and SBE firms at the time the contract is signed. (2) The Developer shall award ten percent (10%) of the contractual agreements for construction and construction -related materials, supplies and fixtures to firms certified by the County as CBE, CSBE, and SBE firms at the time the contract is signed. (h) Job Creation Monitoring Contract. Within sixty (60) days prior to issuance of a Permit for vertical improvements, the Developer will designate a firm who shall be CBE/CSBE/SBE certified whom will be designated to monitor the Local Workforce Participation, Job Opportunity Advertisement, and CBE/CSBE/SBE requirements. Section 12. Construction of encroachments within the Public Right -of -Way. The City finds that the encroachments proposed by the Developer do not unduly restrict the use of the public right-of-way and are a necessary essential element in the construction of the pedestrian overpasses above the same rights -of -way. The adoption of this Agreement shall serve to satisfy the requirements set forth in Section 55-14(b) of the City Code. The City hereby agrees to expeditiously sign off on all permits as owner of the public rights -of -way, submerged land and Jose Marti Park, including but not limited to Public Works permits, bulkhead permits, and State permits with respect to submerged lands as may be required to effectuate the SAP and Project plans. Notwithstanding the requirements of Section 55-14(c) of the City Code, the City agrees to waive any and all claims to payment of a user fee in connection with the construction of the aforementioned encroachments within the public rights -of -way. Further, this Agreement shall satisfy the requirements of Section 55-14(d) of the City Code. In consideration for authorizing the construction of the aforementioned encroachments, the Developer further covenants to: (a) Maintain the above -grade pedestrian overpasses in accordance with the Florida Building Code, City Charter and Code. (b) Provide an insurance policy, in an amount determined by the City's risk manager, naming the City as an additional insured for public liability and property damage. The insurance shall remain in effect for as long as the encroachment(s) exist above the right-of-way. Should the Developer fail to continuously provide the insurance coverage, the City shall have the right to secure similar insurance policy in its name and place a special assessment lien against the owner's abutting private property for the total cost of the premium. (c) The Developer shall hold harmless and indemnify the City, its officials and employees from any claims for damage or loss to property and injury to persons of any nature whatsoever arising out of the use, construction, and development of the Miami River SAP, including without limitation maintenance or removal of the pedestrian overpasses and from and against any claims which may arise out of the granting of permission for the encroachment or any activity performed under the terms of this Agreement. #550255.doc Development Agreement Draft 7/7/15 Section 13. Signage. The Project will need to comply with all applicable Federal, State, County and City signage rules, laws, orders, regulations, statutes, or ordinances. Permitted signage will accomplish the following goals: (i) moving pedestrians and vehicle traffic throughout the Property safely and efficiently; (ii) promoting safe and efficient pedestrian traffic within the property; and (iii) properly identifying the Property. The Signage Program will include, but is not limited to, the following sign types: (i) directional signage; (ii) ground signage; (iii) wall signage; (iv) monument signage; and (v) tower signage, some or all of which may incorporate LCD, LED, or similar electronic technology if approved and legally authorized. The Signage Program shall apply to signage visible from public rights -of -way. The Signage Program shall not apply to signage internal to the Project or not otherwise visible from the public right-of-way. Signage shall be approved by Warrant as described in Article 7 of Miami 21. Section 14. Parking. The Developer intends to establish a uniform valet system to service the SAP Application Area. Notwithstanding the limitations set forth in Sections 35-305 of the Code, a maximum of three (3) valet permits may be issued for the operation of a valet parking ramp on the same side of the block where the permit applicant is the operator of the uniform valet system. Robotic parking within enclosed parking structures shall be permitted. Section 15. Seawall. The Developer shall be responsible for any repairs to the seawall in compliance with the standards set forth by the Army Corps of Engineers and the City Code. The Developer shall increase the upland grade elevations to no less than four and one half feet 4.5' NAVD along the Riverwalk and six feet 6.0' NAVD adjacent to any mixed use parcel containing residential uses as a condition to development so as to address the pertinent City and County goals, objectives and policies related to Coastal High Hazard Areas. The City hereby agrees to serve as co -applicant and/or applicant, as required, and expeditiously sign any permit applications required to effectuate the repair and reconstruction of the seawall, bulkhead and site grade elevation. In addition, the Developer will construct the bulkhead elevation of up to six and one half feet (6.5') where five and one half feet (5.5') is typically required, pursuant to the variance granted on July 2, 2015 subject to the conditions that the bulkhead transition from the end of the proposed Riverwalk to the existing walkway at the end of SW 3 Avenue in compliance with ADA slope regulations (Section 4.8.2, CFR) and that the proposed bulkhead cap shall be extended through the transition area matching the slope of the Riverwalk/walkway transition and providing a six (6) inch vertical reveal. Section 16. Retail Specialty Center Designation. Pursuant to Chapter 4 of the Code, the Miami River SAP is designated as a "Retail Specialty Center". Section 17. Alcoholic Beverage Sales. The Property is located within the D-3 and T6-36B-O zoning transects as designated under Miami 21. Notwithstanding the requirements of Section 4-3.2 of the Code, Planning and Zoning Advisory Board, and City Commission approval shall not be required for bars (including taverns, pubs, and lounges), nightclubs, and supper clubs as principal uses proposed to be located within the Miami River SAP Project. Said establishments shall be authorized pursuant to the issuance of a Warrant (currently requires Exception). The Planning & Zoning Director shall consider the criteria set forth in Section 4-3.2.1 of the City Code when evaluating such Warrant applications. There shall be a maximum #550255.doc Development Agreement Draft 7/7/15 of ten (10) individual alcohol beverage establishments permitted within the Miami River SAP area. Section 18. Environmental. The City finds that the proposed development will confer a significant net improvement upon the publicly accessible tree canopy in the area. The City and the Developer agree that the Developer will comply with the intent and requirements of Chapter 17 of the City Code by performing tree replacement within the SAP Area where possible. Where replacement within the SAP Area is not possible, the Developer shall perform tree replacement within Jose Marti Park. Where replacement within Jose Marti Park is not possible, the Developer shall perform the required tree replacement within one (1) mile of the SAP or within any other City park, subject to approval by the City. The City further agrees to facilitate the permitting and planting of replacement trees on all publicly owned property within the area and within City parks. Section 19. Archaeological. Due to the Project's location of High Probability in an Archaeological Conservation Area, the Developer shall obtain a "Certificate to Dig" prior to any ground disturbing activities, pursuant to Chapter 23 of the City Code. Section 20. Public Facilities. As of the Effective Date, the Developer shall conduct an extensive analysis of the Public Facilities available to serve the Project. In the event that the Existing Zoning and/or the Comprehensive Plan require the Developer to provide Public Facilities to address any deficiencies in required levels of service occasioned by future development within the SAP Area or as a result of the development of the Project, the Developer shall provide such Public Facilities consistent with the timing requirements of Sections 163.3180, Florida Statutes (2014), or as otherwise required by Chapter 13 of the City Code, as amended from time to time, if applicable. The Developer shall be bound by the City impact fees and assessments in existence as of the Effective Date of this Agreement. Section 21. Release of Existing Ordinance 11000 Covenants. Upon approval of this Development Agreement by the City Commission, the Planning Director shall release two (2) Declarations of Restrictive Covenants recorded in the public records of Miami -Dade County related to prior development approvals for portions of the SAP area. The first Declaration of Restrictive Covenants is recorded at Official Record Book 24194 at Page 1806 of the Public Records of Miami -Dade County, and was proffered along with a rezoning application for a portion of the project area, corresponding with the parcels in the middle section of the project area. The second Declaration of Restrictive Covenants is recorded at Official Record Book 24997 at Page 2543 of the Public Records of Miami -Dade County, and was proffered along with a rezoning application for a portion of the southern section of the project area. Section 22. Compliance with Fire/Life Safety Laws. The Developer shall at all times in the development and operation of the Project comply with all applicable laws, ordinances and regulations including life safety codes to insure the safety of all Project and City residents and guests. Specifically and without limitation, the Developer will install and construct all required fire safety equipment and water lines with flow sufficient to contain all possible fire occurrences. #550255.doc Development Agreement Draft 7/7/15 Section 23. Local Development Permits. The Project may require additional permits or approvals from the City, County, State, or Federal government and any division thereof. Subject to required legal process and approvals, the City shall make a good faith effort to take all reasonable steps to cooperate with and facilitate all such approvals, including acting as an applicant. Such approvals include, without limitation, the following approvals and permits and any successor or analogous approvals and permits: (a) Subdivision plat and/or waiver of plat approvals; (b) Covenant or Unity of Title acceptance and there lease of the two existing Declarations of Restrictions; (c) Building, Public Works and Bulkhead permits; (d) Certificates of use and/or occupancy; (e) Stormwater Permits; and (f) Any other official action of the City, County, or any other government agency having the effect of permitting development of the Property. In the event that the City substantially modifies its land development regulations regarding site plan approval procedures, authority to approve any site plan for a project in the SAP Application Area shall be vested solely in the City Manager, with the recommendation of the Planning and Zoning Director. Any such site plan shall be approved if it meets the requirements and criteria of the Zoning, the Comprehensive Plan and the terms of this Agreement. Section 24. Consistency with Comprehensive Plan. The City finds that development of the Miami River SAP is in conformity with the Existing Zoning and is consistent with the Comprehensive Plan. In the event that the Existing Zoning or the Comprehensive Plan requires the Developer to provide additional Public Facilities to accommodate the Project, the Development will provide such Public Facilities consistent with the timing requirements of Section 163.3180, Florida Statutes (2014). The Developer shall be bound by the City impact fees and assessments in existence as of the date of obtaining a building permit, per Chapter 13 of the Code. Section 25. Necessity of Complying with Regulations Relative to Development Permits. The parties agree that the failure of this Agreement to address a particular permit, condition, fee, term license or restriction in effect on the Effective Date shall not relieve the Developer of the necessity of complying with the regulation governing said permitting requirements, conditions, fees, terms, licenses, or restrictions. Pursuant to Section 163.3241, Florida Statutes (2014), if state or federal laws are enacted after the execution of this development agreement which are applicable to and preclude the parties' compliance with the terms of this development agreement, this Agreement shall be modified or revoked as is necessary to comply with the relevant state or federal laws. #550255.doc Development Agreement Draft 7/7/15 Section 26. Cooperation; Expedited Permitting and Time is of the Essence. The Parties agree to cooperate with each other to the full extent practicable pursuant to the terms and conditions of this Agreement. The Parties agree that time is of the essence in all aspects of their respective and mutual responsibilities pursuant to this Agreement. The City shall use its best efforts to expedite the permitting and approval process in an effort to assist the Developer in achieving its development and construction milestones. The City will accommodate requests from the Developer's general contractor and subcontractors for review of phased or multiple permitting packages, such as those for excavation, site work and foundations, building shell, core, and interiors. In addition, the City will designate an individual within the City Manager's office who will have a primary (though not exclusive) duty to serve as the City's point of contact and liaison with the Developer in order to facilitate expediting the processing and issuance of all permit and license applications and approvals across all of the various depatttnents and offices of the City which have the authority or right to review and approve all applications for such permits and licenses. Notwithstanding the foregoing, the City shall not be obligated to issue development permits to the extent the Developer does not comply with the applicable requirements of the Zoning, the Comprehensive Plan, this Agreement and applicable building codes. Section 27. Reservation of Development Rights. (a) For the term of this Agreement, the City hereby agrees that it shall permit the development of the SAP Property in accordance with the Comprehensive Plan, Miami 21, the Miami River SAP Regulating Plan, and this Agreement. (b) Nothing herein shall prohibit an increase in the density or intensity of development permitted in the SAP Area in a manner consistent with (a) Miami 21 and the Miami River SAP, and/or the Comprehensive Plan, (b) any zoning change subsequently requested or initiated by the Developer in accordance with applicable provisions of law or (c) any zoning change subsequently enacted by the City. (c) The expiration or termination of this Agreement shall not be considered a waiver of, or limitation upon, the rights, including, but not limited to, any claims of vested rights or equitable estoppel, obtained or held by the Developer or its successors or assigns to continue development of the SAP Property in conformity with Existing Zoning and all active prior and subsequent development permits or development orders granted by the City. Section 28. Annual Review. (a) The City may review the Development that is subject to this Agreement once every twelve (12) months, commencing twelve (12) months after the Effective Date. The City shall begin the review process by giving notice to the Developer, a minimum of thirty (30) days prior to the anniversary date of the Agreement, of its intention to undertake the annual review of this Agreement. #550255.doc Development Agreement Draft 7/7/15 (b) Any information required of the Developer during an annual review shall be limited to that necessary to determine the extent to which the Developer is proceeding in good faith to comply with the terms of this Agreement. (c) If the City finds on the basis of competent substantial evidence that the Developer has not proceeded in good faith to comply with the terms of the Agreement, the City may terminate or amend this Agreement after providing thirty (30) days written notice to the Developer and after a public hearing. Section 29. Notice. All notices, demands and requests which may or are required to be given hereunder shall, except as otherwise expressly provided, be in writing and delivered by personal service or sent by United States Registered or Certified Mail, return receipt requested, postage prepaid, or by overnight express delivery, such as Federal Express, to the Parties at the addresses listed below. Any notice given pursuant to this Agreement shall be deemed given when received. Any actions required to be taken hereunder which fall on Saturday, Sunday, or United States legal holidays shall be deemed to be performed timely when taken on the succeeding day thereafter which shall not be a Saturday, Sunday or legal holiday. To the City: City Manager City of Miami 3500 Pan American Drive Miami, FL 33133 With a copy to: City Attorney Miami Riverside Center 444 S.W. 2nd Ave., 9th Floor Miami, FL 33130 To: CG Miami River, LLC Attn: Ari Pearl 2915 Biscayne Boulevard, Ste 300 Miami, FL 33137 With a copy to: Bercow Radell & Fernandez, PLLC Attn: Melissa Tapanes Llahues, Esq. 200 S. Biscayne Boulevard, Ste 850 Miami, FL 33131 #550255.doc Development Agreement Draft 7/7/15 Any Party to this Agreement may change its notification address(es) by providing written notification to the remaining parties pursuant to the terms and conditions of this section. Section 30. Multiple Ownership. In the event of multiple ownership subsequent to the approval of the Application, each of the subsequent owners, mortgagees and other successors in interest in and to the Property (or any portion thereof, including condominium unit owners) shall be bound by the terms and provisions of this Agreement as covenants that run with theProperty. Section 31. Common Area Maintenance. The Developer will create prior to the conveyance of any portion of the Property (less than the entire Property), an association or other entity which shall provide for the maintenance of all common areas, private roadways, cross - easements and other amenities common to the Property. This Agreement shall not preclude the owner(s) of the Property from maintaining their own buildings or common areas not common to the Property outside the control of the association. The instrument creating the association or other entity shall be subject to the reasonable approval of the City Attorney. Section 32. Modification. In accordance with the Project plans, the Project will be developed in five (5) Phases. This Agreement may be modified, amended or released as to Phase I, or any portion thereof, by a written instrument executed by the, then, owner(s) of Phase I including joinders of all mortgagees, if any, provided that the same is also approved by the City, after public hearing. Any public hearing application related to Phase 1, or any portion thereof, shall only require the consent, acknowledgment and/or joinder of the then owner(s) of Phase 1. This Agreement may be modified, amended or released as to Phase 2, or any portion thereof, by a written instrument executed by the, then, owner(s) of Phase 2, including joinders of all mortgagees, if any, provided that the same is also approved by the City, after public hearing. Any public hearing application related to Phase 2, or any portion thereof, shall only require the consent, acknowledgment and/or joinder of the then owner(s) of Phase 2. This Agreement may be modified, amended or released as to Phase 3, or any portion thereof, by a written instrument executed by the, then, owner(s) of Phase 3, including joinders of all mortgagees, if any, provided that the same is also approved by the City, after public hearing. Any public hearing application related to Phase 3, or any portion thereof, shall only require the consent, acknowledgment and/or joinder of the then owner(s) of Phase 3. This Agreement may be modified, amended or released as to Phase 4, or any portion thereof, by a written instrument executed by the, then, owner(s) of Phase 4, including joinders of all mortgagees, if any, provided that the same is also approved by the City, after public hearing. Any public hearing application related to Phase 4, or any portion thereof, shall only require the consent, acknowledgment and/or joinder of the then owner(s) of Phase 4. This Agreement may be modified, amended or released as to Phase 5, or any portion thereof, by a written instrument executed by the, then, owner(s) of Phase 5, including joinders of all mortgagees, if any, provided that the same is also approved by the City, after public hearing. Any public hearing application related to Phase 5, or any portion thereof, shall only require the consent, acknowledgment and/or joinder of the then owner(s) of Phase 5. In the event that there is a recorded homeowners or condominium association covering any portion of Phases 1, 2, 3, 4, 5, or any portion thereof, said association may (in lieu of the signature or consent of the individual members or owners), on behalf of its members and in accordance with its articles of #550255.doc Development Agreement Draft 7/7/15 incorporation and bylaws, consent to any proposed modification, amendment, or release by a written instrument executed by the homeowners or condominium association. Any consent made pursuant to a vote of the homeowners or condominium association shall be evidenced by a written resolution of the homeowners or condominium association and a certification executed by the secretary of the homeowners or condominium association's board of directors affirming that the vote complied with the articles of incorporation and the bylaws of the association. Section 33. Enforcement. The City, its successors or assigns, and the Developer shall have the right to enforce the provisions of this Agreement. Enforcement shall be by action at law or in equity against any parties or persons violating or attempting to violate any covenants, either to restrain violation or to recover damages or both. The prevailing party in the action or suit shall be entitled to recover, in addition to costs and disbursements allowed by law, such amounts the court may adjudge to be reasonable for the services of its attorney. Section 34. Authorization to Withhold Permits and Inspections. In the event the Developer is obligated to make payments or improvements under the terms of this Agreement or to take or refrain from taking any other action under this Agreement, and such obligations are not performed as required, in addition to any other remedies available, the City is hereby authorized to withhold any further permits, and refuse any inspections or grant any approvals, for the specific Phase of development the outstanding obligations relate to until such time this Agreement is complied with. Section 35. Emergency Management and Mitigation Plan. Prior to the issuance of a Certificate of Occupancy, Temporary Certificate of Occupancy ("TCO"), or the equivalent for the first new single -use building in the Miami River SAP area, the Developer, as required by the City's Comprehensive Plan (Policy CM4.3.4.) shall enter into a binding agreement with the City regarding an Emergency Management and Mitigation Plan ("Emergency Plan") detailing how the safety of people and property shall be accounted for and maintained in the event of a natural disaster, fire, act of God, or other similar event. The Emergency Plan shall detail vehicle and pedestrian circulation, security systems, and other preventative and protective measures and mitigation readily available in the Miami River SAP area. The Developer, or its successors, heirs, or permitted assigns, shall provide an updated copy of the Emergency Plan prior to the issuance of a TCO or equivalent for each new building in the future. Section 36. Exclusive Venue, Choice of Law, Specific Performance. It is mutually understood and agreed by the parties hereto, that this Agreement shall be governed by the laws of the State of Florida, and any applicable federal law, both as to interpretation and performance, and that any action at law, suit in equity or judicial proceedings for the enforcement of this Agreement or any provision hereof shall be instituted only in the courts of the State of Florida or federal courts and venue for any such actions shall exclusively in a court of competent jurisdiction in the County. In addition to any other legal rights, the City and the Developer shall each have the right to specific performance of this Agreement in court. Each party shall bear its own attorney's fees. Each party waives any defense, whether asserted by motion or pleading, that the aforementioned courts are an improper or inconvenient venue. Moreover, the parties consent to the personal jurisdiction of the aforementioned courts and irrevocably waive any objections to said jurisdiction. The Parties irrevocably waive any rights to a jury trial. #550255.doc Development Agreement Draft 7/7/15 Section 37. Voluntary Compliance. The Parties agree that in the event all or any part of this Agreement is struck down by judicial proceedings or preempted by legislative action, the Parties shall continue to honor the terms and conditions of this Agreement to the extent allow by law. Section 38. Severability. Invalidation of any of these covenant, by judgment of court in any action initiated by a third party, in no way shall affect any of the other provisions of this Agreement, which shall remain in full force and effect. Section 39. Events of Default. (a) The Developer shall be in default under this Agreement if any of the following events occur and continue beyond the applicable grace period: the Developer fails to perform or breaches any term, covenant, or condition of this Agreement which is not cured within thirty (30) days after receipt of written notice from the City specifying the nature of such breach; provided, however, that if such breach cannot reasonably be cured within thirty (30) days, then the Developer shall not be in default if it commences to cure such breach within said thirty (30) day period and diligently prosecutes such cure to completion. (b) The City shall be in default under this Agreement if the City fails to perform or breaches any term, covenant, or condition of this Agreement and such failure is not cured within thirty (30) days after receipt of written notice from the Developer specifying the nature of such breach; provided, however, that if such breach cannot reasonably be cured within thirty (30) days, the City shall not be in default if it commences to cure such breach within said thirty (30) day period and diligently prosecutes such cure to completion. (c) It shall not be a default under this Agreement if either party is declared bankrupt by a court of competent jurisdiction. All rights and obligations in this Agreement shall survive such bankruptcy of either party. The Parties hereby forfeit any right to terminate this Agreement upon the bankruptcy of the other party. Section 40. Remedies Upon Default. (a) Neither party may terminate this Agreement upon the default of the other party, but shall have all of the remedies enumerated herein. (b) Upon the occurrence of a default by a party to this Agreement not cured within the applicable grace period, the Developer and the City agree that any party may seek specific performance of this Agreement, and that seeking specific performance shall not waive any right of such party to also seek monetary damages, injunctive relief, or any other relief other than termination of this Agreement. The City hereby acknowledges that any claim for damages under this Agreement is not limited by sovereign immunity or similar limitation of liability. #550255.doc Development Agreement Draft 7/7/15 Section 41. Obligations Surviving Termination Hereof. Notwithstanding and prevailing over any contrary term or provision contained herein, in the event of any lawful termination of this Agreement, the following obligations shall survive such termination and continue in full force and effect until the expiration of a one (1) year term following the earlier of the effective date of such termination or the expiration of the Term: (i) the exclusive venue and choice of law provisions contained herein; (ii) rights of any party arising during or attributable to the period prior to expiration or earlier termination of this Agreement, and (iii) any other term or provision herein which expressly indicates either that it survives the termination or expiration here of or is or may be applicable or effective beyond the expiration or permitted early termination hereof. Section 42. No Oral Change or Termination. This agreement and the exhibits and appendices appended hereto and incorporated herein by reference, if any, constitute the entire Agreement between the Parties with respect to the subject matter hereof. This Agreement supersedes any prior agreements or understandings between the Parties with respect to the subject matter hereof, and no change, modification, or discharge hereof in whole or in part shall be effective unless such change, modification or discharge is in writing and signed by the party against whom enforcement of the change, modification or discharge is sought. This Agreement cannot be changed or terminated orally. Section 43. Lack of Agency Relationship. Nothing contained herein shall be construed as establishing an agency relationship between the City and the Developer and neither Developer nor its employees, agents, contractors, subsidiaries, divisions, affiliates or guests shall be deemed agents, instrumentalities, employees, or contractors of the City for any purpose hereunder, and the City, its contractors, agents, and employees shall not be deemed contractors, agents, or employees of the Developer or its subsidiaries, divisions or affiliates. Section 44. Successor(s),Assigns, and Designees. The covenants and obligations set forth in this Agreement shall extend to the Developer, its successor(s) and/or assigns. Nothing contained herein shall be deemed to be a dedication, conveyance or grant to the public in general nor to any persons or entities except as expressly set forth herein. Section 45. Third Party Defense. The City and the Developer shall each, at their own cost and expense, vigorously defend any claims, suits or demands brought against them by third parties challenging the Agreement or the Project, or objecting to any aspect thereof, including, without limitation, (i) a consistency challenge pursuant to Section 163.3215, Florida Statutes (2014), (ii) a petition for writ of certiorari, (iii) an action for declaratory judgment, or (iv) any claims for loss, damage, liability, or expense (including reasonable attorneys' fees). The City and the Developer shall promptly give the other written notice of any such action, including those that are pending or threatened, and all responses, filings, and pleadings with respect thereto. Section 46. No Third -Party Beneficiary. No persons or entities other than the Developer and the City, permitted successors and assigns, shall have any rights whatsoever under this Agreement. #550255.doc Development Agreement Draft 7/7/15 Section 47. Recording. This Agreement shall be recorded in the Public Records of Miami -Dade County, Florida at the Developer's expense and shall inure to the benefit of the City. A copy of the recorded Development Agreement shall be provided to the City Clerk and City Attorney within two (2) weeks of recording. Section 48. Representations; Representatives. Each party represents to the others that this Agreement has been duly authorized, delivered, and executed by such party and constitutes the legal, valid, and binding obligation of such party, enforceable in accordance with its terms. Section 49. No Exclusive Remedies. No remedy or election given by any provision in the Agreement shall be deemed exclusive unless expressly so indicated. Wherever possible, the remedies granted hereunder upon a default of the other party shall be cumulative and in addition to all other remedies of law or equity arising from such event of default, except where otherwise expressly provided. Section 50. No Conflict of Interest. The Developer agrees to comply with Section 2- 612 of the City Code as of the Effective Date, with respect to conflicts of interest. Section 51. Counterparts. This Agreement may be executed in two (2) or more counterparts, each of which shall constitute an original but all of which, when taken together, shall constitute one and the same agreement. NOW, WHEREOF, the City and the Developer have caused this Agreement to be duly executed. [Execution Pages for the City and the Developer Follow] #550255.doc Development Agreement Draft 7/7/15 IN WITNESS WHEREOF, these presents have been executed this day of , 2015. STATE OF COUNTY OF )SS CG Miami River, a Delaware limited liability corporation By: Name: Title: The foregoing instrument was acknowledged before me this day of , 2015 by of CG Miami River, LLC who is Personally known to me or ( ) produced a valid driver's license as identification. Notary Public: Sign Name: Print Name: My Commission Expires: #550255.doc [NOTARIAL SEAL] Exhibit A Developer's Property _w, 71h STREET Exhibit A Legal Description of Properties PARCEL ]f_ Cameierti-inBrttthe North ettroetofLar? Block _18South fathe City ofMimi. Flor6da.uccardIngwlie Mar thereat -mooted inPlatBook"S",a Page 41, oldie 11tlrlie Record; of Mi orm-Diole County. Florida; running. theme East along the South tirE: eSouth est FiiT Street in said City trrodueed .Eact.to-itsintcrSectonwiththetowwaterImcofttteMitaaatt nointag theace Southcastaly mcendcring thelowwear lineal -said Rena us the -point where the Fitt line of Lot 13 of said Bloch 31t. South produced North i ittcrsectg with =id low water linr,,turning thence South to the East earner of Lot I af;ahid Truk 38 Souctt. tvmning the= Nordweesaorly along th clot Hirai of said Lot, l and csfsaid. Block 1.8 South to the -point or -place ofbeginn,ng, also submeredland lying between the above dcsaibcd poi:Terry and Mechmmcl of the Mimi River. AND Lou 1.1.14, ; =a ,, tn t ht N rtrdh p a r crii p l`li l ri c.- 3 R South, City o f M i ami, County or M i mati-Dad t, Stint o f Florida, aeeonl i n p to the Plutlimuf aerated inPlut Boat "S°`. tat Page 41.ofdie Public RecordsofMiontl-trade Cuunnr.Fled& PAKCEL 1J; Paxnzl 1= Lets 12. 13, 14 and 15, in Block 38 South, of Nitro t Mime. Dude Ca., Flu., acanrdang uo the Plat thereof. as recorded tax Plat $c+ol." 3". Ear Pattc41. of the L'xtlrllitRecords ofM mi-DadeCountyt,Forida. LESS -OUT LE GAL D£SCR]PT]ON; That pan -or -Lot 75. Block 38 South, of map of Mliarii Dull; c4aaTi ty. rdiT1 try w Pia thaw a ..roxr'dCd in Pout Bud *". et p ill, orate Public Records of miniIli-Taadt County. Florida, In Section 311. Township 51 South. R n e41 Fit, MORE PAIt1TCLLARLY DESCRIBED AS FO1,./.11WS; Commence at the Sonhwest corner of Lot 12, Mork 313 South. of said li&rp of Miatrai bade Cnoralg, Florida; *aloe along ibc south botuxJxry orsai4 t.ot r 2 mallow the South nrnrndaty f Lni411,14 and 15 OFs id Block 3S Snukh, alSti bri+tlt the Nnrtltrrly rhglit tsfwaty 7itieof S.'Y4r. esti, Street North Sl'S1 41" East for 788.15 feet to the Pottat ofBegmnin theme North ;l'." 15'42" W st far 704.91i feM therm Souuh 81`4418." West for 13-14 feat? thence North 0r15'42" West for41140 feet ro the Northerly botmdapyot`said Lae 15; tenet along said Nordaalybotiurdaay South -58"3! 25" East for 78.7;_I feat to twist cm a}h,e 1ytnr'!'s feet West of and panne with: the CityofMiximi moMuiriot,tHhcfar SAP, `end Almtuc,also being tl,aWesterly right of wary lac of 5, 5'. 2nd Avmuc; thanes along d lion: South 02 16'29-'' EtEst for 6.82 fee* t at=continuing dung alidliac South 02'1542" Ease far 7L.tt-i feel m apa-inr on the odor id South txiumclxry of said Lot 15; thence a]aug Dad boundary, o]snbzinK t c Nertacrtysi sit of way line nfs. w, fid, Street., South 8.7451'41" %nil -or 57.02 ieet to the Paint ufrIeginn ig AlZt abut pit of at -parcel 0'1u id Ist rig aportion ofSection 38.Towash* 54.'',ouii, ]inapt4t East.hliansf-Davie County, Florida_ WILE PARTICULARLY DESCR ID3 AS FOLLOW& Commerce at Grr Southwest cornet of L 12. Block .8 South, of Mutt of Miami -Dade Cbu>aty, Florida. accandlig IQ 1I Phu dieretrf, as toeurcIW im Plat Rank W. et Page 41. of the Pi .►11e Records orMiatuf-T]atde Carroty- Flgrlda: thcncc alcnngd is Reath boundary of wirl Lot I2 and atone the South boundary of LOB l3, 14, and 15 of said Mock 315 Souk h15ax being the northerly right afwny Into ttf.'"i,► ', b!!a sea, North 87 '5t 41" tetra for 188.15 feet; thence Nark D2 13'42" Wit For 76-.91k foec thew Sotih, 87°44'1 r West tor 13,34 feet theme cantinute North 12°15'4T' WY fir40.40 feet tai 'the 7dortlterlybo,mda y or said lot 15 atnd the Point of-Berth-mi.:of-Berth-mi.:4u thence North 02'15'42* Wort Fur 3# 229 feet~ lhenceNosib fironvi Fact. fur74.61 fc Ante Smith Orr ling" Ent Fur 44.96 feet; thence North $7"541a0" East for.13.tt1 feet to apoint an aline lying S.O feet Pest dfattid parallel with the City o rMiarni monument line for LW. 2nd Avenue; tbertet along said lino, Sault 0"3"15'19* rpEx for 23,9 -red to apitntofthe aforesaid Nonliee1y Matador+► of Lot 15: t}aee=alaggsaid/ Nostbaiyrhounder/ North 68'39'25" Wrest tar76.78 feet to the Poini of Beginning.. Puc.ci 2: portion af$0110i Rover Drive, of kitt, 4f Mitsrrr4. Dade Co. MIL. according to the Plel thereof. oTt nor ttrf 4[k Pout Book "W. at Pop, 4t, T1c Public Recast of -Miami -Do County. Florida, being v-aGi.tecl byordinraiue 688 horn Naavernbenr 15_ 1426..6eing more -particularly described as Ibtkwrc! Cotttmcnccatthe$ouflnvt9Ecaor„erofl.ac12*$Mock38Soiitti,ofMriporMii rti,bodeer_Florianthe= North87'51'41*East Along it South louder/ of said Lot 12 and along the So at buttedary Ed" 40 13. 14 tnui 15 of 6.11id Block3$South, also -facing die1 erthRtyi•ghtaway. tine oPS.W. r>dr Stuart, North 67"514I" East for 188.15 feet, thence l oar o i s'42" %Vest fur 76.94 feet; thence South 117'4419" Wm. for 13.34 facet~ thence Nor 0r 15'42" West 40.40 fret to a point an t e Northerly boundary ofsetd Lot 15 trod the past of tieFrettenz iftenec CDr,iirnreNor WY'r 5'42 West !car 45 fees. m ore or loss. to apoiui the North line arum south River Drivel thnder North terly ulmtg said 'third] line -foe tak feet. Innis or les:, ioapointern the Northerly in:tcnaimofthe East lineafLot 13. of se/dB/oak 38 South; thence South O2 O'R3"East along acidNoohesly cxlerr91 om of tat 11. fir 3 4t, the East cameral' Lot 1, also being the Nett oust corner of Lot 13; thence South tr8"397r Suet shrift the Nurtb line ofLots 14 end 15 for 15R.34 foci ro, the Point cif egitittfig. Pitted 1= lam 1i, 9, 20 end 11, toR1dci of Ciityof]ufratri South. acetxdirtiq tti the Map of Miami Dade County. Fier da.xecaeded is floatLook "f3".at Page41, of the Public Records of Miami -Dade Crnmty, 1 Exhibit A Legal Description of Properties p.CEI- ui- Parcel 11± Lot T.Btfls:k 31 Soul, CITY OF .4MI, thx rditrgto thel'l.n tbrreoC eret.+rdcd in Pict Rook 1"-, =Pape 41, ante ParlieltgozedgoofMit edi- de County. Florida Peel l Lot, g, 9 and 1.0. Ulna 44 South, CITY OF MIAMII, a eo-diino, to the Flat iihtseof, as recorded u Mat Bank "lr, m Pane 41, athr Public L` i ttis of Miami -lade Coainty. f7r¢ida. LESS That yorrion of Lot 10, El1acl: 40 5of".4. L. KNOWLTON MAP CIF MIAMI",;w ord-rg to the Plat :hoed asrecorded in Plat Boot "B".aPage41, of the Public Rierdrds r Ti. tt1mi-be County, F1 urld . bbondad by flat North 1fne of radid Lot T 4sod line alga bung 11t c South tight-i-,ray lknt of Sill., 6th Sir= ;rid by the 1,Ve.-.t line of old Lat mid line also being 01 e East Hen-of-v/2y rs.w. venue ma b5'anoreaeano:ivaioOle 5outtu:k and tangent to the lost dmtr b:d Lwo h t s. PARCEL 1V: Lois 4 nmd 5. [37rk40 South. Cm OFM AMI.arccording to he Flat thereof. osrecorded to Plat Flank "8",at Pme41. nftitc ouhl& 1t rreii3rif h+ i Xrl1-Dyde: Cbtehty. Flonef . AN D t=b,amCad ngatthe Nertlawcstmrlycomer sefLjat3,Bkik4 S,AL.KNOWLTONMAP0i MSAMI.a5recorded mPlai&aok"I ".titPacc41.ofthe PrfblieRcatard.air14i;urni-brideCauny.Florida,thenceruinSestid]xtmekt n1 ong the l'ilecberly ofigaid Lot 3,for adistil-Kt at"nine anditinety-scacti h cdradths(4.:1-471IF=isupulnLsaidpointbtingthePoirotofDlegilmiiigofthehereinafterdrger{bedpo dtof m 1 hence continue gerualruntilly.plan flueWuteriy1inoofaerid Lot 3. for adistance ofal4ty-Iiiseatdonehwodr dth (b'+.01l fisttea point, said pumtbangsairantr-fro; l75}fiatmare or 1ea5.NortherlyoftheSaat]iwcster1`yC rurartaidLot3;thcaiicdeflectingtothelei19fl 05.05- run along n seircaty4ve(75.1Xt)fart.mareorlt , Northerly of and rmillel with the Southerly Tine of god Lot 3. fora di9mace of thirty -Pee cod fairy, eiphtlrund tlrs 05.5ii1 feet to D c nt thence deflecting to the left 11 1'26'45' nut North wetsnrtrdly for dirtamcc of forty -sic sod fitly -nine hundredth: td r.59) feet tonnoist ofeirrvz tt eme run Wont•.mtr intdly along the one or a curve to Inc 1cft huviag, a radio ofl`rlty r5Ct.c01 fart and n sutral =Flo af31=1 " for a Jistauca• ofeweary-ocycri oil fifty-twohundredth5 ( 75 1t ee totiwpointofiintcrso4tkfl with the Westerly Cineofsoid tot 3,,5sr+daa+ntbdng i iIn1 [irRwd.F,nirtte, CorpmenivingattheN4nhwesterty corner oft.ot4. Block40S, A, L KNOWLTON MAP OF Ml1AMI.uarecorded in Plat Book "l3". at Page 4I.c r1h Publie ReetirelS ofMiarni-13ndcCounty, F7orilla,thgoeenit F tuiclift along the Northerly line fr Lot 4, kw n &Lin= oftmenty-teaand ei t btlftdt[ddsM-ORMfoe( tt,tpointofcurve, add paint a['curveheln the PointofBtgIttningtehelexrun Sou tnardlya10 the sreorucorm to>hc rx ti1aa ingai-naIiut;oft iy(50.001feetandaccoaralamg1cof36u44'd9*forudismrceofthl:ty-ttwo nod oltrieeoisIt2.13kfattoapaint of interlion with the EarEcrlytinsof-s Lot 4;thewaalt`ran N'aerihurmtgyalongthe 'Easterly lineofml Lot 4.Coe adi rce&rtIiemadlnirirrr-sewer[' hittlEtraid4(9-97 feet to the Northen-italy corner el said Lot 4; thraaeu deflection tothe I04li9°53'"rurrWilyaloogtheNortherlylineo['said Lot a, rot a.dimi orTweritycMrn and>'rinsiy-five hundtrdlln (27.951 reel tr i]irPoint orb,. ALSCa1 C5 itrN AS: Cam111 m.mlgutderNortllw tyearnerarInir3,Block40S,A.4KNOWLTON MAP OF MIAMI. to n:contedit1MatBook"3",mPage41,efthe PetbTic Rcraards ofMimi-Da& Comity. Florida, ihcurce rwl Sotttbtratd]y along the Westerly ]lair ofsaid Lnt3, for u distance od'nine and 1 -seven intnQredths (4.47I fe t to apAiot. said pot t being the 'Mini rrf8eglnrong nfthe heretrimiler d e#v.d pea l oflntid: #actiec mp = soutl'hwardly akrn) the Westerly hoe a rauid Lol 3. fora dhig nee ash:Ey-free and one htsndrrdth {6511E 1 feet to apoint olid inalitlaeirtg t:e++e:ntte.f ug (7.5.00) feet mote or lap,,Nortlx,lyof the Soutbweaterbrc.ot i'of5aidLot 3:thaneedeuce g to the MI 90degrees. 0805' rat along aline getrenry-lrvc(75JJ0) feet, tame err 1Mc Northerly p i llet with the Southerly }1n a e5 ['said Lot 3, for a dgtonec of flinty=five and fEty-eight inoodredths 05.w Ibct ti} apoini ihencetletlecring in the Irll t 11 d rglices 7•645" rnrt Nirdty for a distrarac of rEmr-gtv ua'ad Csiiy ilnc h nadredlh s fAl,,5911 feet io apoint t, r ,;etnc: thence run Nortlm+eetwardly along the arc ara.ettrve#a (bel it hming a. radius of fifty (50110:, feet card aceetitttat angle oral degree!: 12'21* for useraflaucaty-scvc1oathliiEky-twohutehEt 135127,521 feet toncc'point .ofint secti on with EbeWcnterly7iacofisaidtat3.midpaiorbeingthr• Paint of Be tix,lreg, fart n r Lou 3 and -Ion ore partioalarly dcatit c4 fallow BcgIn m< the SW c rner t] f t.4t 4; *mi tun Noah 154 foci to a point Mulct/um EMI 22.00 feet to Y pthttc thence run Sottthea_verty appreedn utcta 514_66 feat to et punit flit -Ace Soiethenster1y 4isS fret to o_po iam tbcttcc Wesstitrly 35.5s kvt to r .p. *Er= Sauthctly 75 fact: tttarce W y to eta e Point oftieginning; and. ALL or Lot 5, in Block 40,1"ity of Mianii So uti,, nenordittg to the Plor theme if. •rsmc rdcct m Plat Book "lr. at lop 4T. of the Pul}T�c Recordl of t imrii-D &Catmty, F7orfda. 2 Exhibit A Legal Description of Properties PARCELV_ C .ti.7. 1.. 14. > . I fi wiid 17. in fl10c1i 44 Soatth. CITY Or MIAMr. acccraterog to the p1 w theme, 11a recteded Try Plat Hook 'i ", at Pate 41, of the Pub RsGurds ofMTurrri-Rack. County, Fc16dil. RAt2CtL l: t of ]K.m kr1 1c40South.ofCITYOF M1tAt4, ceurditrgtxthep1mttkereoC.ua r¢eaxkdin Plot 13odk "13".44 Page4I.ofthe Pu7}lir Rrccor44 of Mftuni-Bade Cconry, Florida_ AND, Apotion of! et 3, la Mart a76 fir 11, of CM' OF M RMl, uouordmg la 4cd TILL ila reef, as minded in Plo'1 1 -roe P#Srt 41. #ethy Public Records of Muni -Dade County, flute& roerre perrli;ulmiY elesribeti an &llo )3epin at Cite S«rtthwsgt cornerofl.ot 3 of slid Block•10 Saut14 thcooerem North along,tees'Meg 1.1of aCsafil Lot 3 wadistalletorz I'm i ti pistt:theme run East pururtlslwildti South titre of zedLot 3fur 35 fccuroorfforless, totl>ebmkofasideevuil;i wostructed:timermoua ,ousheastvrty eta aline which mnktsts &loudento ilia tigbt of117d a 30 mintttet with ihe last tincriboi. wirge audu rartwtriyu]orttc the back flit sidrwulk fot35 fed ilharr drleaa, is apaintafEw-hem therm SQv me rerty on Ow arfi.fsxnd cuivr to Rlmalcfk =Idcupechweirrg arudius or al fret and atrntral aamp1c i 'S depress 1 trrirrutel 02 atones tlik1u tortrnarcly alongthtbetk of amidi Tianvidig forF,.25 Fcct to the. Frifialle a f raid ior 3] thence ntft Satnimerly atnag the lost ling orLot. # for 37?7 fret 10 the Sattheast doer ttf'Lat 3: dtenocnm WtJterly alogg eke South 1 nc o{ Lot 3 r -0$ feet to the Point of>El•epmiiug. PARCEL VVT irn 11 i % knish 7U, inelta:irr. ofk1VLRSTDE WATET'.TltONTS, avoq wig to Lhe Plat thereof asterardcd {n Plat Boni; 25.ltario 71 of the Pub&:Ro.7tmrdsofMitin-I?tdcCam,Florida PARCEL VITT- Th,c South RI fizmi of rho fostb tat Cccc of Lots 11 and 12 its Mock -1O South. MAP OF ?+ilAhfl. according to the Mat thtircot'; us retordal in. Pat Book'B" Page. 41, of the Public gecords of Minri-D;uk Catanty. FErrrit less si d ewer that pardon conveyed to the Some aiF7rnida 1rr Official lIccurtis flack t 1%1 Page 30CNT_ Pal fi The 51onh 50 feet of Lots 11 and 1 ?, in Etlo cl 14 ooOuih, MAP OF WA MT.:woo frrk. to Ih a ialttt d+rneof as recorded in nu "A" Pitt 41, 13f the Public I or[1.5 of Miami-111dc Cntmty.PQrida. Parcel The South 50 feet of Lots 1 I mod 12. is Eiluuk 4rP Solidly, MAT' o 'alai 1. nun:17E11kt to the plat tficec{+f, 4 t«oedr d it( PLC. Boa1_'Er 1}:t1:,c 41, of the Public Records a lr Miami -Dade County. florid; Lena cud 'except therrfiomn ere fOtte mini perm] ocrnvcycd 10 the Stott of Florida. for rand Tizitt-af--way. e4 described to That Deed recorded in r10014 1l9-51. hEtc 3087, :md fitm-Tlicr dEsutbcd Begin at the. S.W, comer of slid Lot 1 L theme run N.57"507257. Moog the S-uwliee'1y boundary of said Lot it., For n distm o of-4 irh Leer to the Point of 13cginning ale cTn t]ar curve i:ottcttt c to the Nurileast mod fault 16rir5 clement wind iusof25.0(rfeet axedntangent baring ars.#i7250'?5`W.;thence-rt SnutFtweaietly,Westerly and Neethw :terl}rpkm theerrof said virenlar area to tlhc riSkrt. through ii ccnual angle of H P5-1w 1' fine diStunee 0119,21 fait tex flee pint oftangancy axed a poirn o the Westerly botmderyof 5aldLut11;thencerunS_2"15`1.4"E.t<1oi said Wenteybc,eend formdimaF*a-9tsfeet inthcPalma Being. Ail of slid l mrls situate. j mid ben' is( in M .�mi-Rack County, firErida. 3 Exhibit B Future Land Use Map Excerpt . ,. \.... \ \ - ',... . „ . , \ ' - Noit. • \ li• Exhibit C Miami 21 Excerpt Exhibit D SAP Area 953ckl £FEAFLIN cry q+ �w�ffi AYi891 iYii T=41 10.2 rtr ,JBLICE=raITAF A i6E H4 N, lei TRiFFrC I10410V PANTS *Riverwalk in Jose Marti Park will be tonstructed associated with phase I NUE RR1RGE i 1 I I \ 1 I 1 LJ^ Exhibit E SAP Application Area 1 1 '4 1 11 1\\ 1 I 1 �� 1 1 1 I 1 11 �y 1; I1 1 I I 1 0, 11 11 I 1 I JJ 1 I I OPAPHIC SCALE w 5.b FriEET f { IIG T6Sf amcn-154 h J �S,W- nh. S'CRE6T Exhibit F Miami River SAP Regulating Plan and Design Guidelines Included Under Separate Cover Exhibit G Proposed Benefit Contribution Summary Phase Benefit Price per Square Foot Benefit Area (Square Feet) Benefit Contribution 1 $17.82 312,400 $5,566,968 3 $17.82 312,400 $5,566,968 4 $17.82 242,400 $4,319,568 5 $17.82 340,800 $6,073,056 Total $21,526,560 Miami River Public Benefits Phased Project Schedule and Estimated Costs Phase Benefit Description Estimated Costs 1 $5,715,365 Public Riverwalk and Bulkhead Improvements • Developer will construct a connected Riverwalk beginning at SW 3 Avenue and continuing $3,167,370 through Jose Marti Park in compliance with Miami River Greenway Action Plan, Miami River Corridor Urban Infill Plan and Miami 21. • Existing cracks in the concrete cap will be sealed with a marine grade epoxy to prevent further salt water intrusion into the seawall cap along the entire 700 linear feet of bulkhead. • The gaps around the three 30"-42" outfalls protruding through the caps will be sealed with marine grade grout to prevent further upland soil erosion. • Areas of soft or chipped concrete in the panels and caps will be patched with a marine grade grout. • To prevent further erosion and undermining of the armor mat, a toe wall or additional armoring may need to be installed along a 100 foot length of the shoreline. • The area of damaged armor mat will need to be repaired with replacement armoring similar to the installed mats Public Plazas Developer will create public plaza and access areas along the Miami River and SW 3 Avenue. $841,615 Public Streetscapes Developer will create a unified streetscape consisting of cohesive and attractive landscaping, hardscaping, street furniture, and signage along SW 3 Avenue, SW 5 Street, and SW 6 Street between SW 3 Avenue and SW 2.5 Avenue within the proximity of the project area. $1,085 955 Bicycle Routes Developer will incorporate bicycle routes within streetscapes along SW 2 Avenue, along the River, SW 7 Street, and along SW 3 Avenue between SW 6 Street and the River. $90,496 Park and Public Spaces Design Developer will hire consultants to analyze and design Park and Public Streetscapes $250 000 Jose Marti Park Developer will improve connection between park area and riverwalk during connection with landscaping, hardscaping and street furniture. $279,929 Miami River Public Benefits Phased Project Schedule and Estimated Costs 3 $6,510,601 Traffic and I-95 Overpass and SW 2 Avenue Bridge • Developer will improve SW 4th Avenue/I-95 Southbound off -ramp at the intersection with SW 7th Avenue in coordination with FDOT. • Developer will implement measures for the two- way traffic conversion of SW 3 Avenue between SW 6 Street and SW 7 Street, including the modification of the signal of the intersection of SW 7 Street and SW 3 Avenue to accommodate $5,434,655 Southbound approach. • Developer will introduce up -lighting to improve safety and encourage public access Public Streetscapes Developer will create a unified streetscape consisting of cohesive and attractive landscaping, hardscaping, street furniture, and signage along SW 7 Street and $570 942 2.5 Avenue Developer will create a pedestrian and vehicular crossblock passage which grants public access through the center of the property, directly to the Miami River, SW 2.5 Avenue within the proximity of the project area. $505,004 4 $6,839,969 Jose Marti Park Developer will renovate existing pool and restroom, demolish existing gates, plazas and structures, and construct a children's interactive fountain and playground, adult game area, outdoor built-in gym equipment, canoe launch, concession area, and improve the park with landscaping, hardscaping, and signage. $6,294,023 Public Streetscapes Developer will create a unified streetscape consisting of cohesive and attractive landscaping, hardscaping, street furniture, and signage along SW 6 Street within the proximity of the project area. $545,946 5 $1,152,500 Public Plazas Developer will create public plaza and access areas along the Miami River and SW 2 Avenue. $402,500 Construction Contingencies Construction contingencies associated with the construction and design of the Park and Public Spaces $250,000 Park Land Acquisition Developer will contribute funds towards park land acquisition within the East Little Havana area $250,000 Miami River Public Benefits Phased Project Schedule and Estimated Costs Riverwalk Connectivity Developer will contribute to the Underline Bicycle Connection from Riverwalk to SW 2nd Avenue $250,000 1 & 3 $1,308,125 Art in Public Places • Riverwalk, Beneath 1-95 Bridge, Street Terminus and SW 2nd Bridge, Jose Marti Park at 6th Avenue $1,308,125 • $1,433,125.00 This instrument was prepared by: Name: Melissa Tapanes Llahues, Esq. Address: Bercow Radell, & Fernandez, P.A. 200 S. Biscayne Boulevard, Suite 850 Miami, FL 33131 Exhibit H (Space reserved for Clerk) DECLARATION OF RESTRICTIONS WHEREAS, the undersigned Owner holds the fee simple title to approximately 6.3 acres of land in the City of Miami, Florida (the "City"), described in Exhibit "A," attached to this Declaration (the "Property"), which statement as to title is supported by the attorney's opinions attached to this Declaration as Exhibit "B"; WHEREAS, the Property is currently designated Industrial and Restricted Commercial on the City's Future Land Use Map, shown on Exhibit "C," attached to this Declaration; WHEREAS, the Property is currently zoned D3 Waterfront Industrial and T6-36B-O Urban Core, as shown on Exhibit "D," attached to this Declaration; WHEREAS, the portion of the Property zoned D3 Waterfront Industrial is also governed by the Port of Miami River Sub -Element and identified as Category B therein; WHEREAS, Owner will be seeking approval of a Special Area Plan ("SAP") created for the Property, to be developed in coordination with the City; WHEREAS, the Property is a subset of the SAP Application Area, as described in Exhibit "E;" WHEREAS, Owner will be applying to rezone the Property pursuant to the abovementioned Special Area Plan; WHEREAS, the portion of the Property zoned D3 Marine Industrial will remain D3 Marine Industrial; WHEREAS, Policy PA-3.1.9 of the Miami Neighborhood Comprehensive Plan requires that all new residential development located along the Miami River be the subject of a recorded (Public Hearing) Declaration of Restrictions Page 2 (Space reserved for Clerk) covenant acknowledging and accepting the presence of the existing Working Waterfront 24- hour operations, as permitted; WHEREAS, the Port of Miami River has a designated Federal Navigable Channel featuring numerous job generating businesses, including International Shipping Terminals, Boatyards, Marinas, Tug Boat Basins, Commercial Fishing, etc. NOW THEREFORE, in order to assure the City, and other stakeholders, that the representations made by the Owner during the City's consideration of the concurrent Land Use and Special Area Plan Applications will be abided by the Owner, its successors and assigns, freely, voluntarily, and without duress, makes the following Declaration of Restrictions covering and running with the Property: 1) This Declaration of Restrictions satisfies the requirement set forth in Policy PA-3.1.9 of the Miami Neighborhood Comprehensive Plan. 2) The Property will be redeveloped in accordance with the Miami River Greenway Action Plan and the Miami River Corridor Urban Infill Plan. 3) The portion of the Property currently zoned D3, and designated as Industrial on the City's Future Land Use Atlas, shall maintain a working waterfront use. 4) Owner recognizes that legally permitted existing Working Waterfront 24-hour operations currently exist proximate to the Property. Therefore, Owner agrees: (a) not to object or otherwise attempt to impede any legally permitted Working Waterfront 24-hour operations; (b) to provide all future tenants and prospective owners of the Property notice of the existing Working Waterfront 24-hour operations and will include a provision to agree not to object to legally permitted Working Waterfront 24- hour operations in each lease and or Condominium Sale Documents; (c) that it is solely the Owner's responsibility to design its structures to accommodate legally permitted Working Waterfront 24-hour operations; and (d) that it will not pursue any claims for liability, loss or damage, whether through litigation or otherwise, against permittees engaging in Working Waterfront 24-hour operations, related to, noise, smoke, fumes, federally regulated bridge openings, and/or other quality of life issues that might result from legally permitted Working Waterfront 24-hour operations. 5) There shall be no net loss of the number of recreational wet -slips along the Miami River, except as required by the United States Coast Guard, the Miami -Dade County Department of Regulatory and Economic Resources, or as required by other regulating agencies with appropriate jurisdiction. (Public Hearing) Declaration of Restrictions Page 3 (Space reserved for Clerk) Covenant Running with the Land. This Declaration on the part of the Owner shall constitute a covenant running with the land and may be recorded, at Owner's expense, in the public records of Miami -Dade County, Florida and shall remain in full force and effect and be binding upon the undersigned Owner, and their heirs, successors and assigns until such time as the same is modified or released. These restrictions during their lifetime shall be for the benefit of, and limitation upon, all present and future owners of the real property and for the benefit of the City of Miami and the public welfare. The Owner, and their heirs, successors and assigns, acknowledge that acceptance of this Declaration does not in any way obligate or provide a limitation on the City. Term. This Declaration is to run with the land and shall be binding on all parties and all persons claiming under it for a period of thirty (30) years from the date this Declaration is recorded after which time it shall be extended automatically for successive periods of ten (10) years each, unless an instrument signed by the, then, owner(s) of the Property has been recorded agreeing to change the covenant in whole, or in part, provided that the Declaration has first been modified or released by the City of Miami. Modification, Amendment, Release. This Declaration of Restrictions may be modified, amended or released as to the land herein described, or any portion thereof, by a written instrument executed by the then owner(s) of the fee simple title to the Property, or any portion thereof, provided that the same is reviewed by the Miami River Commission for an advisory recommendation and approved by the City Commission of the City of Miami, Florida. Should this Declaration be so modified, amended, or released, the Director of the Depaitinent of Planning and Zoning or the executive officer of a successor department, or, in the absence of such Director or executive officer, by his or her assistant in charge of the office in his/her office, shall execute a written instrument effectuating and acknowledging such modification, amendment, or release. Enforcement. Enforcement shall be by action against any parties or person violating, or attempting to violate, any covenants. The prevailing party in any action or suit pertaining to or arising out of this declaration shall be entitled to recover, in addition to costs and disbursements allowed by law, such sum as the Court may adjudge to be reasonable for the services of his attorney. This enforcement provision shall be in addition to any other remedies available at law, in equity or both. Election of Remedies. All rights, remedies and privileges granted herein shall be deemed to be cumulative and the exercise of any one or more shall neither be deemed to constitute an election of remedies, nor shall it preclude the party exercising the same from exercising such other additional rights, remedies or privileges. (Public Hearing) Declaration of Restrictions Page 4 (Space reserved for Clerk) Presumption of Compliance. Where construction has occurred on the Property or any portion thereof, pursuant to a lawful permit issued by the City, and inspections made and approval of occupancy given by the City, then such construction, inspection and approval shall create a rebuttable presumption that the buildings or structures thus constructed comply with the intent and spirit of this Declaration. Severability. Invalidation of any one of these covenants, by judgment of Court, shall not affect any of the other provisions which shall remain in full force and effect. However, if any material portion is invalidated, the City shall be entitled to revoke any approval predicated upon the invalidated portion Recordation and Effective Date. This Declaration shall be filed of record in the public records of Miami -Dade County, Florida at the cost of the Owner following the approval of the Application. This Declaration shall become effective immediately upon recordation. Notwithstanding the previous sentence, if any appeal is filed, and the disposition of such appeal results in the denial of the Application, in its entirety, then this Declaration shall be null and void and of no further effect. Upon the disposition of an appeal that results in the denial of the Application, in its entirety, and upon written request, the Director of the Planning and Zoning Department or the executive officer of the successor of said department, or in the absence of such director or executive officer by his/her assistant in charge of the office in his/her absence, shall forthwith execute a written instrument, in recordable form, acknowledging that this Declaration is null and void and of no further effect. Acceptance of Declaration. The Owner acknowledges that acceptance of this Declaration does not obligate the City in any manner, nor does it entitle the Owner to a favorable recommendation or approval of any application, zoning or otherwise, and the City Commission retains its full power and authority to deny each such application in whole or in part and decline to accept any conveyance. Owner. The term Owner shall include all heirs, assigns, and successors in interest. [Execution Pages Follow] (Public Hearing)