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HomeMy WebLinkAboutApplication & Supporting Docs4 ■ 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. 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 ■ 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 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 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 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 • 11111111111111111111111111111111111 N 11111111 Less That portion of Lot 10, Block 40 S e "Al. KNOWLTON MAP OF NIlAN11" according to the Plat ade County, Florida, e, as ethe Plat Booksaid Lot 10, said ge l, of the Public Records of line also being the South right-of-way line of S.W. 6t h bounded byb h Northeline of Street and by the Westline the Southeast ant Od tangent tone lso thcbiast described two lines. right-of-way of S.W. 3rd Avenue and by an arc concave t years; conditions, restrictions, limitations and ��seme�tS 0� C�COC , �l o ` and other governmental ordinances all[] ye�ll\htl011S, Pre ared by and return CO: Armando J. Bucelo, Jr, Attorney tit Law Roig, Tutan, Rosenberg, Martintn Stoller, Zumpano and Bellido, LLC 500 South Dixie Highway Suite 302 Coral Gables, # L 33146 Return to: Oren Lieber, Esq. Ritter, Zaretsky. Lieber and Jaime LLP 2915 Biscayne, Blvd. Suite 300 Miami, Florida 33137 C8E= 01 2.014Ra I.4-94• " OR Bk 29239 Pas 3248 - 3249; (2pss) RECORDED l37/22/21314 15:59:16 DEED DOC TAX 28,731.60 SURTAX 214548.70 HARVEY MIN! CLERK: OF COURT, MAKI--DADE COUNTY, FLORIDA Parcel Identification Number: 01-0204-000-1050 (Space Above This Line For Recording Data.) Trustee's Deed L �7day of July, 2014, between Edy Ortega, as Trustee of the Rafael Ortega This Trustee's Deed made this - Family Trust, whose post office address is 9221 S o6 ffice taddressMiami, is Florida 915 Biscayne Blvd., Suite 300.E Miami River y e F! rich a Delaware limited liability company, whosepost 33137, grantee: (Whenever used herein the terms gnnooand raands trusts toe included all he parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of core Witnessetll, that said grantor, for and in consideration doff th� dmTEN rantN AND ©100 DOLLARS is ($10.0 ) and dlother eel has and grated,valuable rbargained, s to said grantor to hand p by granted, bargained, and sold to the said grantee, and grantees heirs and assigns forever, the following described land, sstuate, lying and being in Miami -Dade County, Florida, to -wit: F An undivided 51.16% of Lots lB,li a as PQ eBlock l of toe PuSouth, blic Record©afMiami�f3ade County Flthe orida.Plat thereof; as recorded in Plat %3oa Subject to: Taxes for the year 2014 and subsequent , Ytded that nothing set forth herein shall serve to re -impose the same; and Parcel Identification Number: 01-0204-000-1050 DoubleTime OR. ELK 2923'9 PG 3249' 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 Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed an iel red in j presen of rint Name: nt Name: STATE OF FLORIDA ee tr....Edy Orteg', as Trustee oithe 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 1� no me or provided identification. piz,„„ Notary Public t/ Printed Name: My Commission Expires: BARBARA PICCIOt lE MY COMMISSION EE 185767 "• . Qwed 171uNEotaryPlutlicUndlerhslters Trustee's Deed - Page 2 DoubieTime'' 11HHIII HIM III1I Hill 1H1HH il1ill 11111111111I1 Record and Return to: Oren D. Lieber, Esq. RTE Title Company, Inc. 2915 Biscayne Blvd. Suite 300 Miami, Florida 33137 SPECIAL WARRANTY DEED F>lI 2O1.4-1 O 5 073' .: OR Bit 29235 Pss 2626 — 2628i (3pss) RECORDED 07/13/2014 15:16:33 DEED DOC TAX 0,60 SURTAX 0,45 HARVEY RUVINr CLERK OF COURT MIAMI—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, 15m 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 I day ofJuly, 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 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 WA".3. -IL ) COUNTY OF v r15 ) This instrument was acknowledged before me on July f, 2014, by Meyer Chetrit as Authorized Signatory of CG Miami River Owner LLC, a Florida limited liability company, who [ is personally known to me or who [ j produced , as identification. [SEAL] Notary Public in and for the State of Printed Name: LOTS-Ht!TTER SANCHEZ My commission expircNotery Public, State of New York No. 01 HU5042518 Qualified in Queens County Commission Expires April 24, 20 OR Br, 29235 PG 262 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 Miami -Dade County, Florida. 111111111111111111111111111111111111111111111 C-'FNN 2O 14F O51 4-95 1 OR Dk 29239 Pss 3252 — 3253; (2pss ) RECORDED 07/22/2014 15:59:16 DEED DOC TAX 27, 428.40 SURTAX 20,571.30 FH€ARVEY RUVIN, CLERK OF COURT MIAUI—DARE COUNTY, FLORIDA Prepared by and return to: Armando J. Buceio, Jr. Attorney at Law Roig, Tutan, Rosenberg, N1artinm 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: 01-020 4-000-1050 [Space Above This Line For Recording fatal 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, Miami, 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 corporauons, 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 grantees heirs and assigns forever, the fallowing described land, situate, Tying 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 MIAMI" according to the Plat thereof, as recorded in Plat Book "B" at Page 41, of the Public Records of lvliami-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 -32 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 oral] 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 a_nd-d- ered in ti present of: i rent Name:t12.6.115t Edy Orte a, as Trustee of the Edy Ortega Marital Trust int Name. 112-C-C-4-7t-j-c-C2 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me on this /7 day of Ortega. as Trustee of the Edy Ortega Marital Trust. She is personally know T�..0 Le-_r: S identification, Ndt Public Printed Name: My Commission Expires: BAii9ARAPtCCIONE MY COMMISSION EE 1115767 - - EXPIRES: July 9, 2016 q•V goa d ihtu Notary Pubic Undentsile<s 2014, by Edy e or provided Trustee's peed - Page 2 17oubleTimen Prepared by and return to: Armando J. Bucelo, 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 11111111111111111111111113111111111111111111 CF1.4 2014-R0514953 OR Bk 29239 Pss 3256 - 3257. (2pss) RECORDED 07/22/2014 15:59:16 DEED DOC TAX 141040.00 SURTAX 10,530.00 HARVEY RUVIhlr CLERK OF COURT NIANI-DADE COUNTY? FLORIDA [Space Above This Line For Recording Data] Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Indenture made this 1 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" are used for singular or plural, as context requires. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Doubteiime OR Bk 292 9 PG Z.3.2197 LAST PAGE Signed, sealed and deli - ec�i our pr-sence: River Marine Supply, Inc., a Florida corporation f By: 6 L./e(c,, Sr-. Edy Orte , President L/ Witness Name: I-41w CIL S'�u..,. (Corporate Seal) State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this 17 day of Sty 1 , 2014 by Edy Ortega, President of River Marine Supply, Inc., a Florida corporation, on behalf of the corporation. I-lelshe 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 d EE 165767 EXPIRES: JUIY 9, 2016 Banded Thru Woltn Public Underwriters i fWarrarrty Deed (Statutory Form) - Page 2 DoubfeTime'' 11111111111111111111111111111111111111111111 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 �l 2O14RO-5149 55 OR Bk 29239 Fes 3259 - 3260'r (2P9s RECORDED 07/22/2014 15:59:16 DEED DOC TAX 19f998.00 SURTAX 14r998.50 HARVEY RUVIth CLERK OF COURT MIAMI-QAQE COUNTYf 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 terms "grantor" and "grantee" include all the mites to this instrument and the hers, 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/100 DOLLARS (510.00) 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, d•cteti-v-exe =star presence: Witness Name: Witness Nam Witness Na Witness Name: 9Aberto Rodriguez 7grar) Ramona Rodriguez State of Florida County of Miami -Dade The fnrponino triin,vnf utac no irnn,virriavrl hafnra ma th,e 1'7th ria„ Al{IA Irvo f=i li,artr, Reel.-; .,,.o .�...1 t7.�.,-...,... OR Bk 29239 PG 3260 LAST PAGE Exhibit A -HE LAND REFERRED TO HEREIN BELOW IS SITUA I LD IN THE COUNTY OF MIAMI-DADE, STA I L OF FLORIDA, AND IS )ESCRIBED AS FOLLOWS: .ot 18, in Block 40 South, of Ci Y 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. end 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 I0 minutes with the last described course and approximately along the back of the sidewalk for 35 feet, more or less, to a ioint of curve; thence Southeasterly on the arc of said curve to the left, said curve having a radius of 68 feet and a :entral 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 Beit, 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 2ri 1 4- R 111U9 14-95 OR Bk 29239 P9s 3264 — 3267; (4139s) RECORDED 07/22/2014 15 n 59.16 DEED DOC TAX 917050.00 SURTAX 687287.50 HARVEY RUVIH7 CLERK OF COURT MIAMI—DADE COUNTY, FLORIDA Property Appraiser's Parcel Identification No.: C'/2 0i 7d0 /�yD° / S ' AO70, ffe, 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 2nd 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 ($10.00) 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 Purchaser's 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 oE4 DM213025708, I (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 - Pau 2 of 4 DM2\502570S. S Grantor has duly executed this instrument as of the date first written above. Signed, sealed and delivered in the presence of rent Name: i Print Name: % C Z_ STATE OF FLORIDA COUNTY OF MIAMI-DADE SELLERS: 7TH Street Land LLLP By: Integra Solutions, LLC, its general partner Dated: The foregoing instrument was acknowledged before me this / • day of ,14/// , 2014, by Paulo Melo, as Manager of Integra Solutions, LLC, as the general Partner 7`l' ( ) personally known to m or } Street Land LLLP, p has produced as identification. / \ He is (NOTARY SEAL) .o"'r1iLII'_. DAWN PEREZ ei r. Notary Public - Stale of Florida •- My Comm. Expires Sep 20, 2015 ..— Commission # EE 100602 •''•°, , Bonded Through National Notary Assn. Notary Publii Sta e ofllorida Print Name: / o,,,,_ / r DM2S5O25708. l Deed - Page 3 of 4 Bk "?9239 PG 3267 LAST 'AGE Print Name:\ Print N.zne: STATE OF FLORIDA COUNTY OF MIAMI-DADE Mahlberg Investment Holdings Inc., a Florida corporation By: Name: 01.41,0 Its: Dated: 1' (:') The foregoing instrument was acknowledged before me this /7,41day of i4/// , 2014, by He is ( ) personally known o me or (A.- has produced l/f't�/ as identification. ) it «N j!' 1 (NOTARY SEAL) DAWN PEREZ :'r `•t Notary Public - State of Florida s = My Comm. Expires Sep 20. 2015 ?. A Commission # EE 100803 " •,, ° Muted Through National Nolary Assn. r ;L� r i Notary Public, Si ate olorida Print Name: /.../4„ / - DM2\5025708.1 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 FIN 2014-Rn 14 959 OR Bk 29239 F'ss 3268 — 3270; (3139s) RECORDED 07/22/2014 15°.59:16 DEED DOC TAX 39,000.00 SURTAX 29►250.00 HARVEY RUVII']r CLERK OF COURT MIAIiI—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 "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 t day of July. 2014. to be effective upon delivery. Signed, sealed and delivered in the presence of: Downbyriver Miarni, Inc., a Florida corporation fe of Wit es '' SOF/ TCA219C Printed Name of Witness STATE OF FLORIDA COUNTY OF MIAMI-DADE By: Print Name: Michael Pulwer Title: President Address: 1019 5`r' Street Miami Beach, FL 33139 This instrument was acknowledged before me on July fie 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 iX l produced Pr/WA e / 46 , as id [SEAL] ;OFIA TERRAZAS hit Gp MMISSION FF 105996 EXPIRES: March 25, 201ti Hooded Thru Hetaty Pub!: UnderAders Not ry Pt is in an the State Florida Printed Name: `1)I My commission expires: ViVit EXI-HIBIT "A" THE LAND REFERRED TO HEREIN BELOW IS 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 Eastwardly 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 BK 29239 PG ; 270 LAST PAGE 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 (75.00) 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-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 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 45.59 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, Honda. 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 2C_eR0514961 OR Bk 29239 Pas '3272 -- 3273; (2Pssi RECORDED 07/22/2014 15:59:16 DEED DOC TAX 156000.00 SURTAX 117000.00 FI tRVEY RUVIH, CLERK OF COURT IlIAMI--GADE COUNTY? FLORIDA [Space Above This Line For Recording Data] Special Warranty Deed This Special Warranty Deed madethis ( 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, lent representatives, and assr,ns 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 (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: 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 !ow 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 lot lines of said Lots 1 and of said Block 38 South to the point or place of beginning, also submerged land 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/Ida: 511 SW 3fl Avenue and 242 SW 5n1 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 land and will defend the same against the lawful claims of all persons claiming by, through or under grantors. Special ft'arrarrty Deed - Page OR E K 29239 PG 3273 LAST PAGE In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Witness Nam Witness Name: 4 A 4( 5.5 (4 � ` t-`�- 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: 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 F has produced as identification. [Notary Seal] otary Public Printed Name: My Commission Expires: ?ot,.".'•:6'�% MARK S. SCHECHNER MY COMMISSION #FF1O7485 EXPIRES: June 27, 201B 'r�w dR°t O edidTru8u5WNiarrSerites Special 11 arrmity Deed - Pane 2 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 CFN 2014R05I.4963 OP Bk 29239 P35 3275 - 3276r (2P9s) RECORDED 07/22/2€014 15:59:16 DEED DOC TAX 47y520.00 SURTAX 35r640,0€€0€ HARVEY RUVIflr CLERK OF COURT 17IANI-DADE COUNTY? FLORIDA (Space Above This Line For Recording Data] Special Warranty Deed This Special Warranty Deed made this /9/ day of J) L.I , 2014 between BRICKELL 261 INVESTORS, LLC, a Florida limited liability company whose post office ad Tess 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: 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 sarne 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. DoubleTimee OR K. 29239 F'G 3276 LAST PAGE Signed, sealed and delivered in our presence: BRICKELL 261 INVESTORS, LLC, a Florida limited liability comaa By: WitneNa e: G =,;� ;ram Jos /�aQ� Witness a e: LL,a 04' hlvtirjn, Manager State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this t/ day of Tc! af> 7 , 2014 by Joseph Milton, Manager of BRICKELL 261 INVESTORS, LLC, a Florida limited liability comp y, on behalf of said firm. He LI is personally known or [X] has produced a driver's license as identification. F E1TRIZPAQUE0rANO EE r; EXPIRES: AlEle 17, 2015 Notary Pra`:b::tEnd:Vr[Ce.� rinted Naive: My Commission Expires: Specral if<arranty Deed - Page 2 DoubleTimes 1111111 II11111111 IIIII I1I111I11I 111111111 I111 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 2014R0514-966 OR Bk 29239 Pss 3290 - 3293; (4Pss) RECORDED 07/22/2014p15:59.16 DEED DOC TAX 51r44O.00 SURTAX 38►610.00 HARVEY RUVII4, CLERK OF COURT MIAMI--DADE COUWTYr FLORIDA [Space Above This Line For Recording Data] Special Warranty Deed This Special Warranty Deed made this Al day of J L / 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, LIP, 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 Iand 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. DoubleTimes) Signed, seated and delivered in our presence: itness 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 Iicense [Not ar Sealj: . COMMISSION E 3s19"1 XPIRES Jima 17.2015 F� ; - Eurd111m F! f -- iir iErraktf:15 2ND AVENUE RIVER DEVELOPMENT, LLC, a Florida limited liabiompany By: oseph Milton, Manager `7 day of f.73 1 i/ ,.)7 by Joseph Milton, a Florida limited liability ompany, opiehalf of said firm. He as identification. Not inted Name: My Commission Expires: v Special Warranty Deed - Page 2 DoubleTimeo 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 SEC I LON 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. 6th 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. 21u1 AVENUE, ALSO BEING THE WESTERLY RIGHT OF WAY LINE OF S.W. 2nd AVENUE; THENCE ALONG SAID LINE SOUTH 02°16'29" 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 SEC! 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 3293 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°15'42" 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. 111111111111111111111111111111111111111111111 THIS DOCUMENT PREPARED BY: EVAN R. MARBIN, ESQ. EVAN R. MARBIN & ASSOCIATES, P.A. 48 E. FLAGLER STREET, PH-I04 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 (:FN 14-RO4 551 a OR El: 292172; Pss 0658 - 459; (2pss) RECORDED 07/011/2014 10:45; 55 DEED DOC TAX 69,000.00 SURTAX 51975CJ.00 HARVEY F:UVIFIe CLERK OF COURT NIANI-DADE COUNTY? FLORIDA This Special Warranty Deed made this a t' day of June, 2014, by and between Ocean Drive Clevelander, Inc., a Florida corporation (the "Grantor"), whose mailing address is 1455 Ocean Drive, #I502, Miami Beach, FL 33139 and CG Miami River LLC, a Delaware Iimited 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 Iawful 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. Pilge ! of 2 Bk 2 213 PG oµ0, 5 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 1HEVELANDER, INC., a Florida eorpor Anthony ich, President STATE OF FLORIDA) COUNTY OF MIAMI-DADE) The foregoing instrument was acknowledged before me this 26 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. 4 SANDRA LEE ASBU RY MY COMMISSION at FF 060559 ij EXPIRES: December 21, 2017 Banded Um Noce f Pubac Linden tters Name: NOTARY PUBLIC, State of Florid Commission No.: My Commission Expires: Pa,e 2 of 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 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 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 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*: 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 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 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 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 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 City of Miami Legislation PZAB Resolution City Hall 3500 Pan American Drive Miami, FL 33133 www.miamigov.com File Number: 15-00624ap Final Action Date: A RESOLUTION OF THE MIAMI PLANNING, ZONING AND APPEALS BOARD RECOMMENDING APPROVAL OR DENIAL OF AN ORDINANCE OF THE MIAMI CITY COMMISSION, WITH ATTACHMENT(S), APPROVING WITH CONDITIONS, PURSUANT TO ARTICLES 3 AND 7 OF THE MIAMI 21 CODE, THE ZONING ORDINANCE OF THE CITY OF MIAMI, FLORIDA, THE REZONING OF CERTAIN PARCELS FOR THE DEVELOPMENT OF APPROXIMATELY 10.2 ACRES (444,696 SQ. / FT.) INCLUSIVE OF CITY -OWNED LAND) FOR THE "MIAMI RIVER SPECIAL AREA PLAN (SAP)", A MIXED USE DEVELOPMENT LOCATED AT APPROXIMATELY 257 AND 243 SW 7 ST, 243 SW 6 ST, 219 SW 7 ST, 224 SW 6 ST, 501 SW 3 AV, 233 SW 7 ST, 242 SW 5 ST, 220 SW 6 ST, 428 SW 3 AV, 401 SW 3 AV, 252 SW 6 ST, 243 SW 4 AV, 255 SW SOUTH RIVER DR, 645 SW 3 AV, 244 SW 6 ST, 330 SW SOUTH RIVER DR, 353 SW 4 ST, 621 SW 3 AV, 260 SW 6 ST, 261 SW 6 ST, 201 SW 6 ST, 201 SW 4 AV, INCLUDING AN EASTERN PORTION OF JOSE MARTI PARK, MIAMI, FLORIDA; AS DESCRIBED IN EXHIBIT "A", ATTACHED AND INCORPORATED; THE MIAMI RIVER SPECIAL AREA PLAN (SAP) CONSISTS OF A PHASED PROJECT DIVIDED INTO FIVE (5) PARTS WHICH INCLUDES APPROXIMATELY 4,181,087 SQUARE FEET OF DEVELOPMENT CONSISTING OF THE FOLLOWING: A) APPROXIMATELY 1,678 RESIDENTIAL UNITS; B) APPROXIMATELY 330 LODGING UNITS; C) APPROXIMATELY 66,541 SQUARE FEET OF OFFICE SPACE; D) APPROXIMATELY 176,350 SQUARE FEET OF COMMERCIAL USES; E) APPROXIMATELY 2,376 PARKING SPACES; F) APPROXIMATELY 17 BOAT SLIPS; G) APPROXIMATELY 35,964 SQUARE FEET OF CIVIC SPACE; AND H) APPROXIMATELY 15,175 SQUARE FEET OF OPEN SPACE; THE MIAMI RIVER SPECIAL AREA PLAN (SAP) WILL MODIFY THE TRANSECT ZONE REGULATIONS THAT ARE APPLICABLE TO THE SUBJECT PARCELS, WHERE A SECTION IS NOT SPECIALLY MODIFIED, THE REGULATION AND RESTRICTION OF MIAMI 21 CODE APPLY; THE SQUARE FOOTAGES ABOVE ARE APPROXIMATE AND MAY INCREASE OR DECREASE AT OF TIME OF BUILDING PERMIT BUT SHALL NOT EXCEED 4,181,087 SQUARE FEET OF DEVELOPMENT; AND SHALL CONTAIN A MINIMUM OF 35,964 SQUARE FEET OF CIVIC SPACE, AND A MINIMUM OF 15,175 SQUARE FEET OF OPEN SPACE; MAKING FINDINGS OF FACT AND STATING CONCLUSIONS OF LAW; PROVIDING FOR BINDING EFFECT; CONTAINING A SEVERABILITY CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE. LOCATION: Approximately 257 and 243 SW 7 Street, 243 SW 6 Street, 219 SW 7 Street, 224 SW 6 Street, 501 SW 3 Avenue, 233 SW 7 Street, 242 SW 5 Street, 220 SW 6 Street, 428 SW 3 Avenue, 401 SW 3 Avenue, 252 SW 6 Street, 243 SW 4 Avenue, 255 SW South River Drive, 645 SW 3 Avenue, 244 SW 6 Street, 330 SW South River Drive, 353 SW 4 Street, 621 SW 3 Avenue, 260 SW 6 Street, 261 SW 6 Street, 201 SW 6 Street, 201 SW 4 Avenue, and the eastern portion of Jose Marti Park. The project site is within the bounds of the Miami River to the north, SW 7 Street to the south, SW 2 Avenue to the east and SW City of Miami Page 1 of 6 File Id: 15-00624ap (Version: 1) Printed On: 5/27/2015 File Number: 15-00624ap 3 Avenue to the west. The City of Miami owns Jose Marti Park, located adjacent to the applicant's 6.2 acres and northwest of SW 3 Avenue, extending northwest of the Miami River and terminating at SW 2 Street. [Commissioner Frank Carrollo - District 3] APPLICANT(S): Melissa Tapanes Llahues, Esq. on behalf of CG Miami River, LLC. Daniel J. Alfonso, City Manager, on behalf of the City of Miami, as co -applicant. FINDING(S): PLANNING AND ZONING DEPARTMENT: Recommends approval with conditions. See supporting documentation. PURPOSE: This will allow the area to be Master Planned to allow a greater integration of public improvements and infrastructure and greater flexibility as part of the "Miami River Special Area Plan (SAP)." WHEREAS, the Miami River Special Area Plan (SAP) consists of approximately 10.2 ± acres of selected parcels; as described in Exhibit "A" qualifying as a Special Area Plan ("SAP") as per Article 3, Section 3.9 of the Miami 21 Code, (Zoning Ordinance); and WHEREAS, the aforementioned location for the proposed Miami River Special Area Plan (SAP) currently contains underutilized buildings and vacant lots. The entire development will consist of approximately 4,181,087 square feet of development; with A) approximately 1,678 residential units; B) approximately 330 Lodging units; C) approximately 66,541 square feet of office space; D) approximately 176,350 square feet of commercial uses; E) approximately 2,376 parking spaces; F) approximately 17 boat slips; G) approximately 35,964 square feet of Civic Space; and H) approximately 15,175 square feet of open space; and WHEREAS, the proposed Miami River Special Area Plan (SAP) will facilitate the redevelopment and benefit the area by creating residential units, hotel rooms, and commercial uses as well as civic and open space for the enjoyment of the general public; and WHEREAS, the requested Miami River Special Area Plan (SAP) will integrate public improvements and infrastructure while providing greater flexibility resulting in a higher quality or specialized building and streetscape design; and WHEREAS, projects such as this are critically important to the economic revitalization and enhancement of the City, in general, and specifically the downtown and Little Havana Miami River area; WHEREAS, the Miami River Special Area Plan (SAP) will create certain recurring and non -recurring financial benefits as well as temporary and permanent jobs; and WHEREAS, the Miami Planning, Zoning and Appeals Board (PZAB), at its meeting on June 3, 2015 following an advertised public hearing, adopted Resolution No** by a vote of**, item No. PZAB 6, recommending ** of the Miami River Special Area Plan (SAP); and WHEREAS, the City Commission after careful consideration of the matter deems it advisable and in City of Miami Page 2 of 6 File Id: 15-00624ap (Version: 1) Printed On: 5/27/2015 File Number: 15-00624ap the best interest of the general welfare of the City of Miami and its citizens to amend its Zoning Ordinance as hereinafter set forth; NOW, THEREFORE, BE IT ORDAINED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Ordinance are hereby adopted by reference thereto and incorporated herein as if fully set forth in this Section. Section 2. The Miami River Special Area Plan (SAP) attached hereto, is approved subject to the conditions specified herein, the Miami 21 Code, and the Zoning Ordinance, of the City of Miami. Section 3. The Miami River Special Area Plan (SAP) includes lower ranking SAP Permits as set forth in the Regulating Plan of the SAP attached hereto as "Exhibit B" which shall be reviewed for approval by the Department of Planning and Zoning. Section 4. The findings of fact set forth below are made with respect to the subject Miami River Special Area Plan (SAP): a. The Miami River Special Area Plan (SAP) is consistent with the adopted Miami Comprehensive Neighborhood Plan, as amended. b. The City Commission further finds that: (1) The Miami River Special Area Plan (SAP) will have a favorable impact on the economy of the City; (2) The Miami River Special Area Plan (SAP) will efficiently use public transportation facilities; (3) Any potentially adverse effects of the development will be mitigated through compliance with the conditions of this Miami River Special Area Plan (SAP); (4) The Miami River Special Area Plan (SAP) will efficiently use existing public or civic spaces; (5) The Miami River Special Area Plan (SAP) will not negatively impact the environment and natural resources of the City; (6) The Miami River Special Area Plan (SAP) will not adversely affect living conditions in the neighborhood; (7) The Miami River Special Area Plan (SAP) will not adversely affect public safety; (8) Based on the record presented and evidence presented, the public welfare will be served by the Miami River Special Area Plan (SAP); and (9) Any potentially adverse effects arising from this development not limited to safety and security, fire protection, solid waste, heritage conservation and trees will be mitigated through compliance with the conditions of this Miami River Special Area Plan (SAP). Section 5. The Miami River Special Area Plan (SAP), inclusive of the, Concept Document Exhibit "C", Executive Summary Exhibit "D" and Regulating Plan Exhibit "B", as approved, shall be binding upon the Applicant and any successors in interest. Section 6. The application for Miami River Special Area Plan (SAP), which was submitted on April 28, 2015, and on file with the Hearing Boards Section of the Department of Planning and Zoning, shall be relied upon generally for administrative interpretations and is incorporated by reference. Section 7. The City Manager is directed to instruct the Director of Planning and Zoning to transmit a copy of this Ordinance and attachments to the Applicant upon final approval. City of Miami Page 3 of 6 File Id: 15-00624ap (Version: 1) Printed On: 5/27/2015 File Number: 15-00624ap Section 8. The Findings of Fact and Conclusions of Law are made with respect to the Miami River Special Area Plan (SAP) as described herein and in documents incorporated hereto. Section 9. The Miami River Special Area Plan (SAP) is granted and approved. Section 10. In the event that any portion or section of this Ordinance or the Miami River Special Area Plan (SAP) is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect the remaining portions of this Ordinance or SAP which shall remain in full force and effect. Section 11. The provisions for this Miami River Special Area Plan (SAP), as approved, shall commence and become operative thirty (30) days after the final adoption of the Ordinance. Section 12. This Ordinance shall become effective immediately upon its final adoption and signature of the Mayor, following any applicable appeal period. CONDITIONS Based on analysis and findings, the Department of Planning and Zoning recommends approval of the "Miami River Special Area Plan (SAP)" with the following conditions: 1) Comply with all applicable building codes, land development regulations, ordinances, and other laws and pay all applicable fees due prior to the issuance of any building permit. 2) Allow the Miami Police Department to conduct a security survey, at the Department's discretion, and to make recommendations concerning security measures and systems; further submit a report to the Department of Planning and Zoning, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the SAP security and construction plans, or demonstrate to the Director of Planning and Zoning why such recommendations are impractical. 3) Obtain approval from, or provide a letter from the Department of Fire - Rescue indicating Applicant's coordination with members of the Fire Plan Review Section at the Department of Fire - Rescue in the review of the scope of the Miami River Special Area Plan (SAP), owner responsibility, building development process and review procedures, as well as specific requirements for fire protection and life safety systems, exiting, vehicular access and water supply 4) Obtain approval from, or provide a letter of assurance from the Department of Solid Waste that the Miami River Special Area Plan (SAP) has addressed all concerns of said Department prior to the obtaining a building permit. 5) Comply with the Minority Participation and Employment Plan (including a Contractor / Subcontractor Participation Plan) submitted to the City as part of the Application for Development Approval, with the understanding that the Applicant must use its best efforts to follow the provisions of the City 's Minority/Women Business Affairs and Procurement Program as a guide, as applicable. 6) Record the following in the Public Records of Dade County, Florida, prior to the issuance of any building permit: a. Declaration of Covenants and Restrictions providing that the ownership, operation, and City of Miami Page 4 of 6 File Id: 15-00624ap (Version: 1) Printed On: 5/27/2015 File Number: 15-00624ap maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity; and b. Record in the Public Records a Unity of Title or a covenant in lieu of a Unity of Title, if, applicable, subject to the review and approval of the City Attorney's Office. 7) Prior to the issuance of any building permit, provide the Department of Planning and Zoning with a recorded copy of the documents mentioned in condition (6) above. 8) Provide the Department of Planning and Zoning with a temporary construction plan that address construction phasing and includes the following elements: a. Temporary construction parking plan, with an enforcement policy; b. Construction noise management plan with an enforcement policy; and c. Maintenance plan for the temporary construction site; said plan shall be subject to the review and approval by the Planning Department prior to the issuance of any building permits and shall be enforced during construction activity. All construction activity shall remain in full compliance with the provisions of the submitted construction plan; failure to comply may lead to a suspension or revocation of this Miami River Special Area Plan (SAP). As applicable, the developer, of the approved Miami River Special Area Plan (SAP) shall be responsible for securing the City's approval for any change or modification to the approved temporary construction plan. Request for approval of any change or modification to the previously approved temporary construction plan shall be submitted for review and approval no later than two weeks to the implementation of such a requested change or modification. 9) Prior to the issuance of any building permit for the Miami River Special Area Plan (SAP), the applicant for the SAP shall provide the Department of Planning and Zoning for review for compliance and further approval: a. Sufficiency Letter from the City of Miami, Office of Transportation; b. Final determination of Public School Concurrency and Capacity Reservation; c. Conservation Assessment Report as portions of the project are located within a High Archeological Probability Zone; and d. Proof of compliance with conditions established by the following department or agencies, specifically: o City and County Public Works Departments o Miami -Dade County Water and Sewer o Miami -Dade County Traffic Engineering Division o Florida Department of Transportation (FDOT) 10) The Miami River Special Area Plan (SAP) includes a Development Review Process which address the build out of the individual Buildings as identified in the Regulation Plan. All development within the SAP shall be submitted for the review and approval by the Director of Planning and Zoning prior to the issuance of any building permit consistent with the requirements of Article 3, Section 3.9.1(g) of the Miami 21 Code and the SAP. 11) Within 90 days of the effective date of this Ordinance, record a certified copy of the Development Agreement specifying that the Development Agreement runs with the land and is binding on the Applicant, its successors, and assigns, jointly or severally. 12) The Applicant, shall comply with the conditions identified in the Ordinance, the Miami River Special Area Plan (SAP), and all applicable local, state and federal regulations. City of Miami Page 5 of 6 File Id: 15-00624ap (Version: 1) Printed On: 5/27/2015 File Number: 15-00624ap THE CITY OF MIAMI SHALL: Establish the operative date of this Development Agreement as being thirty (30) days from the date of its final adoption; the final adoption date shall constitute the commencement of the thirty (30) day period to appeal the provisions of the Development Agreement. CONCLUSIONS OF LAW The Miami River Special Area Plan (SAP), as approved, complies with the Miami Comprehensive Neighborhood Plan as amended, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations pursuant to the Miami 21 Code. APPROVED AS TO FORM AND CORRECTNESS: VICTORIA MENDEZ CITY ATTORNEY City of Miami Page 6 of 6 File Id: 15-00624ap (Version: 1) Printed On: 5/27/2015 Exhibit "A" SAP Application Area (shaded) ( Di 310*i ) * * *1541 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 EXHIBIT B 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 AMI 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 KOBIKARP I NI.% •1 BCRCOW RADZ.LL6 FE'RNANO!Z ME$ Kimley »Horn writ CG MIAMI RIVER, LLC 3200 STIRLING ROAD HOLLYWOOD, FL 33021 KOBI KARP KOBI KARP ARCHITECTURE AND INTERIOR DESIGN 2915 BISCAYNE BLVD SUITE 200 MIAMI, FL 33137 ROMAN AND WILLIAMS BUILDINGS AND INTERIORS 324 LAFAYETTE STREET, 6TH FLOOR NEW YORK, NY 10012 Kirnley'»Horn JUNGLES KIMLEY HORN 1221 BRICKELL AVENUE SUITE 400 MIAMI, FL 33131 RAYMOND JUNGLES 242 SW 5TH STREET MIAMI, FL 33130 Kimley>»Horn KIMLEY HORN 1221 BRICKELL AVENUE SUITE 400 Mr17,11_ FI 11131 __,,TAL ENGI s 1- s"a COASTAL SYSTEMS INTERNATIONAL, INC 464 SOUTH DIXIE HIGHWAY CORAL GABLES, FL 33146 BERCOW RADELL &FERNANDEZ ZONING, LAND USE ANO ENVIRONMENTAL- BERCOW RADELL & FERNANDEZ, PA 200 SOUTH BISCAYNE BLVD SUITE 850 MIAMI, FL 33131 BOOK 2 A SITE SURVEY 1 OF 3 A2 SURVEY 2OF3 - DEVELOPMENT AND DISTANCE TO TOD A3 SURVEY 30F 3 -JOSE MARTI PARK A4 LOCATION MAP AS SEE AERIALS A6 EXISNNG SITE CONDITIONS A7 EXISTING SHE CONDITIONS A8 CURRENT SITE CONDITIONSPANORAMIC VIEWS A9 CURRENT SITECONDITIONS-PANORAMIC VIEWS A10 CURRENT SITE CONDITIONS A11 EXISTING AERIAL PLAN Al2 PROPOSED SITE PLAN B ZONING DIAGRAMS Bl SAP ZONING ANALYSIS (PROPOSED) LAND USE MAP B3 SITE DEVELOPMENT B4 PROJECT DATA 10F3 BS PROJECT DATA 2 OF B6 PROJECT DATA 30F3 LoT BB RAGE SAP AREA B9 FRONTAGE DIAGRAM MO LAVERS DIAGRAM 1311 LIGHT & VIEW CORRIDOR DIAGRAM 612 OPEN AREA & CIVIC DIAGRAM 613 LOADING DIAGRAM -BASEMENT LEVEL 816 LOADING DIAGRAM - GROUND LEVEL 1315 TRANSIT DIAGRAMS 616 TRANSIT DIAGRAMS 812 PUBLIC ACCESS PLAN 618 PUBUCACCESS PLAN 819 R.O.W. MODIFICATION DIAGRAM 620 LOADING MANEUVRABIIITY 021 LOADING MONEUVRABIUTV 822 FIRE STAGING DIAGRAM 623 PEDESTRIAN CIRCULATION TO SW 25 AVE. 624 RivERwALE SECTIONAL DIAGRAMS 825 FLORIDA STATE COASTAL HIGH HAZARD DIAGRAM 616 BULKHEAD DESIGN & MARINE DOCKAGE 827 END OF EAST 6TH STREET IMPROVEMENTS 828 EAST OF SW 636 STREET IMPROVEMENTS -STAIRS 629 MOAD SECTION DIAGRAM C PROPOSED FLOOR PLANS C1 MASTERPLAN C2 FIR CALCULATION C3 FLR CALCULATION C4 PROPOSED - BASEMENT LEVEL FLOOR PLAN • PROPOSED- LEVEL 01 FLOOR PLAN C6 PROPOSED - LEVEL 02 FLOOR PLAN CT PROPOSED - LEVEL 03 FLOOR PLAN CS PROPOSED- LEVELFLOOR PLAN C9 PROPOSED- LEVELOS-08 FLOOR PLAN C10 PROPOSED- LEVEL 09 FLOOR PLAN C11 PROPOSED- LEVEL SO FLOOR PLAN C12 PROPOSED - LEVEL 11-36 FLOOR PLAN C13 PROPOSED - LEVEL 32-58 FLOOR PLAN C14 PROPOSED - LEVEL 59-60 FLOOR PLAN D BUILDING ELEVATIONS & SECTION L LANDSCAPE PLANS DI PROPOSED- OVERALL SOUTH ELEVATION Ll ...ARE PLAN INDEX D2 PROPOSED- OVERALL EAST ELEVATION L2 LANDSCAPE REQUIREMENTS D3 PROPOSED- OVERALL WEST ELEVATION LA TREE SURVEYPLAN 04 PROPOSED- OVERALL NORTH ELEVATION L4 TREE SURVEY SUMMARY 05 PROPOSED ENLARGEDSOLRH ELEVATION MIAMI RIVER -PHASE3&5 L5 TREE DISPOSITION PLAN D6 PROPOSED ENLARGED EAST ELEVATION MIAMI RIVER - PHASE 2&3 L6 TREE DISPOSITION SUMMARY DJ PROPOSED ENLARGED WEST ELEVATION MIAMI RIVER - PHASE I, 2 & 3 L7 PROPOSED TREE RELOCATION IMAGES DB PROPOSED ENLARGED NOR. ELEVARON MIAMI RIVER- PHASE 1&5 16 OVERALL DEVELOPMENT PLAN WITHOUT CANOPY D9 PROPOSEDRIVERWALK PROMENADE ELEVATION L9 OVERALL DEVELOPMENT PLAN WITH CANOPY DIO 3RD AVENUE ELEVATION L10 MAIN PLAZA ENLARGEMENT 011 2.5 AVENUE ELEVATION 1.22 NORTH PIMA ENLARGEMENT O 12 PROPOSED TYPICAL BUILDING SECTION L32 SOUTH PLAZA ENLARGEMENT O 13 MATERIAL BOARD L13 SW 2.5 AVENUEENIARGEMENT 014 TYPICAL TOWER DESIGN L14 2ND LEVEL PLAN O 15 SCHEMATICSECTON AND DETAILS L35 3RD LEVEL PLAN O 16 SCHEMATIC SECTION AND DETAILS L36 3TH LEVELPLAN 017 FACADE GLASS PERCENTAGE CALCULATION L17 JOSE MARTI PARK PLAN 018 3D RENDERING L16 LOSE MARTI PARK PLAN WITH TREE CANOPY 019 30 RENDERING L19 105E MARTI PARK ENLARGEMENT D20 30 RENDERING L20 105E MARTI PARK ENLARGEMENT D. 3D RENDERING 121 MIAMI RIVERSIDE CENTER ENLARGEMENT D. 30 RENDERING 122 RIVERWALK DESIGN STANDARDS 1223 30 RENDERING L23 SITE SECTION A - RIVERWALK D24 3D RENDERING L24 SEE SECTION B- SW TTH STREET (WEST END) D25 30 RENDERING L25 SITE SECTION C- SW 7TH STREET (EAST END) D26 30 RENDERING 126 SITESECTION D-SW 3RD AVENUE NEAR SW 6TH STREET D22 3D RENDERING L27 SITE SECTION E-SW 3RD AVENUE NEAR SW 5TH STREET D28 3D RENDERING 1.26 SITE SECTION F -SW 6TH STREET D29 313 RENDERING L20 ME SECTION G-SW 2.5 AVENUE D30 30 RENDERING 031 3D RENDERING L30 SITE SECTION H-SW 2.5 AVENUE '2 033 3D RENDERING L32 105E MARTI PARK SECTION 033D RENDERING L310.5E MARTI PARK SEC..D34 3D RENDERING L33 105E MARTI PARK SEcTION K D35 30 RENDERING L30 LOSE MARTI PARK SECTION L (((\\\\\\ D36 3D RENDERING L35 PERSPECNVE OF RIVERWALK AND DEVELOPMENT L36 PERSPECTIVE OF DEVELOPMENT AT LEVEL L32 PERSPECTIVE OF DEVELOPMENT AT RETAIL LEVEL F PROJECT INFORMATION DIAGRAMS L3LOSE MARTI PARK PERSPECTIVE AT RIVEflWA K L39 TREE AND PLANT PALETTE Fl LEED CHECKLIST L. TREE AND PLANT PALETTE CG MIAMI RIVER LLC L41 SITE FURNISHINGS 1.42 SITE FURNISHINGS L43 INSPIRATION IMAGES Jan. 28, 2015 L44 OVERALL LANDSCAPE PLAN A Feb. 26, 2015 L45 OVERALL LANDSCAPE PLAN- PHASE I A Apc. 01, 2015 L46 OVERALL LArvDSCAPE PLAN - PHASE ai A ARE 30, 2015 L47 OVERALL LANDSCAPE PLAN - PHASE 211 018 OVERALL LANDSCAPE PLAN - PHASE 2111 L49 OVERALL LANDSCAPE PLAN- PHASE3 L50 OVERALL LANDSCAPE PLAN - PHASE 4 L51 OVERALL LANDSCAPE PLAN - PHASE 5 L52 OVERALL LANDSCAPE PLAN -2ND LEVEL L53 OVERALL LANDSCAPE PLAN -3RD LEVEL L54 OVERALL LANDSCAPE PAN -9TH LEVEL L55 LANDSCAPE DETAILS CITY OF MIAMI HEARE DARDS PLANS,1EVJ5W Healy Weds ( INDEX SEPTEMBER 11, 2014 REVISIONS m Dec. 19, 2014 run 7 Kiml-eeyyN>»Horn Nth `w KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA AND NUMB 2929E ,ca..e le N A SITE PS SURVEY IOF3 A2 SURVEV 2OF 3 - DEVELOPMENT AND DISTANCE TO TOD A3 SURVEY 30F3 -10SE MARTI PARK AA LOCATION MAP AS SITE AERIALS 0.6 % ONG SITE CONDITIONS P) EXISTING SITE CONDITIONS AB CURRENT SITE CONDITIONS -PANORAMIC VIEWS A9 CURRENT SITE CONDITIONS -PANORAMIC VIEWS Al0 CURRENT SITE CONDITIONS All EXISTING AERIAL PLAN Alt PROPOSED SITE PLAN car OF IFIOIMI HEAR613 BOARDS PLAiJS R3ICIEW 1-1,01Mq BOO. 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SURVEY 3 OF 3 - JOSE MARTI PARK 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec.19, 2014 Z22, Jan. 28, 2015 A Feb. 26, 2015 A Apr.01, 2015 A Apr.30, 2015 W Kimley*Florn Das 1 A r. KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASID NOM 2915 EsaeXulevarel nAntir5'.ZZIr18" F;105.573.176.5 WWWROBINAPP.COM A-3 MIAMI MARLINS STADIUM 2 MILE DIAMETER MIAMI RIVER I-95 SITE WEST BRICKELL DOWNTOWN MARY BRICKELL VILLAGE ARENA BAY FRONT PARK BRICKELL KEY CITY OFIVIAMI HEAER,r, BOARDS PLANS , - PORT MIAMI lielFAIWAllak14111(0 SEPTEMBER 11, 2014 REVISIONS • Dec. 19, 2014 LL An. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr 20, 2015 Rw Kimley>>>Horn IMES VP/ Ala KOBI KARP ARCHITECTURE (5 INTERIORPNNDINESGIGN LA ASO KARS ward, Florida 33137 305573.1818 f: 305.573.3766 WWW.K0131..COM LOCATION MAP a) A-4 Jose Marti 1-95 Gymnasium NORTHEAST VIEW FPL Self Office Latitude storage building FPL MRC Neo Vertika Latitude SOUTHEAST VIEW Self sto age Jose Marti Gymnasium Publix CITY OF M!AMI H PLAIF' EVIEW5 Really Boa. SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS • Dec. 19, 2014 ® Ian. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 —s rt Kimlep»Horn JUNGLES AlrA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Al*.13 NCA0.11 91Hod. 33137 W W W.K001.11P.[OM SITE AERIALS A-5 SITE MAP 3 1 4 2 LAM [ IPCUIUM ID CITY OF MIAMI HEARI`9 BOARDS PLA4y EVIIE 29 EXISTING SITE CONDITIONS ° "-- 1S a SPECIAL AREA PLAN CG MIAMI RIVER LLC SEP EMBER 11, 2014 REVISIONS Q Dec. 19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr 01, 2015 6 Apr 30, 2015 Rw Kimley»>Horn two MIA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING PIA MID KAM 305.573.3. W W W.KOBINARR.COM A-6 SITE MAP 3 4 1 2 5 SPECIAL AREA PLAN CG MIAMI RIVER LLC 1.2.811 SEPTEMBER 11,2014 Dec. 19, 2014 B Jan. 28, 2015 A Feb. 26, 2015 A Apr 01, 2515 A Apr.30, 2215 Kw Kimley»Horn imas KOBI KARP CITY OF MIAMI HEARIN3 BOARDS PLAY" VIEW I) Rs r.3osgtE an 7-4 EXISTING SITE CONbm'bNS e- ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID NCARB A-7 AERIAL VIEW OF THE SITE PANORAMIC VIEW FROM SOUTHWEST (MRC) RIAMI HEARIN a BOARDS PLAN BMW maaMs SPECIAL AREA PLAN CG MIAMI RIVER LLC milsomain `V ti SEPTEMBER 11,2014 REVISIONS Dec, 19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 RA; Kimley»>Horn JUNGLES a AWA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AiA ASID N.0.0 I 29, " CURRENT SITE CONDITIONS PANORAMIC VIEWS A-8 VIEW OF RIVER FROM 2ND AVENUE BRIDGE VIEW OF RIVER AND BRICKELL FROM 2ND AVENUE BRIDGE CRY OF MIAMI HEARING BOARDS PLANVIEW Bmw iii �vni CURRENT CONDITIONS - PANORAMICSVIE WSr"� CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec.19, 2014 A Jan. 28, 2015 A =eb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 WuNt.t! Kimley>»Horn jaws rA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 91A ARID NCARB W W W.NOBINNRRCON A-9 VIEWS OF THE 2ND AVENUE BRIDGE EAST SIDE CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Q Dec. 19, 2014 L1 Jan. 29, 2015 L5 Feb. 26, 2015 A Apr.01,2015 L5 Apr. 30, 2015 Rw Kimley»Horn ARES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ""MI Ala A510 NUMB PLANS prVIEW LLI,7P I I < =s= am CURRENT CONDITIONS: A-10 0- CC 14.1 2 - .4 c 2 5,- KtIMILVAilakiam Ite SEPTEMBER 11, 2014 REVISIONS A, Dec. 19, 2014 & lan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kw Kimley>»Hom •, kINGLES VV KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM "SID WARS "n. O'S'Z'3.1831/.1"7 .05.573.37fie WWN.KORINAPACONI EXISTING AERIAL PLAN 40 A-11 STORAGE BUILDING PROPOSED SITE PLAN a Q 2 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS 1, Dec. 19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr 01,2015 L5 Apr. 30, 2015 W Kimley,Horn ULES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIP ASID NCARB W Ww.ICOelxggp.COM A-12 B ZONING DIAGRAMS 61 SAP KING ANALYSIS {PROPOSED) B2 LAND USE MAP 83 SITE DEVELOPMENT B4 PROJECT DATA I OF B5 PROJECT DATA 2 OF B6 PROJECT DATA 3 OF LOT COVEFAGE 88 SAP AREA B9 FRONTAGE DIAGRAM 810 LAYERS DIAGRAM 611 LIGHT& VIEW CORRIDOR DIAGRAM B12 OPEN AREA& CIVIC D AGRAM 613 LOADING DIAGRAM -3ASEMENTLEVEL 614 LOADING DIAGRAM -GROUND LEVEL 61S TRANSIT DIAGRAMS 616 TRANSIT DIAGRAMS 812 PUBLIC ACCESS PLAN B18 PUBDC ACCESS PLAN 819 R.O.W. MODIFICATION DIAGRAM 820 LOADING MANEUVRABILITY 821 LOADING MANEUVRABILITY B23 FIRE STAGING DIAGRAM B23 PEDESTRIAN CIRCULATION TO SW 2.5 AVE. 824 RIVERWALF SECTIONAL DIAGRAMS B25 FLORIDA STATE COASTAL HIGH HAZARD DIAGRAM B26 BULKHEADDESIGN & MARINE DOCKAGE B22 END OF EAST 6TH STREET IMPROVEMENTS 828 EAST OF SW 6th STREET IMPROVEMENTS -STAIRS 829 MOM SECTION DIAGRAM CITY OF MIAMI HEARIF: TE BOARDS PLACES REVIEW CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • 06C. 19, 2014 8 Ian. 28, 2015 ® Feb. 26, 2015 ® Apr. 01,2015 ® Apr.30, 2015 Rw Kimley>»Hom DIES AirA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Nor. .117 W Ww.KOBIRARP.COM MIAMI RIVER 400 UNITS/ACRE IUL a In LLI fr15! T i=7—) 500 UNITS/ACRt, 5 3 v 1,000 UNITS/ACRE - - cs=2 ca Cr) cD CD 0 fl CDB 1,000 UNITS/ACRE RIVER QUADRANT 500 UNITS/ACRE LITTLE HAVANA 200 UNITS/ACRE CG MIAMI RIVER LLC SEPTEMBER 11, 2019 REVISIONS ▪ Dec.19, 2014 & lan. 262015 & Feb. 26, 2015 ▪ Apr01, 2015 A Apo 30, 2015 F1W_ Kimley»Horn JUNGLES HEARR19 BOARDS 311 CITY OF ^ HEVIZVY BRICKELL zgfi, KOBI KARP ARCHITECTURE 500 UNITS/ACRE P.%,. INTERIOR DESIGN r. -4(4V A.nrIt. MIAMI RIVER .1=m CURRENT 200 UNITS/ACRE 305.573.11118 PROPOSED 400 UNITS/ACRE F:105.5,3.3766 WWW.X0131...CONI SAP MODIFICATION COMP. PLAN (PROPOSED) B-1 MIAMI RIVER SAP 444,696 sq. ft. 10.2 Acress all T1 NATURAL T3 SUB -URBAN T4 GENERAL URBAN T5 URBAN CENTER T6E' URBAN CORE T6-12' URBAN CORE T6-24' URBAN CORE - T6.36' URBAN CORE T6-46' URBAN CORE T6-60' URBAN CORE - T6-80. URBAN CORE 01 WORK PLACE D2 INDUSTRIAL 03 MARINE Rw - CS .Vic SPACE/PARKS Kimley>»Hom - CI CMC INSTITUTION ���I�� CI -HD CMItl�yyC INSTITUTION - HEALTH DISTRICT ES R -RESTRICTED L - LIMITED 0 - OPEN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec.19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 ro..m.R OF 5704[5 CITY CIF MIAMI HEARIN a BOARDS RAD EVIEW Men,ng Spa. Vri 101 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNINGNG AIA ASH, RB LAND USE MAP B-2 ,67' ,750 SF of 7 PHASE 4 60 Stories Mixed -Use 773,592 SF of FLR 350 Resid tial units 25,028 SF of • .ace 8,111 SF of Comme 374 Park PHASE 3 58 Stories Mixed-U se 1,118,694 SF of FLR 460 Residential units 180 Hotel rooms 54,977 SF of Commercial sp4e 765 Parking Spaces J PHASE 1 58 Stories Mixed -Use 1,118,027 SF of FLR 368 Residential units 150 Hotel rooms ,728 SF of Commercial sp arking Spaces PHASE 2 3 Stories Marine Industrial working waterfront 23,618 SF of Office/Commercial spac 0.35 miles of Riverwalk Promenade 17 Boat Slips CITY OF MIAMI HEAAIN9 BOARDS PIA. EVIEW Heat, Board NJ Planning 41611/ 15 SITE DEVELOPMENT CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS Dec 19, 2014 6 Ian. 28, 2015 ® Feb. 26, 2015 A Apr 01,2015 8 Apr. 30, 2015 Kimley>»Hom DES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 91ACAAO Re WWW.KOaIW.PP.COM B-3 MIAMI RIVER DA, PHASE I 8, 4 SUGDIND DATA SETBACKS NORTH INNER/ .LOINED I RROSEED '221:"EVUT 42,:0'5F 38 STORIES 50 STORIES PROPOSED PRASE 1 11r,T 38077 132 BO STORIES. ALLOWED / R.4M 5.505ED PNASE 1 SG FR. RIVER STOR; 1.0 105T 100. Of 51=7 LENGTH ":16:01l0 21=2'4" WA 2,O1111 HOTPSDFAMIONS FROM 1.51131 :13:216=2667"" 1 1%11 32.277 laItGILEST 1"23":0 11/ :011"14. GUEST 433, PARKING PEI/L.110NR 123 NILE FROM 200180913 %.7,agtrgX.17,"' 115.0 :;1,13KW,DsR5.151ED FROM 02 150 REQUIRED 10. 711. 75 10 30 LIFTS1 55050255 PRASE TZZaggStt PROPOSED...ES 38 48 PR"01:5"ED GOTESDEVIANONS FROM141,11.51 NOTEDDENATIONS FROM 241.131 R... 23, STORT AND ABOVE. 2515501.1 FLR 021.1300WN ALLOWED / REQUIRED PROPOSED PHASE 1 EVEL 53358 (21 FIASS / 601F3F, FRONTAGE OPEN SPACE DENSITY .0 UNITS PEP ACRE COMWERCIAL NOTEL (LODGING) ALL03.1.RECIIIIRED 7093 OF 2935T 70. 05 428561128.11 7013 OF WW2 1. OF LOT AR. 1:2TO 0 L 14.200 . PROPOSED PHASE 1 3382T 1,23,244 L.UP 1 DU I.0.31•748 4. I 50, LEIWL5 10,100 36 10.100 DI ALL.E0 REQUIRED LEVEL PROPOSED PNASE I.E333 1 14,27 NIA N/A 20 FT 281=6: r2611/11ER GROPOSED PNASE NOTES/DEVIATIONS FROM /4.41112.1 11440 21.825 '111 20.880 18,4. 23632 22.452 22.452 4,433 743,42,0 PR.oroSE-p r.sr A NA WA 350 PROPOSED PHASE 4 353,_ SF I ELEA E.W_PA W 12,300 rr 38 5400 MAK 31400 184 WO 6Z4:11:,242:43:=3:366/16r NOMDEVIATIONS 55. mwm12.1 38751,0.1 'GIFT F., '207 IS3 GOMMERG.L 3333.550.E.V.853.DUEEDMFRUSEI RESIDENTIAL 4, 1. RV M'''''CLAgErSI2 11) 1 PER 20 PARKING STALL5 374 NO 413 (4,175 301 1721.20. .PEOUBST TO PROVIDE ON SMELT GU MSG LOAD. 3211.205 g21:21. 20 55 CITY OF MIAMI HEAP.INS BOARDS EVIEW Rea. Boy. Srpa„inu, PROJECT DATA 1 OF 3 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS ZL, Dec. 19, 2014 LL Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 DW2 r\ Kimley>»Horn iuNaEs KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 13.111 AG/0 1NGRS 3: 305,573.3255 WWW.NOBIKARE.00131 B-4 MIAMI RIVER DATA PHASE 2 BUILDING DATA ZONING DESIGNATION OCCUPANCY LOT AREA LOT WIDTH LOT COVERAGE ac re, EAST WEST EAST WEST BUILDING HEIGHT MAX HEIGHT AS OF RIGHT ALLON'EDIREDUIRFD PROPOSED PHASE PROPOSED PHASE2 EAST BUILDING 100830IILDIW 03 0-3 'WATERFRONT WATERFRONT INDUSTRIAL INDUSTRIAL INDUSTRIAL 10000 SF 100 9 STORIES TOTAL PROPOSED 20A8 0.9t 138 3096 25% 56% 6,212 0.7 18,089 3 STORIES 3STORIES NOFESIDEVIVIONS FROM MIAMI21 SETBACKS ALI OWED/ REDO RED PROPOSED PHASE 2 PROPOSED PHASE EAST BI III DINO WEST BUILDING NOTESIDEV,IONS FROM MIAMI21 STRUCTURE PRINCIPAL FRONT SW 3R0 AVENUE STORY I-55, MIN 10 FT 1T STORY 6-18 FTMIN. NA N/A STORY ]-e-30 FTMIN. N/A NIA SECONDARY FRONT STORY 1-5 5E7 MIN 10 FT 10 FT SW 15TH STREET STORY 6-18 FT MIN. WA NIA STORY]-8-30 ,MIN. WA NIA RIVER FRONT 50 FT. MIN FROM BULKHEAD 50 FT - LEVEL, 50 FT- LEVEL 1 MIAMI RIVER 25,-LEVEL S3 25FT-LEVEL 2-3 PARKING PRINCIPAL FRONT SW 3R0 AVENUE STORY 1-5 5, MIN SECONDARY FROM STORY 1-5 5FT MIN SW 6TH STREET NIA WA NIA WA RIVER FRONT 50 FT. MIN FROM BULKHEAD WA WA MIAMI RIVER FRONTAGE ALLOWED/REpUIREQ 'ROPOSE0 PHASE 2 PROPOSED PHASE2 NOTES/DEVIATIONS EAST BUILDING WEST BUILDING TOTAL PROPOSED FROMMIAMI21 OPEN SPACE DENSITY AREAS COMMNECIAL R KIG eFUNSLATIORETAIL OFFICE PARKING REDUCTIONS ONSITE PARKING PROVIDED COMMERCIAL WA WA NIA MIN. LOT AREA RED. 13.013 EAST BUILDING M1,035 6356 WEST BUILDING 1,976 WA WA ALLOWED/ REQUIRED 1%6 40,088 WA N/A 'ROPOSEO PHASE2 PROPOSED PHASE 2 NOTES/DEVINIONS EASTBUILOING WEST BUILDING TOTAL PROPOSED FROMMIAMI21 LEVEL 4,932 5.960 9,884 11..0 OFFICE (MARINE RELATED LEVEL TOTAL BUILDING AREA REQUIRED RE l_Q_IHRED 3 PER 1000 616 1(2 MILE FROM TOD (30%) SHARED PARKING REM C. RETAIL (xyLoocm) 28/12=23-284-5 LOADING OFFICE/COMMERCIAL (DISTRICT) TOTAL 42 (1)12x 35 BIKE RACKS 1 PER 20 PARKING STALLS 24784 1,834 24618 PROPOSED PHASE 2 PROPOSED PHASE 2 NOTES/DEVIATIONS EAST BUILDING WEST BUILDING FROM MIAMI21 ONSTREET SPACES 2 2RACKS 2RACKS REQUIRED SPACE PROVIDED IN PHASE 1 ALL PARKING TO BE PROVIDED IN PHASE 1 'WAIVER REQUIRED FOR PARKING CM' OF MIAMI HEAP?!0' BOARDS FLAN' REVIEW SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec. 19, 2014 8 Jan. 28,2015 ® Feb. 26, 2015 A Apr.01, 2015 ® Apr. 30, 2015 Kimly>-eey»HHoorn M KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING IMP MID NUBS WWALKOBIKARROOM PROJECT DATA 2 OF 3 B-5 MIAMI RIVER DATA PHASE 3 & 5 BUILDING DATA SETBACKS FLR BREAKDOWN FRONTAGE OPEN SPACE DENSITY AREAS PROPOSED PHASE TOTAL NOTES/DEVIATIONS FROM ALI OWED/REWIRED PROPOSED PHASE PROPOSED MIAMI21 CONING DESIGNATON 61, OPEN TG366 OPEN T6-36t OPEN OCCUPANCY MIXED USE MIXED USE MIXED USE RESIDENTIAL UNITS LEVEL a6 (26 FLOORS) PHASE J 26 12,200 317,203 LOT AREA 5000sf PHASE 5 26 12100 317,200 6J4.400 RESIDENTIAL SUBTOTAL ACRES 1.38 1.32 2.69 1.0TM60TH 1008 400.-41 M. AVENUE IS A SHARE LEVEL J]-50 (22 FLOORS) PHASE section STREET.1 De761 Definitions 2212200 268'4ro 22 12200 268400 536,800 RESIDENTIAL BONUS FLR LpTCWERAGE PEDESTAL 80% 85% fin810ating 0 B 1.j. PHASE 5 PHASE 450,320 46,176 99,696 PHASES 45907 LEVEL 5960(2 FLOORS) PHASE 0 12200 PHASE 5 2 12,200 24400 LOT COVERAGE TOWER 18,000 1],4]3 17.3 RESIDENTAL TOTAL SF 585,600 585,600 1,171,200 BUILDING HEIGHT MAX HEIGHT AS OF RIMY 36 STORIES MAX BENEFIT HEIGHT 60 STORIES_ GO STORIES 60 STORIES REQUIRED PROPOSED PHASE TOTAL NOTES/DEVIATIONS FROM AREA (UNITS REQUIRED LEVEL PROPOSED PHASE3 LEVEL 5 PROPOSED MIAMI21 PROPOSED PHASE NOTES/DEVIATIONS FROM PARKING CALCULATIONS ALLOWED/REQUIRED PROPOSED PHASE 5 MIAM I COMER., RETAIL BASE LI S BASE. LIFTS 136 STRUCTURE OFFICE PERNOt STREET] FROM STORY IS_ 10. MIN STORY 1-8 10FT STORY I-8 10FT RESIDENTIAL PPER DU 980 2 23 41 SW TTH STREET STORY 960 20FT MIN STORY 960 20FT STORY 960 20FT RESIDENTAL GUEST I PER 10 DU 96 25 41 48 STORY 1G'OFT MIN STORY 1-8 10FT LODGING 2LU 130 q ■ SECONDARYSW 3R0 AVENUE STORY .020FT MIN STORY 98020FT NA LODGINGGUEST 1PER 15W 12 5 59 60 STORY 1-8 10FT MIN STORY I-8 10FT STORY I-8 10FT 2001356 60 60 SECSWTH STREET STORY 66020, MIN STORY 46020, STORY 46020, PARKING REDUCTIONS 2 MILE FROM TOD(3096) 600.63 fly SHARED PARKING REDUC. 1 ] 60 SIDE STORY I-B OFT MIN N,A STORY tb OFT OFFICE: LODGING(17) 80 -42 8 LIFTS 116 8 LIFTS 120 EAST STORY 96030FT MIN N,A STORY 6,02CLT SURPLUS/MINUS U TOTAL PARKING REQUIRED 1359 765 721 1486 127 J PARKING PRINCIPAL FRONT ART/GLASS TREATMENT OF PEDESTAL FACADE: NA 10099 OF FRONTAGE LENGTH -I SW ]TH STREET 100%OF FRONTAGE LENGTH (14'-01 LOADING RESIDENTIAL (7)10%2P (3)11.20' (2)TO'MO'' (5)10'%20 (1) BERTH REMOTIONce SECONDARY FRONT ARTIGIAM TREATMENT FOR 50360F LENGTH OF 100%OF LENGTH OF FRONTAGE AND 1006OF LENGTH OF FRONTAGE AND LLJ SW.0 AVENUE FRONTAGE OR HEIGHT OF PEDESTAL HEIGHT OF PEDESTAL HEIGHT OF PEDESTAL (3j 12X 35' (2j MIS 12X 35 III tY%55' *REQUEST 014 STREET LOADING\ COMMERCIAL/OFFICE (i)12%35 (2(12'%35' (1)BERTHREDUCTION SECONDARY FRONT ART/GLASS TREATMENT FOR 50%OF LENGTH OF 100%OF LENGTH OF FRONTAGE AND 100% OF LENGTH OF FRONTAGE ANL LODGING/HOTEL (3)32'%35' (1)12%95 (1)12 X35 (2)tYX35' (1)BERTH REDUCTION IZ SW 6TH STREET FRONTAGE OR HEIGHT OF PEDESTAL HEIGHT OF PEDESTAL HEIGHT OF PEDESTAL SIDE 0 FT 0 T BIKE RACKS 1 PER 20 PARKING STALLS 68 35 RACKS 35 RACKS 70 RACKS EASTQ PROPOSED PHASE TOTAL NOTESIDENATIONS FROM ALLOWED, REQUIRED LEVEL PROPOSED PHASE 3 5 PROPOSED MIAMI21 1� PLUS 40% PUBLIC BENEFIT 0 3,612,563 BABENENT 37397 34672 0 LEVEL 1 42,265 42,361 0,510 LEVEL25 21,187 LEVEL 41791 LEVEL 43842 38,366 LEVEL 4.5 LEVEL 5 LEVEL 6 LEVEL65 LEVEL ] LEVELS 41512 38,366 LEVELS 1810 12,455 LEVEEL 10 14,137 LEVEL II-30 28 LEVEL 37-50400" 22 14,200 312400 24 M200 340800 BS&2D0 BONUS FLR •Phase3 1,118,694 -114T,156 226Mil, " Phase 5 PRINCIPAL FRONT SW 7TH STREET SECONDARY FROM SW 3RD AVENUE SECONDARY FRONT SW 6TH STREET 400 UNITSPER ACRE. COMMERCIAL HOTEL(LODGINGi OFFICE PROPOSED PHASE TOTAL NOTES/DEVIATIONS FROM ALLOWED/REQUIRED PROPOSED PHASE 3 PROPOSED MNMI31 70%OF 400FT 166 FT 15f M 316FT (79%) WAN OF 300FT 257FT 70%OF 390, 1.M 10%OF LOT AREA 11,725 PHASE 3=400(1.38ac)= 550 PHASE 5. 400(1,328c)= 527 DU =1 D.0 TOTAL 400(2.698c)=1077 460 90 550 67 un35 Felene I PA 257 FT(85%) 169FT 338FT(36%) 0 500 2J,012 980 90 1050 8Rb04r8Cle I 390 unas Nele>e Aquas. PROPOSED PHASE TOTAL NOTES/DEVIATIONS FROM ALLOWED/REQUIRED LEVEL gM PROPOSED PHASE LEVEL gT% 6 PROPOSED 10 25 15,107 19,635 19,635 54,977 13,197 13,197 13,19] 13,197 13,19] 3.082 10 .984 180 90,651 16,903 1],225 14,432 COMMERCIAL 49,750 104,727 6,123 8,289 ems 8,289 39,679 HOTEL 00,051 OF9FICE MIAMI21 SPECIAL AREA PLAN v SEPTEMBER 11,2014 REVISIONS A Dec, 19,2014 Jan, 28, 2015 A Feb. 26,2015 A 4r,01,2015 A Apr. 30, 2015 Kimley»)Horn JUNGLES KOBI KARP CITY pP M,AMI ARCHITECTURE NPLA*' (RDARDS FLAl,'YyTIRE1f{�W I INTERIOR DESIGN FFr9FFm IS PLANNING AIA05115NCARB PROJECT DATA 3 OF 3 B-6 PROPERTY SIZE: LOT COVERAGE: 93,377 SF (68%) SW 7TH ST. 270' SW 3RD AVE. W 2. 27C-3" SW 7TH ST. PROPERTY SIZE: 117,291 SF LOT COVERAGE: 270-7" 15C-2" 118'3" I - 7 33 I • , ..,. -4-4 t 1 . /. . 2ND AVENUE BRIDGE - 20,709 SF 72% 24% TOTAL PROPERTY AREA: 270,887 SF TOTAL LOT COVERAGE: 158,705 SF TOTAL LOT AREA PERCENT: 59% :PROPERTY SIZE :LOT COVERAGE 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. 39,510 SF :PROPERTY SIZE :LOT COVERAGE PROPERTY SIZE LOT COVERAGE KEY PLAN NOT TO SCALE 5 10 25 50 100 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 & Jan 28, 2015 A Feb 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 RW Kimley ># Horn iliGLES VW KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING PSIO NUM 2915 Biscayne Boulevard Suite XDO 0: 305.573.1KB 305.573.3. WWW.103811.11e.CONA LOT COVERAGE a. B-7 JOSE MARTI PARK SPECIAL AREA PLAN NMOMArea 40 acres " I Pr.. Area OE acres To0l 10.2 acres Pl1SLIC BENEFIT ACR* (BM,381 sf, 19.9 ACRES) TRAFFIC IMPROVEMENTS *Riverwalk in Jose Marti Park will be constructed associated with phase I CITY OF IMAM HEARI113 EOAROS FCAIO HM ISW CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Q Dec. 19, 2014 ® Ian. 28, 2015 ® Feb. 26, 2015 A Apr.01, 2015 B Apr.30, 2015 Rw Kimley»Hom jutiGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN 9IANcnna PLANNING ao SAP AREA 41p B-8 SW 7TH ST. SW 6TH ST.. 274'-3" 275' SW 3RD AVE. _ ■/■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • • —) • {• I •II • e� .1 ■re ■ ■ ■ ■ SW 2.5 AVE. .• •. • ■ •• •• •U • i� ■1I ■ ■ •■ MN ■ ▪ ■ �■ ■ ■ • • •I PRINCIPAL FRONTAGE: ■ ■ ■ ■ ■ SECONDARY FRONTAGE: RIVERWALK PRINCIPAL FRONTAGE: ■ ■ ■ ■ of 2ND AVENUE'BRIDGE SW 5TH ST.. 101'-4" r t•■■ ■: ■■_e_ /T , • / 7 / .. W I e, .•'^ t;�€ � �LL "J FO 71/4 g 2 IV I _.R• / 5 10 25 KEY PLAN NOT TO SCALE 50 100 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS 0 Dec. 19, 2014 6 Ian. 28, 2015 ® Feb. 26, 2015 A 5pr. 01, 2015 6 4pr. 30, 2015 R2 Kimley»»Horn KOBI KARP ARCHITECTURE INTERIOR DESIGN M PLANNING NU ".e 305.573.18111 FRONTAGE DIAGRAM 44 B-9 SW 7TH ST. SW 3RD AVE. II --11 II ErH SW 2.5 AVE. .1 SW 6TH ST. II II SW 5TH ST.. — I --B_-- • I II ,.../ 'f /I t ,,,, /1 / // f / I I %▪ -----�--f- / _.,___.,..____I 1 i ♦ / /.. — I / / '� // ..—-1—.� ,s,/' I II ,1 a IL I +3°os-0u . BY DEFINITION OF MIAMI 21, ARTICLE 1 LAYER: A RANGE OF DEPTH OF A LOT WITHIN WHICH CERTAIN ELEMENTS ARE PERMITTED AS 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 THOROUGH FARE. THIRD LAYER: THAT PORTION OF THE LOT THAT IS NOT WITHIN THE FIRST AND SECOND LAYER AND IS LEAST VISIBLE FROM THE THOROUGHFARE. 1 1 � I I I I ND AVENUE BRIDGE D3 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) �..Trr i- . V..— 5 10 25 KEY PLAN NOT TO SCALE 50 100 a 2 a a CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 ® Ian. 28,2015 A Feb. 26, 2315 A Apr. 01, 2015 A Apr.30, 2015 RI; Kimley»>Horn iJNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING.05113 91rvAnrd LAYERS DIAGRAM B-10 SW 7TH ST. 2 SW 3RD AVE. I JJ N . ♦• N I , ♦♦ ,,, ,, I • I 44p)'�i♦ \ ♦♦♦ ♦ • • • P • • ♦ F• • VIEWCORRIDOR -1160-4" / ♦♦ / \/ ♦ • • • • • — • "VIEW CORRIDOR=226'-9" • r♦♦ �T ` VIEW CORRIDOR=119'-6" 2ND AVENUE BRIDGE BY DEFINITION OF MIAMI 21, ARTICLE 1 VIEW CORRIDOR: AN AXIAL VIEW TERMINATING ON A NATURAL OR HISTORICAL FEATURE. r----1 / _I---- ---�J L---� - ♦ 1 —�/ •• • • • ,-r-- •• •■•' • •• •• •• • • • • ♦ • • • ♦ • • • REQUIRED PROVIDED % OF LENGTH L 25 r 90 SAP AREA RIVER FRONTAGE 1714'-6" VIEW CORRIDOR LENGTH VIEW CORRIDOR BUILDING FOOTPRINT 1. r AVG. LENGTH 428'-7" 1535'-7" CITY OF MIAMI HEARi': BOARDS PLA:d3 HCV;EW 5 10 25 50 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, :014 a Jan. 28, 2015 A Feb 26, 2015 A Apr 01, 2015 A Apr 30, 2015 Rw E. Kimley>»Horn iUNGLES _ a KAla O61 KARP ARCHITECTURE INTERIOR DESIGN PLANNING 305.573.1118 F. 305.573.3766 100 WWw.KOBIKABP.CON LIGHT & VIEW CORRIDOR DIAGRAM -t B-11 SW 7TH ST. r 1- SW 5TH ST. 3 SW 3RD AVE. SW 2.5 AVE. 1 -j ---- 2ND AVENUE BRIDGE 1 t# ' BY DEFINITION OF MIAMI 21, 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 . I J • • • rr ti — ,I 1 ^----� IIP� Ir S•...I r1 r ' _a 1- 1 . — SAP AREA (10.2 ACRES) CIVIC SPACE (35,694sf 8%) OPEN SPACE (15,1753f 3%) 5 10 25 50 100 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec.19, 2014 A len. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr.30, 2015 Rw Kimley»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID KAU 305.573.1.6. 573.3766 OPEN AREA & CIVIC DIAGRAM a B-12 SW 3RD AVE. SW 7TH ST. LOADING BERTH SIZES 10' X 20 - RESIDENTIAL 12' X 35' - COMMERCIAL 12' X 55' - INDUSTRIAL SW 6TH ST. 2ND AVENUE BRIDGE SW 5TH ST. 1 /' /' 6 / " / I / /��• I // QsJ v J tt CFTY OF 1 LAM HEEACP.`, DARDS FLA'tiai 1510W 5 10 25 50 KEY PLAN NOT TO SCALE 100 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01,2015 A Apr. 30, 2015 Rw Kimley»Horn KOBI KARP ARCHITECTURE INTERIOR DESIGN NG nlnP As NNI H Axe W WM.x0eixaxP.COM LOADING DIAGRAM - BASEMENT LEVEL -t B-13 SW 6TH ST. SW 3RD AVE. " 1111 A 6 n e F. 4 14)' SW 7TH ST. LOADING BERTH SIZES 10' X 20 - RESIDENTIAL 12' X 35' - COMMERCIAL 12' X 55' - INDUSTRIAL VALET DROP OFF SW 2 5 AVE. I ,,. I,, / Gi ., :,.. i i 1 i'i1 -,,--41 -,, AO 1 - 11 A / , - / 5, r , , . .. . , 1 11 1 711 1 t 7 1 — — .-A- _Aib, 11 AAA-r----A' rA:=A4-1 ---------A 1 r L _ _1 14- TAA 2ND AVENUE BRIDGE Restricted On -Street loading from 6:00 am to 11:00 am Restricted On -Street loading from 6:00 am to 11:00 am **On -street loading - See regulating plan for hours of operation 7 7 KEY PLAN NOT TO SCALE CG MIAMI RIVER LLC SEPTEMBER11,2014 REVISIONS & Dec. 19, 2014 • Jan. 28, 2015 A Feb. 26, 2015 A Ape 01, 2015 A Apr. 30, 2015 Kimley>»Horn DOES V% AIM KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM MID NUM 29. Bluzrevara F:30.573.3766 WWW.NOBIKARACONI LOADING DIAGRAM - GROUND LEVEL Alt B-14 INBOUND VEHICULAR TRANSIT OUTBOUND VEHICULAR TRANSIT NOT TO SCALE NOT TO SCALE rynrAi , COARDS FL6-"A FC6FPFZW SITE BOUNDARY INBOUND \IFH"CUILAR TRANsIT En OUTBOUND VEHICULAR TRANSIT CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 • Apr. 01, 2015 A Apr. 30, 2015 Kimley>>>Horn JIMGIES AIM KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASO NCAPB 2915 01=re.. g;a1VItt" F:305:573.3766 WWW.KOSIKAIIRCOM TRANSIT DIAGRAMS B-15 IM N — SITE BOUNDARY DESIGNATED BICYCLE ROUTE (As per BIKE3O5 miamidade.gov) PROPOSED BICYCLE ROUTE THE UNDERLINE rtv OF II IIIIIIIIIIIIIIIII PROPOSED TROLLEY ROUTE METRORAIL METRO MOVER METROBUS CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 0 Jan. 28,2015 ® Feb. 26, 2015 A Apr 01,2015 6 Apr 30, 2015 RA; Kimley»>Horn 'GIs Was TRANSIT DIAGRAMS KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING W W.KOBIKARa.COM B-16 • • • ' 3 •..04- •.•••• • • •N •. • • • • • •._. • • • .• SW 3RD AVE. • • • • • • • • • , • • • HOTEL/RESIDENTIAL DROP OFF LOADING SW 2.5 AVE. • • • • • • • • • t_ • I „ / o or l- II o II OFFICE/ a RESIDENTIAL I o , DROP OFF o i / a� • • • N • N • _ H • O • • Vr • • • II • FZ- • • LOADING • OFFICE} RESIDENTIAL 6 DROP OFF I- I �7 I",I gym, •, • • • • • • • Elle • • • • '• —•—•4411, ■■>•■■■-.- _ ■■■.■■ • 2ND AVENUE BRIDGE •♦•� • ♦ F • to • —0-- • _ • • • ' • • • / • -• • _• _ EXISTING CITI BIKE STATION TO BE RELOCATED PROPOSED LOCATION OF CITI BIKE STATION PEDESTRIAN • • • • ► ROUTE ■ ■ ■ ■00.. BICYCLE ROUTE BICYCLE RACK '"'� 10 25 50 • • • • • • • • KEY PLAN NOT TO SCALE PUBLIC ACCESS PLAN 100 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS 01 Dec.19, 2014 A Jan. 28, 2015 A Feb.26, 2015 4pr. 01, 2015 A Apr. 30, 2015 Kimley»Horn IMES `/ KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASIO w.ROBIXARP.mh B-17 — t J7i %' SURDAXE. 1 1 1 1 1 11 1 11 11 1 I 1 11 11 1 11 1 11 1 11 11 11 11 11 ;1 1 II �HOTEL/RESIDENALL ° I DROP OFF g I� I II --40ADING° I mw lam i SW 2.5 AVE. OFFICE/ RESIDENTIAL DROP OFF II II II II it 11 1 1 II 11 i1 LOADING 44. ' ` v 2ND AVENUE BRIDGE 7 HOTEL/RESIDENTIAL DROP OFF 1, - OFFICE/ I RESIDENTIAL 7 DROP# IFFpar FKI `r r �! 1 j �.�, I // / / / • y/� L? 11� cam _...i.,...l — — —► VEHICULAR ROUTE VEHICULAR BUILDING ACCESS ► TROLLEY ROUTE* ; TROLLEY STOP* ► WATER TAXI ROUTE • PROPOSED WATER TAXI STOP *PROPOSED FUTURE TROLLEY STOP AND ROUTE 0 1 .1 r 1 50 KEY PLAN NOT TO SCALE PUBLIC ACCESS PLAN 100 CG MIAMI RIVER LLC SEPTEMBER 11, 2019 REVISIONS Dec. 15, 2014 ® Jan. 2E, 2015 ® Feb. 26, 20I5 A Apr. 01, 2015 6 Apr.30,2015 Rww Kimley»»Horn lUNGIES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 29. IA ASIO NCAR B DNKAPP.CORA B-18 SW 7TH ST. SW 3RD AVE. SW 6TH ST. — - 7p r ` 1 1/ , c\ - 1 1 I 1 _iL1 1 II o i I I , I 1 I ' I I J,I I III aI i► N, / / /// I I l 0 0 >' ' ,. G-.--J 1F i ,. i 1.� 2ND AVENUE BRIDGE `Er t It r Ir / I sl —a E " ••• i • ♦ 44w� ♦ 1:J0Q I; 1* BY- • R.O.W. MODIFICATION LEGEND CURB CUT WITH FLUSH SIDEWALK - PROPOSED PRIVATE AVENUE I+6'-8"N6vo) NEW ON -STREET PARKING EXISTING ON -STREET PARKING —CURB CUT FOR STAND-BY / SLOPED TO MATCH NEW GRADE VALET STATION' SCALE: 1/32" = 1•-0„ 8 16 32 64 128 R.O.W. MODIFICATION DIAGRAM SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2019 REVISIONS Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 1W � Kimley*Horn itrus KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID NUM 0,05.573..10 wW.KOeIIwM.CDm B-19 II � IW LOADING BERTH 1 LOADING BERTH 4 i I / I 11 LOADING BERTH 2 III L_ / LOADING BERTH 5 LOADING BERTH 3 CITY OF MIAMI HEAREO DOAR0S FLA S,H1✓IEw LOADING MANEUVERABILITY - BASEMENT LEVEL CG MIAMI RIVER LLC SEPTEMBER 11, 2010 REVISIONS ® Dec.19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 A Apr.01,2015 ® Apr. 30,2015 Rw Kimley*Horn lUNRFS AIVA KOBI KARP ARCHITECTURE 5 INTERIOR DESIGN PLANNING AIA ASID NCAgB W W W.KOa11(MIRCOM B-20 MDC FIRE TRUCK TURN RADIUS MDC FIRE TRUCK TURN RADIUS SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS ® Dec. 19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 ® Apr. 01, 2015 8 Apr. 30, 2015 �11 Kimley»)Horn JUNGLES V% KOBI KARP CITY OF DIM ARCHITECTURE 08483,a CARDS v/I P�'4EW �O �C INTERIOR DESIGN Way ..n ' , / Allk MIDNG N.I. neenc rqr., .c.¢_ Slp 9y: me r ._. Y _" —' xass Ns,.¢uJera,e Suite 211D W W W.10DRI10,e,.CDM LOADING MANEUVERABILITY B-21 SW 7TH ST. SW 6TH ST. - SW3RD AVE. - SW 2.5 AVE.: • • 2ND AVENUE BRIDGE SW 5TH ST. (NEAR DISTANCE=233'-T' LINEAR;DISTANCE=250'-3" LINEAR DISTANCE=237'-8" FIRE STAGING - - - - ALLOWABLE MAX. DISTANCE 450' SCALE: 1/32 - 1 -0 CITY OF MIL.MI HEARIN a BOARDS PIA'," E!OSW 1S 8 16 32 64 121 FIRE STAGING DIAGRAM a CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS ® Dec.19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr.30, 2015 Rw Kimley»Hom IMES `IA K081 KARP ARCHITECTURE INTERIOR DESIGN PLANNING Ala .1U NM. Miami, Florida 33137 W W W 10.1¢ARP.cOM B-22 SW 7TH ST. • SW3RD AVE. SW 2.5 AVE. 2ND AVENUE BRIDGE SW 6TH ST. SW 5TH ST. PEDESTRIAN PATH CNY HEAR!itp DOAROS OF MIAMI as 1- SCALE: 1/32" = 1'-0" 8 16 32 64 118 PEDESTRIAN CIRCULATION TO SW 2.5 AVENUE 2 a_ 2 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr.01, 2015 A Apr. 30, 2015 w; Kimley»>Horn AGLES AIM KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID RCABB WM.BOBi6A6PmM B-23 MIAMI RIVER 50' SETBACK ROOF AMENITIES 25-0 SW 3RD AVENUE SECTIONAL DIAGRAM 1 - THRU BUILDING 6 • . - • 81ESIDENRAL AMENITIES /RETAIL PARKI ' 5 SW GTH 5T. _ IVER WAL r 110110110 SECTIONAL DIAGRAM 3 -THRU BUILDING 4 *Pending City Commission approval pursuant to Charter Section 3(mm)(iii) 3 3 MIAMI RIVER MIAMI RIVER MIAMI RIVER 50' SETBACK WALKWAY MIAMI RIVER 25' SETBACK 50 -0" IVER WALK MIAMI RIVER SECTIONAL DIAGRAM 2 - THRU BLDG. 5 KEY PLAN N.T.S. CITY OF MIAMI HEARIN^ DARDS 4 mrm SW SCALE: 1/16" = 1'-0" SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2016 REVISIONS Dec.19, 2014 8 Jan. 28, 2015 A Feb.26,2215 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley>»Horn DIGO V% 15 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNINGNG MA MID Re RIVERWALK SECTIONAL DIAGRAMS 2915 BID,. Boulevard Suite 200 W W W.RoeIRARv.cOm B-24 SW 3RDAVE. SW 2.5 AVE. 2ND AVENUE BRIDGE NEW SEAWALLr+6.5 GVD is $34,7 2Ea•F.5e, A ,.F mnorJ t5.5 0G 0. AINQI. 2oF25 089E*30&W 06 rr18 PP� worts FL COASTAL HIGH HAZARD AREA TOWER OUTLINE CITY OF MMAMI REARM.' BOARDS PLA V3ow Aid FLORIDA STATE COASTAL HIGH HAZARD DIAGRAM 2 a 2 a N CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS • Dec.19, 2014 ® la, 28, 2015 ® Feb. 26, 2015 A Apr 01,2015 6 Apr 30, 2015 Rw Kimley»>Hom "INGLES Vri Ma KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING MID AM G " s�ie zao ag B-25 LMAATS OF TYPE B, BUKIiMAD SECTION A -A (TYP) UPS WATERWARD MOST EDGE OF SEAWALL CAP //\ PROPOSED MOORING PILES, TYP. TIMBER DOCK AND SUP, TYP. M RIGHMMI T-OF-WRNER AY LONE TYP. EXIST. MOORIN• G PILES \ MANATEE \ \ ? PROPOSED MOORING , �E5T�A1�\ HIES, TYP. WATERWARD MOST pppp EDGE OF SEAWALL PSHOEEfdED CAP, TYP. CO CAP. TYP. \ " \ rc r<- SECTION B-B (TYP) W OA (AP) nue EDP.) ELEV. ifl6' NND OF a411-02 PILE PREVIOUSLY PERMITTED NOTEB I. PROPOSED SHOiUNE LOCATION TO BE CONFIDED BY PERMITWIG AGENCIES. - - - - SLL (AMERCED ANDS LEASE) E _ ] PROPOSED SLIP ® SUP NUMBER UT® PROPOSED TIMBER DOOM PROPOSED B0INICAD CAP • PROPOSED MOORING PILE • 00011NG M00RINC PILE (T0 RIM) 15 0 30 GRAPHIC SCALE BOIL 84%s DOMED PERTAIN TO FULL SIZE DRAWS (2d]6) SECTION C-C (TYP) SCPL£ 1" = T-0° EAAcw0 0 MEau.t0 RA Be ;+00 mdAni-0000 CRT OF MIAMI HEARING 60ARDS PLA^F REVIEW wui //I/ BULKHEAD DESIGN & MARINE DOCKAGE CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 A Ian. 28, 2015 A Feb. 26, 2715 Apr.01, 2015 A Apr.30, 2015 Kimley��»HHomorn AwA KOBI KARP ARCHITECTURE INTERIOR DESIGN NG nwP ASIONINGGRB B-26 LANDSCAPE DESIGN ARTISTIC ILLUMINATION '''',1141ettMIERIMMIN I ART INSTALLATION itwr virrntt CITY OF MINI 110681115 194800 F,LAZre22W PL-g SW 2 AVENUE BRIDGE/TERMINATION OF 6 STREET IMPROVEMENTS EAST OF SW 6th STREET IMPROVEMENTS a. We'vW1VIM11114 SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 La Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 D 2 I \ W EKtm Kimley*Horn IMES VP/ KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA AND NCARB 2915 =Wenn] mrg*Strir UNA/W.KOBIKARRIONI B-27 CITY OF HMAMI HEARING BOARDS PL&5S 0R00gRN EAST OF SW 6th STREET IMPROVEMENTS - STAIRS 2 ►I z►I .: SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 A Jan. 28,2015 A Feb 26, 2015 A Apr.01, 2015 A Apr. 30, 2015 Rw Kimley>»Hom iES vv KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING NIA n5113 KAU 305.573.3766 www..Da1K,aP.CDM B-28 bon Department ODADI A�ia PHASE 1 PHASE 3 PHASE 4 PHASE 5 KEY PLAN N .T.S. CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 A, Jan. 28, 2015 A Feb.26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 crtv eE n+!AnB BOa HEflii:'+60AROS Obstacle clearance surfaces established by the federal aviation administration (FAA) and Miami - Dade Aviation Department (MDAD) -1111111 SCALE: 1/16" = 48 16 32 64 MDAD SECTION DIAGRAM Kimley>*Hom MIME MIA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA A61a WA. B-29 C PROPOSED FLOOR PLANS CS MAStERPLAN C2 FLR CALCULATION C3 FLR CALCULATION C4 PROPOSED- BASEMENT LEVEL FLOOR PLAN C5 PROPOSED- LEVEL 0I FLOOR PLAN C6 PROPOSED- LEVEL 02 FLOOR PLAN CJ PROPOSED- LEVEL 03 FLOOR PLAN CB PROPOSED- LEVEL 04 FLOOR PLAN C9 PROPOSED- LEVEL 05L0 FLOOR PLAN C10 PROPOSED- LEVEL 09 FLOOR PLAN C11 PROPOSED- LEVEL 10 FLOOR PLAN C12 PROPOSED - LEVEL 11-36 FLOOR PLAN C13 PROPOSED - LEVEL 37-58 FLOOR PLAN C14 PROPOSED - LEVEL 59-60 FLOOR PLAN CIN OF M,I.AMI BE:ARI"'9 DOAROB W V- g i5 REA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • Dec. 19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 ® Apr. 01, 2015 6 Apr. 30, 2015 RW Kimley »Horn iUNGLES V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING W W W.KOBIKARP.COM JOSE MAR PARK EXISTING PUBLtX PHASE 5l 4,PHASE 4 41,6' CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS ® Dec. 19, 2014 8 Ian. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimley»>Horn AGO E,PaLovelia V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Alb. MID NUM .05.573.3766 510 25 50 100 WWWKOIKARPCOM MASTER PLAN a 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 -� CG MIAMI RIVER LLC Cci SEPTEMBER 11, 2014 REVISIONS O Dec. 19, 2014 • la0. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2215 6 Apr. 30, 2015 RAR Kimley>NHorn iINRES V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM MID NOM C-2 LEVELS 06 LEVELS 09 - 10 TOTAL FLR: 148,711 SF LEVEL 07 TOTAL FLR: 146,380 SF LEVEL 08 TOTAL FLR: 144,000 SF TOTAL FLR: (54,413 SF ' / I LEVELS 10-58 49 LVLS @ 51,676 10 + 57,721 SF) 166,547 SF TOTAL FLR: 2,532,124 SF „..gsifs LEVELS 59-60 2 LVLS @ 51,676 TOTAL FLR: 103,352 SF CG MIAMI RIVER LLC 11111M101111611 SEPTEMBER 11, 2014 REVISIONS L Dec.19, 2014 ▪ 28, 2015 A Feb.26, 2015 A Apr 01, 2015 A Apr 30, 2015 R KimleyoHorn iUNGIES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIR NCARB 0'57:1;31r .05,73:3766 WWW.KOBIKARP.001,1 FLR CALCULATION a C-3 SW 7TH ST. SW 3RD AVE. PROGRAM LEGEND PARKING LOADING SW 6TH ST. 2ND AVENUE BRIDGE Phase II Phase II Phase I East Bldg. West Bldg. Phase III 6 Berths knic /, Phase IV Phase V 156 136 6 Berths KEY ELEVATION N.T.S. / / / V / / Q` / Q` 7 / ^ // / / /// / / / / / / / CITY OF MIAMI HEART:..: :DARDS PLO VIEW ,a 41uG PROGRAM LEGEND W RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL COMMERCIAL PARKING - BASEMENT LEVEL FLOOR PLAN BOH / SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES SCALE: 1/32" = 1'-0" a 16 32 64 PROPOSED FLOOR PLAN 128 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS 1, Dec. 19, 2014 ® lan. 28,2015 A Feb. 26, 2015 A Apr 01,2015 A Apr. 30, 2015 RW Kimley>>Horn Ala KO8I KARP ARCHITECTURE INTERIOR DESIGN PLANNING A AIAONCARB W W W.RDBIRARP.(AM C-4 51 PI g' 1 SW 3RD AVE. SW 2.5 AVE. Etstai OFFICE/ t/L5NTIAL OP OFE, NA- 2ND AVENUE BRIDGE EL%RESIDENTI DROP bff pANAM Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RETAIL / COMMERCIAL 14,727 SF 4,932 SF 5,960 SF 15,707 SF 8,111 SF 18,093 SF LOADING 1 Berths - - 7 Berths 4 Berths OFFICES 684 SF 1150 SF _^ / "^^// \ R;Qyc Wo0e4 CwoonoNS • A Fb4JA oat* OF tt,nwArvirtnW ?Om xEp�¢�p F°e PmsRz e.Nma[uN'm 5w %+�T W.�p A•iv ,mPouuEM1Fitt °N SW"isncET, • Om IS.,iz6W a *e.s a[,Vo.F04, ELEV., Bc oE,eiw,NEA WY D,ee+.'mt. eoF N6uc . • (000,A1V tuff+,, •fl16 4660V es on, PEO6Alla.wars (AWE, H.a., -oaoe “A,,,,,. PA.ueww= b .A06 lae000,A z DO,..alks> Arrnow,, over No oBMnco,11r. op WMc ,=O P¢OPDseO 56.a,cros Auo E,EVM 625, • S3firm.0A oF /KNes • A o4A4.41848.84-c AUan�(Jd�� 'M����aC.yy.G.1'(. ln. 600.040 NAIRN 840 4,N �'54.106 -'Y 06 Ne4 41534D46O aao4EA+,84-5 ANO sraw.,,, IN AM 4,APT aFwny. I� BIKE RACK KEY ELEVATION N.T.S. CITY OF MAIM PROGRAM LEGEND W- RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LOADING LEVEL 01 FLOOR PLAN SCALE: 1/32" = PROPOSED FLOOR PLAN frt VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES 8 16 32 64 128 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley )>Horn itIGLES `TA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIO NCARB W W W.ROOI.ARP.<pPI C-5 SW 7TH ST. SW 6TH ST. SW 3RD AVE. SW 2.5 AVE. PEDESTRIAN CONNECTIONS 2ND AVENUE BRIDGE eth T 4 r100o — �I L Phase 11 Phase 11 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 OFFICES - 684 SF 1150 SF _ 2,514 sf - PARKING 38 SP 48 SP 19 (38 Lifts) 41 SP SW 5TH ST. ,Em 7=_---- /• - I/ 4 '' / Q P / `J0 P / / / /PEDESTRIAN CONNECTIONS 444- b;oc veinrM- wsvan l 0+6214zei Mans 0103,4. ws«n of .�Ry CITY OF ICI^MI HEA51:' 'TAROS FLA. 414 PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LOADING SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2034 REVISIONS A Dec. 19, 2014 A Ian. 28, 2015 A Feb. 26, 2015 A 4pr. 01, 2015 A 4pr. 30, 2015 2 Kimley»Horn iJNUES `W VERTICAL CIRCULATION V W KOBI KARP PEDESTRIAN WALKWAYS ARCHITECTURE INTERIOR DESIGN PARKING 6I4PESII3NING 2s crane KEY ELEVATION ® OFFICES N.T.S. LEVEL 02 FLOOR PLAN SCALE: 1/32" = 1'-0" 8 36 32 64 128 PROPOSED FLOOR PLAN -� WINVLKOBIRARP.RDM C-6 SW 6TH ST. SW 3RD AVE. u o rs tsoTarFn �-rew 2ND AVENUE BRIDGE 010.01011.010 Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RETAIL / COMMERCIAL 9,017 SF - - 19,635 SF - 14,432 SF OFFICES - - 2,514 sf - PARKING 48 SP 48 SP 24 (48 Lifts) 41 SP H0 H KEY ELEVATION N.T.S. LKWAY JF� EDESTRIAN CONNECTIONS CITY OF Af:8511 HEABCI 5,78.140 PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH/SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES LEVEL 03 FLOOR PLAN SCALE: 1/32" = 1'-O" 8 16 32 64 328 PROPOSED FLOOR PLAN SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec.19, 2)14 Jan. 28, 2)15 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rwo..J Kimley»Horn OBES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING WWW..100014A110.0001 C-7 SW 7TH ST. SW 6TH ST. SW 3RD AVE. 2ND AVENUE BRIDGE 7 PROGRAM LEGEND HOTEL OFFICES PARKING Phase I 13,197 SF 56 SP Phase II East Bldg. Phase II West Bldg. Phase III Phase IV Phase V 13,197 SF - 4,000 sf 6,123 sf 54 SP 124 (48 Lifts)1 56 SP KEY ELEVATION N.T.S. 'L ucx0 7 6'/ PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS LEVEL 04 FLOOR PLAN SCALE: 1/32" = 1.'-D" R 16 32 64 PROPOSED FLOOR PLAN -� PARKING OFFICES 128 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2019 REVISIONS m Dec. 19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2115 A Apr. 30, 2115 Rw _I Kimley>»Horn JLES `W KO1I KARP ARCHITECTURE INTERIOR DESIGN 91PP450N PLANNING C-8 it SW 3RD AVE. DESTAL SETBACK 2ND AVENUE BRIDGE PROGRAM LEGEND Phase I HOTEL 52,788 SF OFFICES PARKING SW 6TH ST. Phase II Phase II East Bldg. West Bldg. Phase III Phase IV Phase V - - 52,788 SF - - - 16,000 sf 24,492 sf 224 SP - - I 216 SP 6 (192 Lifts) 224 SP r 1L KEY ELEVATION N.T.S. -------'0 7 / ernAMI HEI:- i?. i C?AAOS F I ACITYF/y 1 ILF PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LEVEL 05-08 FLOOR PLAN SCALE: 1/32" = 1'-0" LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES 8 16 32 64 128 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Q Dec. 19, 2014 e )an. 28, 2015 L5 Feb. 26, 2015 • Apr. 01, 2015 L5 Apr. 30, 2C15 2 Kimleey'»Horn AGUES 71 `a KOBI KARP ARCHITECTURE INTERIOR DESIGN APLANNING ASIO N.Re 91 www.ROeINARrmM PROPOSED FLOOR PLAN C_9 SW 7TH ST. SW 6TH ST. ms SW 2.5 AVE. PEDESTRIA �CONNECTIO SI PROPER, UNE 2ND AVENUE BRIDGE PROGRAM LEGEND Phase I HOTEL 13,324 SF Phase II East Bldg SW 5TH ST. . ERr."E o°°�SE —siE+L elf ( i 7' J �4 1 J ;ads 1_ _ — 44 is Roararv„/- Phase II West Bldg. Phase III Phase IV Phase V 13,082 SF KEY ELEVATION N.T.S. 7--- / / / / / \ / / /44 CITY C HEAPS"` PLf„i MF T 6 PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES LEVEL 09 FLOOR PLAN SCALE: 1/32" = 1'-0" a ]6 32 64 129 PROPOSED FLOOR PLAN -) SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS © Dec. 19, 2014 ® len. 28, 2315 ® Feb. 26, 2015 © Apr. 01, 2015 • Apr 30, 2015 Kimley-»Horn AIMS vw KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING A AlA tone w.ROBIKAReroN C-10 SW 7TH ST. Jg Y SW 6TH ST. SW 3RD AVE. N / 1) ) Oz 7,,,,,,,,,,,,,z" _ _C,-- . ., .7,5 RrT,., 2ND AVENUE BRIDGE L PROPER, L. TOUCV PEDESTAL�� �A re TOWER SETeAcq 7 8 ROREBTY 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 SW 5TH ST. Ir- / / / , / 1 / / 1 e// / t a $/ p�� 1 // 1/ KEY ELEVATION N.T.S. Ilf- LEVEL 10 FLOOR PLAN SCALE: 1/32" = 1r-0" PROPOSED FLOOR PLAN / PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES e 16 32 64 128 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVIiIONS © Dec 19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 • Apr. 30, 2015 Kimley»>Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING WARB C-11 SW 7TH ST. Ear SW 6TH ST. SW 3RD AVE. 2ND AVENUE BRIDGE _ 1629 PEo2 T24Ei0AC _ 1 i ate, ""'-'=a rowEBSErenc Phase II Phase II PROGRAM LEGEND Phase I East Bldg. West Bldg. Phase III Phase IV Phase V RESIDENTIAL (PER LEVEL) 12,200 SF 12,200 SF 8,400 SF 12,200 SF RESIDENTIAL (26 LEVELS) 317,200 SF 317,200 SF 218,400 SF 317,200 SF SW 5TH ST. 9% r 7 7 / /^ yl K 4 KEY ELEVATION N.T.S. Is PROGRAM LEGEND RETAIL / COMMERCIAL lMl ROB w MAFT LEVEL 11-36 FLOOR PLAN SCALE: 1/32" = 1'-0" RESIDENTIAL AMENITIES HOTEL BOH / SERVICES LOADING VERTICAL CIRCULATION PEDESTRIAN WALKWAYS PARKING OFFICES 128 PROPOSED FLOOR PLAN AL B 16 32 SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 A Ian. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimleey»y>HHo�om JYIR ES `VA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AiA ASIO uBe www.BOBIKARP..COM C-12 SW 7TH ST. SW 6TH ST. SW 3RD AVE. 2ND 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 - - 12,200 SF 8,400 SF 12,200 SF RESIDENTIAL (22 LEVELS) 268,400 SF - 268,400 SF 184,800 SF 268,400 SF 1 3 KEY ELEVATION N.T.S. LEVEL 37-58 FLOOR PLAN SCALE: 1/32" = 1'-0" 8 16 32 64 128 PROPOSED FLOOR PLAN -� 7 / / / i / / \ i / \/ / / PROGRAM LEGEND ® RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 t,c\IIS'ONS Q Dec. 19, 2014 8 Ian. 28, 2015 A 'eb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 R2 Kimley'»Horn iJ BOH / SERVICES m._.w.....��...„„_„_.. LOADING VERTICAL CIRCULATION KOBI KARP PEDESTRIAN WALKWAYS ARCHITECTURE INTERIOR DESIGN PLANNING PARKING AlA ASID None OFFICES www.1(0e110AnP.CDN C-13 SW 7TH ST. MOPE,/ UNE SW 2.5 AVE. L II L 2ND AVENUE BRIDGE vicettraxutv— rz12, La. 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 ST. KEY ELEVATION N.T.S. / �/ / \ / / / \ / / / / �e�� / 04p PROGRAM LEGEND RETAIL / COMMERCIAL RESIDENTIAL AMENITIES HOTEL SOH / SERVICES LOADING SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • Dec.19, 2014 6 Jan. 28, 2015 ® Feb. 26, 2015 ® Apr.01, 2015 6 Apr. 30, 2015 o 2 Kimley>»Horn VERTICAL CIRCULATION `W PEDESTRIAN WALKWAYS KOBI KARP ARCHITECTURE PARKING INTERIOR DESIGN PLANNING ASID OFFICES LEVEL 59-60 FLOOR PLAN SCALE: 1/32" = 1r o„ 8 16 32 64 128 PROPOSED FLOOR PLAN vip 2915 Biscayne Boulevard C-14 D BUILDING ELEVATIONS & SECTION PROPOSED -OVERALL SOUTH ELEVATION D2 PROPOSED -OVERALL EAST ELEVATION D3 PROPOSED -OVERALL WEST ELEVATION D4 PROPOSED-OVERALLNORTH ELEVATION DS PROPOSED ENLARGED SOU, ELEVATION MIAMI RIVER - PHASE 3 & S pb PROPOSED ENLARGED EAST ELEVATION MIAMI RIVER - PHASE 2 &3 07 PROPOSED ENLARGED WEST ELEVATION MIAMI RIVER - PHASE 1,2&3 D8 PROPOSED ENLARGED NORTH ELEVATION MIAMI RIVER - PHASE I&5 D9 PROPOSED RIVERWALR PROMENADE ELEVATION D10 3RD AVENUE ELEVATION 011 2.5 AVENUE ELEVATION 012 PROPOSEDIVPICAL BUILDING SECTION O 13 MATERIAL BOARD D. TYPICAL TOWER DESIGN D. SCHEMATIC SECUON AND DETAILS D. SCHEMATIC SECTION AND DETAILS D17 FACADEGLASS PERCENTAGE CALCULATION D18 3D RENDERING D19 3D RENDERING D20 3D RENDERING D21 3D RENDERING D22 3D RENDERING D23 3D RENDERING D29 3D RENDERING 02S 3D RENDERING 026 30 RENDERING 027 3D RENDERING 028 30 RENDERING O 29 3D RENDERING 030 3D RENDERING D31 3D RENDERING D32 3D RENDERING 033 38 RENDERING D34 3D RENDERING D35 3D RENDERING D36 3D RENDERING CITY OF RIVEN HEA34l2% C:OARDS FL = If CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec.19, 2014 Jan. 28, 2015 A Feb. 26, 2015 A Apr.01, 2015 A Apr.30, 2015 Rw Kimleyo»»HHoorn /MS A, KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID NCARB W W W.RDRIRARB.CDM 0 =WO 21 - $=G. 4- $ -[ $:ems CVO rt $:a Ae. 7 + WAlevo A $ISO' NGw I $=AM - =IWO A LEVEL 11 7 Z Z-111 r7m a Y 155,4.1 VG ' 1 $Lama .1:I 4 - " " " ' ' T n I $,w 4 rrrr,r , ,r,rr I 1 $=Nw $sea-Nt'. .... ..... °I. 1y�� $: N� $tea 0 i o G1Ze Ert.: E5064R G4N,GE4F„EE6R $��RGw $3o-0RGVG r e o r� � I � r r r r r r r r r l s LEVEL01 A. GNIAGE4E E16t ,. n _ it I I o NA If - t ir 4 KEY PLAN N.T.S. OVERALL SOUTH ELEVATION 7TH STREET - PHASE 3 & 5 SCALE: 1/16" = 1'-0" 48 16 32 64 PROPOSED ELEVATIONS CG MIAMI RIVER LLC SEPTEMBERER 11, 2014 I\'S Ql Dec.19, 2014 ® Ian. 28, 2015 A Feb.26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley»»Hom ANGLES � KA • RP ARCHITECTURE INTERIOR DESIGN PLANNING www.RGPiRARP.eGN D-1 STE 'OE AV 7 STE 'TO AV SIOZ '9Z • gai STOZ '8? ,er 7 PIE ,a0 7 SNOISIA321 550555 MEINI3143S Oil 213AI N IINVIW 00 NVld V3UV 1V173dS SNOLIMA313 a 3S0d02Id 89 ZE . 88 .,;a3.4dA = ,,TUT :31VDS sgr'in S 3SVHd -3f1N3AV ONZ NOL1VA31IISV3 11V Z 3SVHd 1-3SVH41 *S*114 Nlild A3)I 4,1 [-1 - _ _ I Z 3SVHdi 1 1 —I 1-- — --I (13- 73 V 3SVHd - 1- 0 I I I S 3SVHd 20 "r1:31" 5713.1/3.6%* tannx .o a, con= 56- °A,70,111 5.013A31=4 0.11.0,14 WENTZ= 0 0 09:0"-:Al VOX &A 0.4.914 (011,31 .P.11 4 OAT AO, -43195310%= 1:7 —1 4, 4, CIAT,I.Z. 09 rn 7113 °A1A17 + 0000.00004 0.1.0,182 dr,11.1,0C onemme 0./I.Part '7= OAT tit. 0 0047i0V998 0/11-.60C 0951.04-213C 74ta 0.401.0,r."9 0.11,1;,.. 00014.01-X9 '11-3,1" 09e0.00000 0 1713/1318= 0 anOtr,Er, 4, "1= 0./1,1.9-8,9 0991.00029 .1.4565 <1.1.04-3.5 • 09941.0-.050 CIA.070.0,,,S135 0114 ty, 'nell7 0A014.0,85 anON.OL. 400 4; 950= anel.o,on 4, " Vo74 9598.000884 gUrd:17,0 PHASE 2 ▪ 0'444,888688 I - 41,4444.66,48 I +04683 LEVEL 58 CV-04.4 I 1 CZWIG/07, I 'LE'r I p, I 0. 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OVERALL WEST ELEVATION SW 3RD AVENUE - PHASE 1, 2 & 3 SCALE: 1/16" = irF ijI ,,CT PROPOSED ELEVATIONS 4 8 16 32 64 SPECIAL AREA PLAN CG MIAMI RIVER LLC '4 SEPTEMBER 11, 2014 REVISIONS & Dec.19, 2014 21, len. 28, 2015 ,65 Feb. 26, 2015 A Apr 01, 2015 Apr. 30, 2015 KimIev Horn HOES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM MW WPM 2"'"57trErv' "run= WWW.10361KAPP.001,1 D-3 $ rou. CTIlinevo 4`4=74— 027424. 174.-043.0 1 Z re 0— a 1111 III 111 II11l11111101 11 Illill111 I IIIIIII 1111I11111111111 1111111111111111111111111111111111LI PP' Tf I f faa,li Add PHASE4 PHASE2 PI 4rititV1'1,R1[ 1 , L 4— r L 1— L i- 1___ r L !- L r r L r r r L r r L r- - - - Tz I Lo ' II �3 —L-- I 1 1II rr-- III T T KEY PLAN N.T.S. PHASE 1 PHASE 2 OVERALL NORTH ELEVATION MIAMI RIVER - PHASE 1, 2 & 4 I SCALE: 1/16" = 1'-0" 15 0 8 16 32 64 PROPOSED ELEVATIONS CG MIAMI RIVER LLC SEPEMB�-^� 1— Dec.19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 ® Apr. 30, 2015 A% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING D-4 10,1,3,1eVO 07/Vt°,1rE""m 01MT. 4 7 z aar P.1 L 1 I. All I 1111 I I 111 IN SW 2.5 AVENUE 1111111111 T —1— • LI !III GORAGELEVEL 01 SOUTH ENLARGED ELEVATION MIAMI RIVER - PHASE 3 & 5 SCALE: 1/16" = CM( OF MIAMI HESR0,2 10AR0S ..; 41,4 or7" PROPOSED ENLARGED ELEVATIONS CG MIAMI RIVER LLC .*) SEPTEMBER 11, 2014 REVISIONS & Dec. 19, 2014 & Jan. 28, 2015 A Feb. 26, 2015 A Apr, 01, 2015 A Apr. 30, 2015 UNCLES A • KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AlA MID N.flli 291.5stree,revara "07=1:1r 305.573,56 WWW.1.11.111,COM D-5 3 —1 '^ I a r 1- $ ae non of $ems new "a av cw ' —0`Acw sEE Fheeoyw aa, 01 i;...A v..w+, I I I I I I IIIIII11111 I I EAST ENLARGED ELEVATION MIAMI RIVER - PHASE 3 a a 16 32 64 SCALE: 1/16" = 1'-0" SW 5TH STREET EAST ENLARGED ELEVATION MIAMI RIVER - PHASE 2 4 s 16 32 64 SCALE: 1/16" = 1'-0" pill I n pTTTV i 11 I I 1 1 I I 1 Im SW 6TH STREET CITY OF POSMI HEADD,1 049801 PLRS4 la40w, z6' -ea _ KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 305.573.1513 www.ROBIKARP..wN EAST ENLARGED ELEVATION MIAMI RIVER - PHASE 3 64 SCALE: 1/16" = 1'-0" 48 16 32 PROPOSED ENLARGED ELEVATIONS CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 Ian. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley*Horn JUNGLES D-6 $="EVEL GYv s I61vwsuxwrvxn 0.50f1. •• ~ I I N 1 I - x 1 1 I I -_. - - —I I I I I I 1 I I ■ I W I I I I N - I I `" I 2 J B. ■_ .s ■ ■ 1 • ■ • WEST ENLARGED ELEVATION MIAMI RIVER - PHASE 2 64 SCALE: 1/16" = 1'-0" 4 8 16 32 WEST ENLARGED ELEVATION MIAMI RIVER - PHASE 1 64 SCALE: 1/16" = 4 8 16 32 W 1- G n 4 — N CITY OF IRI.ANI HEADDM 00AR0S li WEST ENLARGED ELEVATION MIAMI RIVER - PHASE 3 64 SCALE: 1/16" = 1'-0" 48 16 32 PROPOSED ENLARGED ELEVATIONS SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec. 19, 2014 ® Ian. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2)15 Rw4 Kinileey■ >>■Hoorn ilI _ KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING www.ROenaxP.COM D-7 sy 01 08 NORTH ENLARGED ELEVATION MIAMI RIVER - PHASE 1 & 5 SCALE: 1/16" = 1'-0" 4 8 16 32 69 4r= 'PP PROPOSED ENLARGED ELEVATIONS is CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec 19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Ann 01,2015 A Apr.30,2015 RA Kiml-,Hoey»»rn iey N\— Y KOBI KARP ARCHRECTURE INTERIOR DESIGN PLANNING A 9'A A9p e Phase 5 Office Bridge Tender Ground floor Tower Retail +8 NGVD Phase 4 Art Wall To be approved 11101111 1 1 h River Taxi stop Phase 1 pup ilin nnu „ qq; 411111 la ix , «{ rS r 1{IIII11IJI�} 7171 �LI_I 1_1111l ,,II iIi -, Iiiil�lfa�liTflip�} Existing 13 boat slips Ground floor Retail +g NGVD Restaurant Ter ace Phase 2 New Seawall along site perimeter +6 NGVD 1-95 +129 NGVD 9th floor Amenity deck +33 NGVD ind floor +$ NGVD _ _ _ Ground Floor +6 5 NGVo Top of Seawall CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS Dec.19, 2014 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 VV n Kimley »Horn AIM KOBI KARP Keeop -1- I1 ARCHITECTURE INTERIOR DESIGN PLANNING —Y > 91a Asp Suite 200 W W W.KOEIKAPP.COM1I N.T.S. PROPOSED RIVERWALK PROMENADE ELEVATION D-9 Phase 2 Upper Riverwalk Promenade +8 NGVO III(II114J4I4 Hotel Yu r lilliilllilgl L _-- �,iiIIIIIIIIIII pu11uu0ulrnII1,' Ilfllllllii ji` Phase 1 2nd & 3rd floor Commercial Art Wall To 6e approved Ground floor Residential Commercial Drop-off Phase 4 Pedestrian Art Wall Bridge To be approved 6th Street Residential Drop-off Phase 3 Hotel 1,11111 11111111111 r _ -- fli ii9El!1 1 i 111i Ground floor Commercial 11111 r 1111f111111111)111i1 2nd & 3rd floor Commercial +129 NGVD 90 floor Amenity deck +33 NGVD Gro+und 8 NFGVloorD •+6_5 NGVD Top of Seawall CITY OF r TMI N.T.S. 3rd AVENUE ELEVATION Ce SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS ®Dec.19, 2014 v /y Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apc 30, 2015 Rw Kimley»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM ABM NCARB W W W.NOBINARP.CON D-10 Phase 3 Art Wall To be approved i, i iil I In nIII ua 1,1a r - lc r, I III 71171Wrild I 4a II I 4611111111 m ali duo 6lllll II I IIIII .041 +fir;"'NIA _033 I 011,1, :1131t"1L15t l �r IIitlflHII414113 Art Wall Pedestrian To be approved Bridges Phase 2 Restaurant Terrace imoil Phase 1 gahpu�all 10,2I[6 ]I�11 111 Ul 1 11 �l jl�li °II II:11LII 1,1, iIl111:11 it .:l 11 ri 111111.Wr1, 141119 ;1111111t1 1111 11111/1111 l - tu pg11111III 11aI11_ 114 HP, IM4931110311' i IlA1111 � 111ti�1riI1010 7th Street 2nd & 3rd floor Ground floor Pedestrian 6th Street Ground floor 2nd & 3rd floor Pedestrian Upper Public Miami Bridges Commercial Commercial Bridges Riverwalk Riverwalk River Promenade Promenade +$ NGVD +6 NGVD Commercial Commercial Phase 3 Phase 5 Amenity de <1 R enity ddck enity deck Phase 1 plaza Phase oftop ga SCe P2oPos*o LGVE6 01 FI.WL BAH, SN. CS _ +129 NGVD 9th floorAmen*y deck +33 N6VD 2nd floor Commeroal +S NGVD Ground Floor +6_5 NGVD ` Top of Seawall CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 ® Ian. 26, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 ® Apr. 30, 2015 Rw ., _.. Kimley>HHorn DES VW KOBI KARP r IS-ARCHITECTURE�_.„��-PfT_ INTERIOR DESIGN (hh5 mriEd) AI PLANNING I d _ n ASIo NON1113 SY N.T.S. 2915 Suite 21X, 2.5 AVENUE ELEVATION -L D-11 0,2=7,t—" 0=1:Jr"' °09- Novo _ ..1 - 0- 7 —44 _J40- 7 0- 7 AL- 0-__ KEY PLAN N.T.S. - sto.. , -44 -tc- 5 :wo23 " II I ;gnwevo I - 3 + 4v4rELZvo I— 3 ' 47-4.1. + + roVe% + .,-.• Paw 62 ,A . 411111111101Elait 10- 11- ---- .41t1t- r1"-- 7 - 10- 7 - 0- 7 1 0 LEGEND: ',BASEMENT LOADING AREA 2-1.013BY CONDOMINIL 3- PARKING A RETAIL 5.. AMEN, AREA 8- HOTEL , CONDOMINIUM CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec.19, 2014 ,e21 Jac. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Dos crry. OF CFA] HE, •.' Boeml• t•ta'.d • 4ff 14' — W rA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM MID WARD SECTION - PHASE 1 SCALE: 1/16" = 1'-0" 6 8 32 66 PROPOSED TYPICAL BUILDING SECTION 091.5 Biss=ulevarc F atos:s73:3766 WWW.081...000,1 D-12 +129 NGVD 9th floor Amenity deck +33 NGVD _ +8GVD N Gro nd Hood +6 NGVD,' Top Of S11ll +33 NGVD _ +BNGVD Ground F*07\ +6 NGVD/ Top of Seawall �1I1111JI1 mT rrmi ," I1I!rflf111F1111Illll'iI ,E� alii ill 1411 ji j«il j� t rr[i 1 ii i_i f i 1. TT _ I it i 1 .I.IL1VUc,� !d illlU MG=C��,. i ❑A GLASS BLOCK (SEE 4 ON SHEET D-15) ▪ WOOD PANELS ▪ IPE WOOD CAP ❑D ALUMINUM/GLASS RAILING SYSTEM (SEE DETAILS ON SHEET D-16) ▪ ARTWALL GREENWALL & PLANTERS (SEE 1-2-3 ON SHEET D-15) • SILVER ALUMINUM FRAMES (STOREFRONT) WOOD TRELLIS ❑H CLEAR GLAZING (WINDOW WALL) N.T.S. MATERIAL BOARD 0103A1MIEWA11110 SSEPTEMBER 11, 20M REV.:: © Dec.19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Ap, 01, 2015 A Apr. 30, 2015 KW '-771 Kimley>»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DEIGN PLANNING W W W.NOBIRH0.V.COM D-13 1111111 11 111,1i 11111 111 111111111 illidiLLIILWll IIILI I! 1 11111 I '1 1111 1 11! 111 Ih Ill�i11 r II 1 II% 1 lilol I I" 1 171.1 i r �11 1 :1 �1 r. •i .I I !IN IIIIII � I " LIIE IIIII JI�� IIIII IIIII 1 �I III!! II11I II eu _ I. III 1 TIT •IIII. - Al* 11111- 1 639-10" NGVD RO 630'-4"OF NGVD LEVEL60 Y 620'-10" NGVD LEVEL59 611'4" NGVD j. LEVEL58 601'-10" NGVD LEVEL57 592'-4"NGVD LEVEL56 582'-10" NGVD LEVEL55 573'4" NGVD LEVEL54 563'-10" NGVD LEVEL53 554'4" NGVD LEVEL52 544'-10" NGVD LEVEL51 Y 535'-4" NGVD LEVEL50 525'-10" NGVD LEVEL49 516'4" NGVD LEVEL0" 506'-148 NGVD LEVEL4 "7 Y 497-0NGVD LEVEL46 487 NGVD LEL45 478'EV4"NGVD LEL44 468EV'-1O' NGVD LEVEL43 459'4°NGVD LEVEL42 449'-10' NGVD LEVEL"NG41 440'4VD LEVEL40 430'-10" NGVD LEVEL39 421'4"NGVD LEVEL0" N38 411'-1GVD LEVEL37 402'-4NGVD LEVEL36 392'-10" NGVD LEVEL35 383'4" NGVD LEVEL34 373'-10" NGVD LEVEL33 364'4" NGVD LEVEL32 354'-10" NGVD LEVEL31 345'4" NGVD LEVEL30 335'-10' NGVD LEVEL29 326'4" NGVD L 3EVE16'-1L280" NGVD LEVEL27 307'4" NGVD LEVEL26 297-10" NGVD $LEVEL25 288'4"NGVD $LEVEL24 278'-10" NGVD LEVEL"NG23 269'4VD LEVEL22 259'-10" NGVD LEVEL21 250'4" NGVD LEVEL20 240'-10' NGVD 0 L231EVE'4LI9 ° NGVD d LEVEL0' IB Y 221'-1NGVD LEVELI7 212'4" NGVD LEVELIB 202-10" NGVD LEVEL 15 193'4" NGVD EVEL 14 183'-10" NGVD LEVEL 13 174'4" NGVD LEVEL 12 Y 164'-10" NGVD LEVEL 11 155'4"NGVD _6011 I1 1 1 I l 1 1 1 1 I I I 111I1 p 1L 11118 II Ill II I1I 1II1 III➢ 1 1 1 1 1 1 1 t II 11 1 1 1 Ill I1 I111 I I 1 11I 1 0 1 111 II II 111111 IIII I 111 111 111 111 111 111 111 11 I11 1111 II 11 III1II 11 11 111I II 1I 11111 1 1 1 IIIII IIIII IIIII I 1 1 II 111 IIIII 11 11 1I 1 IIIII 1 IIIII 111 111 111 11 1 11 IIIII 111 111 11 111 II 11 1 IIII IIIII 1I11I 11 111 11II I I I I ri_TITTTTT7rrriTy I I 11 II 111 1III III 1,1111 1 1 1111IIIq 11I11 11I III IIIIII 11 1,1 1111111 1 11 11 11111 11I0 I,j 1I1 1,1 II 11111 11 I I I I 1 1 1 1111111 IIII ,II IIII IIIII 1 I 1111I ,III IIIII 1 111 I I I I 111, 11111 1 1111 II 111 III 11 1 11 I IIIII I III I I I I I I I I I I IIIII I I I I I III (1) - Full building elevation ®- Tower enlarged elevation Residential Residential Residential Hotel Hotel Hotel Hotel Hotel Hotel Hotel 1 I 1 1 _1 _-_I 1 1 I I I I 1 14;. Commercial Commercial Commercial '.. 677(AEIrv6Aia11 HE02713 DOARDS - Tower typical° � i6n 1 1 r I fi \. N.T.S. TYPICAL TOWER DESIGN i43X�lIe\ a\:7�et7I_\�.. :Ke lIMI 1IYAE»[i SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 Ian. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw. Kimley »Horn jiMES `IA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING NAAs0NUM R. W W W.NOEIWIRV.[ON D-14 Q - Art wall assonometric view lit ■ • (2) - Art wall elevation view ©- Art wall section view :i II I Alit i1-111 sik IIssiup rtiorikfr sou«rr, 8P: ui9firi[.1ii u11': smommomms:seep II ql ■E nn�,. ui"ueniln`!A I- IIe1FP,IINT c' tayhrtsa Q- Glass blocks - - SCHEMATIC SECTION AND DETAILS .Zelm�.•.IINF E1ur. SEPTEMBER 11, 2014 REV SIONS ® Dec.19, 2014 8 Jan. 28, 2015 ® Feb. 26, 2015 ® Apr. 01, 2015 8 Apr. 30, 2015 W Kirnley »Horn itIES N, KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIU KAM www.IwAI.ARP.COM D-15 4— DTL "C" Ft DTL 'A DTL"D" DTL"B" DTL"E" I tJ . "s (N. SECTION 03 03 03 DTL DT DTL ELEVATION SCHEMATIC SECTION AND DETAILS KEY MIAMI RIVER DISTRICT - DESIGN ADDENDUM PACKAGE SECTION SCALE: 1/4" 1'-0' SCHEMATIC SECTION AND DETAILS SPECIAL AREA PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS L, Dec. 19, 2014 & Jan. 28, 2015 A Feb. 26, 2015 A Apr.01, 2015 A Apr, 30, 2015 V12,1 Kimley »Horn DIGLES l• KOBI KRP ARCHITECTURE INTERIOR DESIGN PLANNING MA MID t...111 MrTOMIVI,'3" 305:5733766 AIWW.KOBIKAPP.CONI D-16 I r [ _ Iu r mmmm_m____Ir_nr_mi�lr __aair® r rr :.:: f.::..::. 11I1I11II-1firt1 III 11 1111111 11 Itt rl ltffttttttim 1111 1 11111 IU 11111111111111111 IIII 1 mt111 1,... i� iiiii illHiAl A . ,r! „J 14 I11-11H1111 I1F 1l 0)!lli 11 l /11 1 1� JI a ,� 1 161111 I III1,) l II9 V1,1��„11k HI �� ,11 17 M _ M r MN NM r (% OPEN AREA = OPEN AREA (12,652)/ TOTAL FACADE AREA (36,279) (% OPEN AREA = OPEN AREA (7,530) / TOTAL FACADE AREA (35,640) = 35 % = 21 % = 1.4 % = 58% r (GLASS COVERED AREA = GLASS AREA (18,034 / TOTAL FACADE AREA 36,279) = 50% PEDESTAL - WEST ELEVATION AT SW 3rd AVE N.T.S. _1 1 MI MIN (% OPEN AREA= OPEN AREA(325) / TOTAL FACADE AREA(23,323) (% OPEN AREA OPEN AREA(13,391)1 TOTAL FACADE AREA(22,977) (GLASS COVERED AREA GLASS AREA (24,389/ TOTAL FACADE AREA 35,640) (GLASS COVERED AREA= GLASS AREA(20,212y TOTAL FACADE AREA (23,332) (GLASS COVERED AREA= GLASS AREA(6,102 / TOTAL FACADE AREA (22,9TT) = 88 % = 87 % = 27 % PEDESTAL - EAST ELEVATION AT SW 2.5nd AVE N.T.S. OVERALL CALCULATION FACADE AREA = 118,228 SF. GLASS COVERED AREA = 68,363 68,363 / 118,228 = .58% 58% GLASS OPEN AREA GLASS COVERED PEDESTAL - NORTH ELEVATION AT SW 5th STREET PEDESTAL - SOUTH ELEVATION AT SW 8th STREET N.T.S. N.T.S. COY OF 171/1 .."350 PLAi7'4/ECOW, FACADE GLASS PERCENTAGE CALCULATION / PHASE - 1 N.T.S. FACADE GLASS PERCENTAGE CALCULATION N.T.S. FACADE GLASS PERCENTAGE CALCULATION CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS ▪ Dec.19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 ® Apr. 30, 2015 Kimley »Horn JUNGLES Al KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING A. ASID WARS WV W.KOSIRARP.CON D-17 \11■111•2.•••— IIat_ 111.1111.11_111111rilliMil MIIIIIMMIll1401011110;mtil in e• zt ... 1111.111 -11 - ,.mL AIIINiutrell:r11.::. 110Li101111010 ;-.0.1 fr-- im AR 111 IF _:n I . iiIr... 1, lihilA AN - A A ,-.21..-'.1-_ AL ,1111, , 0 1! I • --- 100111111k 111111111111, Y.% z 0. 2 - - a 5 2 - 5 ' G MIAMI RIVER LLI SEPTEMBER 11, 2014 REVISIONS Zt, Dec. 19, 2014 & Jan 28, 2015 A Feb. 26, 2015 A apL 01, 2015 A Apr 30, 2015 2 9Rw Kimley0Horn jUNGLES J A KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING MA AMID NCAR13 29. alszge2::ulevard n7,..rt'S'71r11.3" 305:573,766 WWW.K00110.1.TOM 3D RENDERINGS - AERIAL VIEW D-18 /5 51441W' --IT 3D RENDERINGS - AERIAL VIEW z z a a CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • Dec.19, 2019 • Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 RW Kimley *Horn JINGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING MA .10 NUM .05.573.3766 WWW.NOBINARP.CON D-19 11*-44010* _�-. 'i7✓' � ` 1. 3D RENDERINGS - AERIAL VIEW C«eintra 1I: azal(i SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 A Ian. 28, 2015 A sell 26, 2015 A 4pr. 01, 2015 A 4pr. 30, 2015 RW Kimley»»Horn JUNGLES AlrA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIO nCANP 305,1,66 D-20 -Ii11111llllll/ 4411111!lk �� :1tHIIHllll�� CRY 09 !1118I ":AROB PLA �lµll IS _41,00 3D RENDERINGS - VIEW FROM SW 2ND AVENUE BRIDGE G MIAMI RIVER L • SEPTEMBER 11, 2014 REVISIONS m Dec. 19. 2014 6 Jan. 28, 2015 ® Feb. 26,2015 ® Apr. 01,2015 6 Apr.30,2015 Kimley»>Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Ala ASID NUM WV✓'N.NOB,NARP.[OM D-21 -"; ItreTs " 7 _ 3D RENDERINGS - VIEW FROM SW 2ND AVENUE BRIDGE L • ECIAL AREA PLA Artivmrrawon SEPTEMBER 11, 2014 REVISIONS & Dec. 19, 2014 & Jan. 28, 2015 A Feb. 26, 2015 A Ape 01, 2015 A Apr. 30, 2015 lop 2 .. . LI) KimleyHorn ANGLES vr, ma KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASID NOM 2915 BIscayne Boulevard Suite 200 MI., Nor. 33137 C;3:14:3:6 WWW.1,01311...[ONI D-22 3D RENDERINGS - RIVER WALK VIEW K \I I \I C C i Is, SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2019 82 Ian. 28, 2015 A Feb. 26, 2015 AApr. 01, 2015 A Apr. 30, 2015 Rw Kimley>»Horn iUNGIES 3,1 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Ala ASiO WA. WWWSOBIKAPP.COM D-23 illllljjlllllllij r IMMI l! orilliiiiiiu RRRRRu Ilj[ afl147ll0 -� R1IO1RR -=. 3D RENDERINGS - VIEW FROM MIAMI RIVER 5 CG MIAMI RIVER LLC c.6 SEPTEMBER 11, 2014 REVISIONS • Dec. 19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 ® Apr. 30, 2015 Rw Kimley»>Horn JJRES ai KOEI KARP ARCHITECTURE INTERIOR DESIGN PLANNING IA N ARR 9 D-24 iiiiii ill "guyd11111 III.1OIIIIIIIIIIIIHhIIIIIIIIIl I I nil _. 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Dec.19, 2014 & Ian. 28, 2015 A Feb. 26, 2015 • gpr. 01, 2015 A gpr. 30, 2015 n 2 I Kirriley »Horn • • KOBI KARP ARCHITECTURE CITY OF MIAMI INTERIOR DESIGN HE86D,..5 SUARDS LANNING ID NUM gs Sui.200 —.05.573.1818 305.573.3766 .&,a1r —IPPAOLK01311.111,CONI 3D RENDERINGS - VIEW FROM MIAMI RIVER D-26 IIIr� _ _ IlIiiilii illli Irjiiii; T Is EN9 IM NE IN I 11111111111111111 7= 3D RENDERINGS - VIEW FROM MIAMI RIVER Ke1v114 mama:auto SEPTEMBER 11, 2019 REVISIONS © Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr.01, 2015 A Apr. 30, 2015 Rw Kimley>»Horn W ES AIVA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING All AN.1113 f NIS Biscayne eoulevar, Suite MO .R011I14aRP.eoM D-27 3D RENDERINGS - VIEW FROM 7TH ST. AND 2ND AVE. CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec, 19, 2014 A Jan. 28, 2015 A :et,. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw_�.. Kimley>»Horn ilINGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING NIA MID KAN D-28 5 3D RENDERINGS - VIEW FROM 7TH ST. AND 3RD AVE. c��vra�iJ►�. ;Ke7,111Y1ma r/a:»Li SEPTEMBER 11, 2014 REVISIONS • Dec. 19,2014 • Jan. 28, 2015 • Feb. 26, 2015 A Apr. 01, 2015 6 Ape 30, 2015 Rw Kimley>»Horn DIES V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID NCABB www.KOBIKA P.cOm D-29 'F. R-.=B Board l". 3D RENDERINGS - VIEW OF 3RD AVE. - TYPICAL RESIDENTIAL DROP-OFF AZ MIAMI RIVER LLS SEPTEMBER 11, 2014 REVISIONS ® Dec. 19, 2014 e Jan. 28, 2015 ® Feb. 26, 2015 A Apr.01,2015 Lb Apr.30, 2015 Rw Kimley>»Horn inus AlrA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING I ARID NCARB D-30 he design content material attached Is the sole property of Kobi Karp Architecture and Interior Design, Inc_Thedesign material may not be used without the expressed written consent of Kobl Karp Architecture and Interio 1 =1 gn, Inc (KKAID(. 3D RENDERINGS - VIEW FROM 5TH ST. AND 3RD AVE. OIe7AVn1lal1411010 SEPTEMBER 11, 2014 REVISIONS © Dec.19,2014 ® Ian. 28,2015 A Feb. 26, 2015 A 4pr. 01, 2015 8 Apr. 30, 2015 RIIJr ..,.III Kimley»Horn Oafs vv ma KOBI )(ARP ARCHITECTURE INTERIOR DESIGN PLANNING MA .10 N[ARB MS °Nome Boulevard Suite NM W W W.KOPIKAPP.COM D-31 -4,If e_. 'IIfIIIIIIIIIi--. imp III 11 1 Ii ,l I Ilia` !ililiiiiili1111 111111111 iiii IT111J 1.111111 ,° iiiijiup rogi11 i I I _ n.:Hil( Ik liiipi! fPl IIU1i11II 1! fe. 111111 01i1iiii111U11 III1l!III I 1 Hip- ----- z I ,I FF'. 3D RENDERINGS - VIEW OF 3RD STREET FROM 6 ST. AVENUE. ORIMILVAINMINN SEPTEMBER 11, 2014 REVISIONS • Dec.19, 2014 • Ian. 28, 2015 Feb. 26, 2015 A Apr. 01, 2015 • Apr. 30, 2015 Rw Kimley»>Hom lUNGLES V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING D-32 11 MIMI II 3D RENDERINGS - CLOSE UP VIEW OF 3RD STREET II MIAMI RIVER LLB ■ _i SEPTEMBER 11, 2014 RE'_...: .5 • Dec.19, 2014 Ian. 28, 2015 A Feb. 26, 2015 A 4pr. 01, 2015 A Apr. 30, 2015 �YV Kimleyi»Horn iJMIES vw KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING W W W K0611URP.[01,1 D-33 3D RENDERINGS - VIEW FROM 2ND AVE TO 6TH ST. KarilIMIIM:»ti SEPTEMBER 11, 2014 REVISIONS • Dec, 19, 2014 ® Jan. 28, 2015 • ,eb. 26, 2015 A 4pr. 01, 2015 6 Apr. 30, 2015 Kimley»Horn INGLES AWA KOBI KARP ARCHITECTURE INTERIOR DESIGN SPLANNING nw una 105.573.3756 www.KoeiKaRP.mnl D-34 4-Av 3D RENDERINGS - VIEW OF 2.5 AVE. GROUND LEVEL — 2 5, 0 — 2 ilelFACI7AUUtilt• r SEPTEMBER 11, 2011 REVISIONS • Dec.19, 2014 & lan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rv; Kimley*Horn DOES A A KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM .0 KARS 2915 Birxe:levartl nnOna138318" F:30s:;73:3766 WWW.N0131.11P.COM D-35 3D RENDERINGS - CLOSE UP VIEW OF 2.5 AVE. GROUND LEVEL'" KeIFAI ISWA02110 SEPTEMBER 11, 2014 REVISIONS • Dec. 19, 2014 ® Jan. 28, 2015 1 Feb.26, 2015 ® Apr.01, 2015 6 Apr. 30, 2015 Rw Kimley>NHom Oafs KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING PIA AND NCARB Ms SAN, Boulevard .05,33766 D-36 ' 1011 1 ad i Ili lin. 11111 �� 1'_II'I till Ml I 1Trill 6 1111till' 111 IIIII II- UI 1 7771 10 II MI II 11111111 Ilmnilliili L..111 ;,'1111NI ilf 11i �,illllli iillii4 > 111 4,141 —117 3D RENDERINGS - MIAMI RIVER ELEVATION CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec. 19, 1014 ® San. 28, 2015 ® Feb. 26, 2015 4 Apr. 01, 2015 6 Apr. 30, 2015 Kw Kimley»»Horn JUNGLES V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Suite ZOO www.NOSIKARRCOM D-37 F PROJECT INFORMATION DIAGRAMS F1 SEED CHECKLIST CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 A Ian. 28, 2015 AS Feb. 26, 2015 A Apr. 01, 2015 A 4pr. 30, 2015 RW Kimley>»Horn JUNGES VW KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA AMID KARR .05.573.3756 WWMKOBIKAIIRCOM F-38 LEED-BD+C Version 2009 Registered Project Checklist Achlevability I I I Sustainable Sites PPo nbis 2fi RegsVomem Construction Activity Develop erosion & sedimentation control plan for cons(. activities. Pollution Prevention o Prevent lass of soil by stormwater run off or wind erosion Prevent sedimentation of storm sewers or receiving streams nitethon of mean with dust nartide Choose site that is not: Prime farmland, Undeveloped and elevation < 5 ft. above FEMA o Site Selection 1 100 yr flood, Land identified as habitat for fed or state endangered species, Undeveloped and within 50 ftweter body defiled by the clean Water An, Public parklard. Development Density Choose a previously developed site 0acommunity with a minimum density of 60,000 D and Community s SF/Acre orwthn1/2mile of 10 basic servces and a residential neighborhood with an Connectivity aver.. density of 10 units per acre Brownfield Build on a registered brownfielc. IJefined as a brownfield by a local, state, or federal 0 Redevelopment 1 government agency, or .cumented as contaminated (by awns of an ASTM E1903-92 Phase II Environmental Site Assessment or a local voluntary cleanup proper 0 Alternative 0 Select site within 12 mile of a light rail or subway OR within 1/4 mile of a bus stop used by Transportation. Public 2 or more bus Imes (measured from a main building entrance Alternative Commercial or Institutional Projects: Provide secure bicycle racks for 5% of the building Transportation, Bicycle users & shower/changing facilites for 0.5 %of FTE occupen.. Storage & Changing 1 Residential Prgecis: Provide covered storage for bicyclesfor 15%of building 3cwpan.. Alternative Provide preferred parking for low-emimng and fuel emcieri vehicles for 5%of the total D Transportation, Lew- P vehicle perking. OR Emidino and Fuel Efficient Insmll altema0ve-fuel fueling stations for 3%of the total vehicle parkins canal Alternative Size parking not to exceed local zoning requirements and preferred car/vanpool parking for Transportation, Parking 2 5% total parking spaces, OR Provide for less than 3% of FTE Building occupants and Capacity Preferred parking for carpools for 3% of spaces, OR Provide no new park._ Residential: ornvide nom.. in facilitate shared yahiede us, O Site Development 1 Previous developed; restore the >50%ofthe cite area (excluding bltlg footprint) or 20% Protect or Restore Habits cite area with native or adaptive venata0d Provide vegetated, open space to exceed local zoning recs. by 25%. OR Where there are Site Development 1 no local rens. for open space, provide vegetated, open space equal to footprint. OR Maximize Open Space Where zoning ordinance axis. but no req. for open space provide 20%e'en space. Stormwater Design Exist Impervious 0050%: Prevent pad development peak discharge rate and quantity from Quantity Control exceeding the predevelopment for the 1 and 2 yr 24hr dedgn storm Exist imperviousness is>50%: Decrease volume of the 2.vr. 24-hr runoff by 25M Storm2.0 a00esign, Use BMPs to treat 90% of the annual rainfall. Remove SO%of the TSS load based on Quality Control existing monitoring reports, OR There exists infield performance monitoring data demonstratin0 compliance with the criteria Heat Island Effect Non Use high reflectance paving materials, an open grid pavement system and/or provide Roof1 shade for 50%of the site, hamscape, OR Place a minimum of 50% of pa'king spaces undercover o :Heat Island Effect Roof 1 Specify a high reflectance roofing material for 25%of the roof surface, OR 50%green ra OR combination Int Light reduce input power of no erner ency int. luminaires w/ a direct line of sight by> Light Pollution 50%11 pm.-5a.m. OR Must have shielding for a transmittance of<10%. Ext. Light Reduction areas only req. for safety and comfort. Must not exceed ASHRAE Standard 90.1-2002. 4 1 o s Water Efficiency PoPssibointsle 10 Requirements j Water Use Reduction 0 Water Efficient Landscaping, x 0 Tech Innovative Wastewater nologies D Water Use Reduction. 0 Use high -efficiency fixtures, waterless urinals. and occupant sensors to reduce potable water use by 20%. (Not including ini0a0or z Reduce p0mbb water use for landscaping by 50%using efficient irrigation techniques, drought resistant plants and/or captured rainwa1 z Meet above AND Use no potable water for landscepinf Reduce potable water use for sewage conveyance by 50%through the use of water - con ruing fortunes or recycled Onywater. OR Treat 50% of wastewater an -site to tertiary standards. Treated water must be infiltrated or used on -sit, 2 Use high -efficiency fixtures, waterless urinals, and occupant sensors to reduce potable water use by 30%. (Not including imgatior t Reduce potable water use by 35%. 1 Reduce potable water use by 40%. Atmosphere Pos Ible 35 Requirements Points v c v j Fundamental Building Designate an independent CxA to verity that all energy -related systems are Installed, Systems a calibrated and perform according to the design. Develop OPR, BOD, Commissioning Plan Commissioning Minimum Energy Performance CFC Reduction in Optimize Energy Performance Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement Verification c --. Green Power moonQdaoonm enni Quality and complete Commissioning ReoorB 10% Reduction in the building energy cost based on ASHRAE 90.1, Use energy efficient lighting, high periormance glazing, high efficiency HVAC systems, HVAC energyrecovepr units and h'oh 0ertrm oan. buildin0 envelop Donot use chlorofiuororarbon CFC- based refrigerants 12% Reduction the building energy cost based on ASHRAE 90.1. Use energy efficient lighting, high performance glamng high efficiency HVAC systems, HVAC energyrecoyerr units and hah oerfolmance bdltl na envelop Reduction in the new building energy cast Reduction in the new building energy cost 18%Reduction In the new building energy cost 20%Reduction in the new building energy cost Reduction In the new building energy cost 24% Reduction inMenew building energy cost 26%Retluttian in the new building energy cast n She new building energy cast 30%Reduction in the new building energy cost 32%Retluttian in the new building energy cost 34%Reduction in the new building energy cast 36%Retluttian in the new building energy cost 38%Reduction In the new building energy cast 40%Reduction in the new building energy cost 42% Reduction n the new building energy cost 44%Reduction in the new building energy cast 46%Reduction In the new builtling energy cost Reduction in the new, building energy cost Irs.11 systems to .pWre solar, wind, water or geothermal energy to produce electricity cr offset heating. cooling or water heating enemy consumption by 1' 3% renewable energy provided 5% renewable energy provided 2% renewable energy provided 9% renewable energy provided 11%renewable energy provided 13%renewable energy provided Dedgna. an independent CxA to review design doormen. before 50% CO, bade check 100% CD, review contractor submittals, systems mensal, training, and verify opealion wigdn 10 months after substantial comoletor D0 not use ref geran. OR select ranger.. that minimize or do not eonsibule to ozone depletion Develop a measurement and verification plan Mr bulling energy consumption. !retail meters on all e0ugment and lightin0 panel, Provide a 2 yr contract with a Greene Energy producer for least 35% of the buiklnys electricity from renewable sources as refined by the Budding Owners and Managers Association Standard ao�nts 15 Requirements j y j Minimum MeO Meet Me minimum requiremen.of Secsns 4 through? of ASHRAE Standard02.1-2002, Performance a Ventilation for Amen..Indoor Air Duality (with errata but Mthoul addendai). ANDMsot Mec590000ly and/or Naturally Ventilated Space requirements. Environmental Tobacco No smoking inside bog & within 25 ft of hide entries OR Prohibit smoking in bldg except In Smoke (ETS) Control 0 designated smoking areas designed ro contain, rapture and remove ETS from the bldg a no smoking within 25 ft of entries. Resiceniial & Hospitality Projects have add. req. Install monihmg systems to ensure ventilation maintains design min. nags. Equipment to alarm when airflow or CO2 vary by> 10%3000 design value, Icy BAS alarm to trre 0dg operator or aert bide occupants AND Meet meth. and/or naturally ventilated space nags. Mech. Ventilated Spaces: Increase breathing zone outdoor air ventilation rates to all Increased Verfilation 1 occupied spaces>30% above therein. rates required by ASHRAE Standard 62.1-2007. Nat Ventilated Spaces. Design for ocopiol spaces to meet (GIBSE) Construction IAQ Develop and implement an IAQ management plan. During construction, protect dtetwork c ,:. Management Plan, fr and absorptive metenal5 from water and dust AND protect air handling equipment Offing During Constructor used during construction Construction IAQ Develop and implement an IAQ mana9mnenl plan. c Management Plan, 1 Flush Out prior M occupancy or with occupancy. Before Occuoanm Testing. Prior to occupancy Low -Emitting Materials, Adhesives, Sealants and Sealant Primes must comply with Sant Coast Air Qualiy Atlheaves&Sealants f Management District (SCAOMD) Rule f1166. Volatile organic compound (VOC) limits, effective date of July 1, 2005 and rule amendment date of January ], 2005. Low-Emiltiny Me[ertals Palnidceatings used on the int of the bog must comply: Arch. es./inpalings-Green Seal c Painisa0000atinga 1 Standard GS-11,Anti-corrosive paints limit of 250 g/L-Green Seal Standard GC-03,CIear wood finishes, limits -South Coast Air Quality Management District Rule 1113, Low -Emoting Materials, Carpet meets Carpet and Rug Institutes Green Label Pus. Cushion meets CRI Green c Flooring Systems 1 Label. Adheave .lee. VOC limit of 50 tilt Hard flooring must be FlcorScore. Fl0gr finishes me. SCAOMD Rule 1113 Tile setting adhesives meets SCAOMD Rule 1166. Low -Emitting Materials, Use panicle board, MOF, plywood and door cores that contain no added urea- , 0 - Composite Wood and 1 formaldehyde. laminating adhesives used to fabricate on -site and shop -applied mast not A.arifiber Products Outdoor Air Delivery Monitoring o Daylight 8views, Vie Indoor Chemical Pollutant Source Control Controllability ▪ ofSystems - Liahtino 0 Controllability of Systems - Thermal D Thermal Comfort, Thermal D Comfort, Verification contain added urea -formaldehyde resin, Cahtrol entry of pdiutan. into bides. & cross -contamination of re9occupied areas: 1 Permanent entryway syste0Q 10 ft long. Exhaust hazadous gases/chemical areas, Provide self -closing doors & deck -to -deck partitions or hard -lid ceiing, Install new air filtration media a MERV 13, Containment for disposal of hazardous liquid wastes. 1 Provide indiv00a1 lighting mnbols for >90% of theoccupan.. Provide lighting systems Controls for share multi -occupant spaces to enable adjustment. 1 Provide indiv4ual comfort controls >50% of the bidg occupants AND provide comfort controls for shared multi -occupant spaces 1 Provide comfortable thermal environ. meets ASHRAE Standard 5,2004. Achieve E02.1 and agree to conduct a thermal comfort survey of building occupants within 6-18 months of occupancy. Provide for Corrective Adios if over 20%are dissati500d Daylight & Views 1 Computer Simulations, or Prescriptive Calculation, or Measurement, or Combination Daylight demonstrate > 75% regularly 0ecupie0 spaces achieve equired daylight Illuminance levels 1 Achieve a direct line of sigh to the outdoor environment via Msion glazing for building occupants in 90%of all regularly occupied area, , S2orage8000002l0,20f Provide an sc®ssible area or areas that (or the collection and storage of materials for O Recyclables a recycling for the entire building. Matedalsmust include at a minimum paper, corrugated rdboard class. plastics and me.lf c Building Reuse, Maintan 1 Reuse 55%of the existing building shell (excluding windows), floors and roof. Reuse 25%of the eziding building shell (exdudlrg windows), floors and roof Reuse 95%of the existing building shell (excluding windows), Poore and roof Maintain Interior Non Re -use 50%of the existing Building interior Non-structural elements. NOT APPLICABLE • Structural Elements 1 the project includes addition with SQ.FT. more than 2 times theeksting building. Construction Waste Management Material Reuse c Recycled Content c Regional Materials Rapidly Renewable Materials Crannied Wood • Innovation In Sealgn Green Education Innovation Ie Design �t-" Green Cleanlrg _ Innovation in Design ��� - Green Pest Conhd Innovation in Design Neon.„. Integrated Pest Management Recycle and/or salvage nonhazard00s construction and cemol0dn debris. Develop and implement a construction waste management plan. Recycle 50% of the site sindi6Vdemonton waste by weight or volum, t Recycle 75%of the sitemnslrudion/demolition waste by weight or volume. Use salvaged, refurbished or reused materials for 5% of the bldg material costs. MEP and specialty items such as elevators cannot be included. Include materials permanently installed in the project. Furniture may be included if it is included consistently. Use salvaged, refurbished or reused materials for 10% of the 0d9 material costs. Use materials w/ recycled content, post consumer + 1/2 of preconsumer recycled content 1 > 10%of the building material costs. Fumiture may be includes if it is included consistently 1 Use materials w/ recycled content, past consumer + 1/2 of precon0amer recycled content > 20%of the building material cos. Use building materials that have been extracted, harvested or recovered and manufactured 1 within 500 miles of the project site fora minimum of 10%of the building material cods. Furniture may be included if it Is included conds.nt1 Use building materials that have been extracted, harvested or recovered and manufactured 1 within 500 miles of the project site fora minimum of 20%of the building material cods. 1 Use rapidly renewable building materials for 2.5%of the total value of all building materials. Use min. 50% (based on cost) woodbased materials & products that are certified with 1 Forest Stewardship Council's principles & criteria, Fumiture may be included int is included 50nsistentb 1 Owner to design and install Educational display, highlighting the advantages d building and occu0Vino LEED certified buildings 1 Demonstrate that the Janitorial Company has been contracted to execute a Green Cleeaning Program as per USGBC equiremen.. 1 Demonstrate that the Pest Management Company has been contracted to execute an Inegre1d Pest Management Pro9ran as per USGBC requirement. Institute integrated pest management program LEED" Accredited 1 At least l pnnapal participant of the project team shall be a LEED Accredited Professional Professional (AP). Regions l Priority Fossltle 4 Requlrementr Po+n. Use high -efficiency fixtures, waterless urinals, and occupant sensors to reduce potable Wcc`o. Regional Priority: Water water use by 30%. (Not including lunation) -, Use Retlucbon - Regional Priority: Regional Priority: rein r Speclfic Title Regional Priority: ncc„. Sp.%afi0 Ttle 1 Building Rause Maintain Existing Walls, Floors and Roof ne point is awaree1 tor each Regional Priority credit adneved, no more than 4 aed 1 identified as Regional Priority cr.. may be earned. Protects outside of the U.S. are not elglble for Regional Priority cr... One point Is awartlal for ea01 Regional Monty credit achieved; no more than 4 aed 1 identified as Re9ioru1 Priority credits may be earned. Projects outside of the U.S. are not eligible for Regional Priority Credits. LEED CHECKLIST CG MIAMI RIVER LLC 40 g SEPTEMBER 11, 2014 REVISIONS ® Dec.19, 2014 8 Ian. 28, 2015 ® Feb. 26, 2015 ® Apc01,2015 6 Ap130,2015 Kimley »Horn ,JNGLI i VV AIWA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM AND NCARB 0,05.573.1318 .05.5733765 RP.COM W.g SHEET TITLE LANDSCAPE PLAN INDEX SArvosu,ee.ReQwaeeceNTs TREE SURVEY SUMMARY IHEE DISPOSITION PLAN TREE DISPOSITION SUMMARY PROPOSED TREE REL.:ATEA, IMAGES NORrH AEA I AREA I.: SOUTH PLP TA ENLARGEMENT' RGENEHL 2ND PLAN LET 1,16 STH LEVEL PLAN LOSE NARY PARK Pine IOse NAM PARK PLAN WITH TREE CANOPY 0, I, MARTI PARK ENLARGEMENT IOSE NAM, PARK ENLARGENENP MUMS RIVERSIDE CE ER GE 1.22 RIVERWALP DESIGN STANDARDS SITE SECTION - .V WALK 1SSECTIoN a- Sw,Tx STEEETOTEST END) SITE SET ION c-Sw, slu Nn,AST cao 1-26 SITE SECTION D - SW 3.3 AVENUE NEAR SW 6TH STREET SITE SECTION SW SE LAO UE JOSE MARTI PARK SECTION IOSE MA PA ECTIO PERSPECTIVE OE RIVERWALE AND DEVELOPMENT PE GTI. OF DEVELOPNENT AT LEVEL PLR IVE OF LO RE IL LEVEL IsSE -90 TREE ANT.LANT PALETTE FURNISHINAS OVERALL LANDSCAPE PLAN OVERALL LANDSCAPE PLAN - PHASE 2 °MALI I ANDSCAPT PI AN PHASE Es OVERALL LANDSCAPE PLAN PHASE OVERALL LANDSCAPE PUN• PHAS OVERALL LANDSCAPE PLAN• PHASES OVERALL LANDSCAPE PLAN - 2ND LEVEL OVERALL LANDSCAPE PLAN ARD LEVEL CG MIAMI RIVER LLC (It SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 lan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 8 Apr. 30, 2015 Kimley»Horn JUNGLES a KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Ala ASIR NOM W W W.NGBIKPRP.COM L- 1 LANDSCAPE PLAN INDEX LANDSCAPE LEGEND INFORMATION REQUIRED To BE PERMANENTLY AFFIXED TO PLANS Transact Zone: T6-36-B-0 Lot Area 210 622 sf Acres 4.83 OPFN SPAOF REQUIRED/ PROVIDED ALLOWED A. Square feet of required Open Space, as indicated on site plan. 21�Ofi2 sf 21 062 sf B. - Lot Area =210.622 s.f. x 10 %=21 082 s.f. C. Square feet of parking lot open space required by Article 9, as indicated on site plan: Number of parking spaces 0 x 10 s.f. per parking space= N/A N/A D. Total square feet of landscaped open space required: A+B= 21.Ofi281 2121 62 sfsf AWN ARFA CAI rill ATION A. Square feet of landscaped open space required by Miami21: 21 062 sf 21��2 sf B. Maximum lawn area (sod) permitted = 20 % x 21.062 s.f. 4 212 sfsf 4 2� 12 sf A. Number of trees required per net lot acre, less existing number of trees meeting minimum requirements= 22 trees x 4.83 net lot acres — number of existing trees = 106 106 B. % Palms allowed: Number of trees provided x 30% = 32 32 C. % Natives required: Number of trees provided x 30% = 32 32 D. % Drought tolerant and low maintenance: Number of trees provided x 20% = L_ 21 E. Street Trees (maximum average spacing of 30' 2,179 linear feet along street / 30 = 73 78 % Palms permitted to count towards street trees cn 1:1 basis x 30%: SBBN=S A. Number of shrubs required: Number of trees required x 10 = 1.030 +/- 1.030 B. % Native shrubs required: Number of shrubs 9,0040d x 30%= 309 +/-309 C. % Drought tolerant and low maintenance required. Number of shrubs provided x 20%= 206 +-206 LANDSCAPE LEGEND INFORMATION REQUIRED TO BE PERMANENTLY AFFIXED TO PLANS TransectZone' OPFN CPArF D-3 Lot Area 61 243 sf Acres 1.4 A. SquarefeetArea= of requi@re1,2O d n Sps.1x ace, as indicat 10%=ed on site Ian: Lot 8124 s.f. B. Square feet of parking lot open space required by Article 9, as indicated on site plan: Number of parking spaces 0 x 10 s.f. per parking space= C. Total square feetof landscaped open space required: A+B= AWN ARFA CAI rlll ATIC41 A. Square feet of landscaped open space required by Miami2l: B. Maximum lawn area (sod) permitted = 20 Y x 6 124 sr s.f. DELI A. Number of trees required per net lot acre, less existing number of trees meeting minimum requirements = 22 trees x1.4 net lot acres— number of existing trees = B. % Palms allowed: Number of trees provided 30%= C. % Natives required: Number of trees provided x 30% = D. % Drought tolerant and low maintenance: Number of trees provided x 20%= E. Street Trees (maximum average spacing of 30' 0.0.): 273 linear feet along street / 30 = % Palms permitted to count towards street trees on 1:1 basis x 30%: SB5ues A. Number of shrubs required: Number of trees required x 10= B. % Native shrubs required: Number of shrubs provided x 30%= C. % Drought tolerant and low maintenance required: Number of shrubs provided x 20%= REQUIRED/ PROVIDED ALLOWED 6.124 sf 6,124 sf N/A N/A 6124 sf 6,124sf 6 124 sf 6,124 sf 1,224 sf 1,224sf 31 31 10 10 10 10 6 8 9 11 310 +/-310 93 +/- 93 62 +/- 62 2 a Q. a 2 aan as _ uQ CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS © Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Nat Kiml��ey»»>�Hoorn • KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 91A ASO KARR. ap Sizzge;gulev L-2 LANDSCAPE REQUIREMENTS J ' 11Y1 A 11 1 1 1 F-\i 411 L_1 r /111 I b � 1 I 1 , ___J .- ,sZgi,_LW 131,111215[ Z CC as <0 Ud 0. a2 dna CG MIAMI RIVER LLC SEPTEMBER 11, 2019 Oec.19, 2014 6 Jan_ 28, 2015 6 Feb. 26, 2015 A Apr. 01,2015 6 Apr. 30, 2015 2 J1 WRli`fnt Kimley»)Horn KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASIO?CAU .7.1p FEET WWW.NOBINARRCOM TREE SURVEY PLAN L-3 M.111.19.0611.9 Wane 537.9 Comma Nam. .714 03111113 aummuu Malarhatlatlm 10 011 102 am 111 1. 113 114 1. 119 119 112 115 126 121 • ao 131 MemostaSua mou 077.7771.7679 Mom mroaana lanomonnomenno Monomer, Pan Omae 1112 VmmeimuMomerm imidabacese Watt 1.110116 19605. avOok Mona Mem Mo. so nuteLlmia MOM Mania Memo Ma Cum mitme itlanwood Cour. PM 10 layaMoMo oMma P000meno linueomon Moloalmarao 83.889.3 sonembuteo .019.13.9 Ma Mira Cam. emMe MI a roam Oxen. Polm Mena alm Mumrtalm mum pin Milan Malan Malan MINIM Ume 4165.1.67. 10 10 30 20 20 econnonnenu 19.8.1610 IhrinuMeto Maxameoto rhoomarotlooko 1/6.73.613 196.730918 MM. enatil Motemai Men Men. Dibilmmor heindtlailm Mint. Palm 'Biala. Pat Mani ani.oi iald•IBM aim Maridaihn. lam 113.111.26. Mina. 2.7 116.97.17.6 368.6.96 2.13111.19176 36911.611. Mina. Sem IlMor rod. 12.as nano. .0613.62 261.21.63.3 216411166111711 1761.3116.3. PIUMMOMM parli reach amon mu mon 1116.13. 61.012. .61.931319 9.4a home. 71..37 Mu Mom. 11.1.570311 Omen Maw. is Mai. Me 11.103 Mar, 157 190 145 14/ 150 191 191 161 175 180 1101 1118 aao 193 1939 104 203 227 999 130 331 239 250 281 261 26 291 168 367 11316.111.5 numplesmam 1233193.369. Mama 16.9191 °NM ZS 12 mn MIS a Simon MOM MUmns eihnon 17 .7301112 Maapny 1403.616 5.6.6.96316/ 8.937.7.6 Memernmeapum 15 Munn .7511.9 .5182. 11.34. 33.5.156 5615. My In 1311 10 iliMemler Mmenadron Motenlim 8.11310.18 833.5.3760. Peamtria aaniamal uma 71.069691.310536. erioefopiemnalamnene 7161.1.56761.1.0. 03193183.3 06376112. Samna no Coconut Islm Cocoon Balm Man Mae Meeer MIS Omaitinn Coomnalm neerml 3euut Palm oan MOM as 092 11.032 .61 Lin 06 371.21196 Mama nm 1.9192.363 M. ale 20 16 20 LP POS 10 90 20 10 mmumy 119.6.7./772 .60.917 00.117669.. 06759.0. Mrs ManuaToro Inaohearmeelam MUM.. aim .13114211111113.111 1173. 111931110.. und Mel Panda. 197.1 oum linter 51. .1136112146 111.1111617666 58.1611/9. Mann 1.19693 1.317711711. so 16 16 16 • es 90 23 Mann 59.6.9 inwtla 139.3 lane. noon. 96697.137 Soba 55. Pea Sam MI. 11.163.9.1332 .117091.78.. Vann an Ina ID 96.6716. 1.186.37 Mu Mae Mon nan /Mon Ma 611.71131.1103/1111151111. 269 172 1168.133695 Mimeo Um 08111i1 Maas, 176 Montgomery Um • Mehlearantamnymo 10 Menomonloomeroono Miumem 173 2771 178 um 284 156 281 2679 218 ama 905 310 811 313 3. 3. 317 3. 348 959 no 3111 315 339 Mamma. a maim Mule M. 03.3.11518 2•6331 Balm Snaomaetto Sona mane. Ma ;Mena 3668.96113 Simpeanao 53/73133. Gumbo.. ID lionk nneMocenalm MOM 1.11331.1 15 Men Mon. LieMS 63.6 Oren Onus on.. moM querns MoMono Myna in au MOM MOM MmOok mum mom mom mme Memo MM. nano moon On ym asOM 19/306 9 Xi MOM inapetiree 1179.2 .094 robe. ono. Mum min. .7991 116071. 111 Man mmunni Min am 18 anaminimaii Men PM LemOal Muomonens anus Mumel Conommumbartina Mau .oto Mmaminea ma amp mnsmum Mar 931193.1 Maan FM Pan 8916.18.3.8 19.1121. .60.77 asemenes Bum annu. 96.139 Poymmue RMS. Ma Rama. molo Buotalmeara Mom am AM .19 • Polo 17.3 BM nu ▪ 01. .3.6.3906 1.1101311 16.176 • 01. Simi. MO Ianalbalia Pradharma Comm 311.1. 15 15 CommeranussorUn Cm NOM • • Mariam.. 5 Muer samba nmie area a. cc et. cc VI 0- �Zel�l1\�IIN►9�:4IU SEPTEMBER 11, 2014 REVISIONS Arius KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Al. ASO Kin L-4 TREE SURVEY SUMMARY r— s Li b-rxr_d MIAMI RIVER A 1 I I 51 I 1 I r / ,,ffl 1 1 r , ,, 0 ,, ,,, ,_ J' r__'4,.:_A 1/' g!" • *, / ',-7---- T-------; OP-61.11 4. r- 1 , ti r ( • 1 , I.11. E. 1 ,, , i ,,. . .11. . —11 , 1 r ,.. . . , II,/ 1., „I1;2=_ 1 , , , _.„..:___,_ I A, 0, • 0 T. STREET --5FT _ -79 CG MIAMI RIVER LLC SEPTEMBER 11, 2019 REVISIONS & Dec. 19, 2014 .61 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 .VT141050.114 FEE R Kimley0Horn iUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AM MID N.138 2915 Bizzy,:e2rIevarci n10'5'7;3'1:9" F; WS:573:3766 WWWNOBIKARPCONI L-5 TREE DISPOSITION PLAN 1106.00.0 Dlitann 11.011-031.. Male re. Ramiameniair Omm Ousla Ousla 10 OM res. 000.0.001000 Mala 15 11.002 14,01.0.2131. 1.10ftemes Palm Manteeinena Palm RIM 00e 0130 5010.010.00.1 20 13.0 .012 00.0.233. 1.300.2 regla 202690.000 000/0/0 1.0.06.20 23001.31010 lebal Sok p.m 2,001.13010 eveVem 3311.3010 .of pelmet. 910,00. Remal Palm Mel Palm 40 10 40 Damn. Palm Ceienot 03.112. Lamina 13. 000 203.1.1.0 Salmi lialm MI Mr, 2. palm 5.1 Palm Yea Orean 00.13. Seale TS. Mil 901/30nel, Palm 131/3113.130 Mehealm flaidathatch 111.90.01.101 .1.21331.10, iler1.2101.0 Palm 00,321.0, Palm Ialin 11.1 Palm eler.110.1 Mtn 3.4 Mehra. 5.11310, SaliaMen 060,01. 011. 211. DM OM 0.0.0001 20 Rusin Reinalt Nmall 10.01 Ihnen Raman mean Relecaa Marsh 41.011 ROM ROM ROM Semen 13.130.10100112126001.61 .1100 Owe.. maas 00,03009,0. 0,0.03016. 301010.03.90 101 30,01.19 1.100.12 1/01.112 11.63.19 155 Meek, =mope. 120 16031.1112 Alaiweem 162 1.20 nim 914 121 123 110.0.0 .9.100.003.0 11.102.00 Samnuerem Sememeelme 32,3 MISS 33113. Comnd Palm 101 1939 201 2. 21.0 219 239 791 232 239 110.10.063 60.3.00.1100 2.0.0101.003. 933,30103 000.00.0 Ceeenn Reyalealm Ronlealm 1.39019 SOiarder .3091133.1 Sievenuelfera Reston. re. MI Rome 11.0 RiDeamee Me 03.303.1.0 130133.2110 Mmems. era Serce M.. Royelpalm Mal pelm .00 R001 Palm 11.0 0000 LAM 9.19 MnItme MentornahamaSe 436.1.3110, MOM MVO .111.013. 0600, /10000,711. 01.111104., 01,00.3000. 0.0699.69.1 235 226 51 96.006 344,10.13 2.1.03,03 .20.9.033.10 360. eleurier Man. Stin Ma. Palm Rea 110.1 .001 5.031.10 .000 Shady Lady 213,00e Ouner Senna Palm arm,. atm Milan Meer BraDlanemer 20113011. 331131.0 603.0,60 4.5 014 10 10 111.062.00.03 Sere nmerem [Nu. Satler mal Remain Remein Remain Mein Main 3030, Remain Remain Mnain Remain Remain lemnain Main Remain Reenaln Renmin Rernaln Maln Remain 1141,1211 Remain Remalin Relecom RelMa LIM .001,1 13100. 12611.1 160.20.2141.0 20 VeMemengpmemena 271 1.11.0.12 inlin 20 .91 274 MM. Pelm 0.01310. Semphralnalea 1010 Oem 3.11 33 MI Palm 5.,00003, 96,3,33,66 2232 2020003/00, 291 5.19.1 000. 1100111 20 20 inural tree 291 Ura Oat 20 0.9.0901000 00.0 Lee Oak 1.3.02 110.2 Demme leak. 1.002 1100. 00022 316 11.0.0.32 .002 113.2 020036110. .10..111.10411111/ 000. .11111111.1 0,33,63 5130.31.301 91.333.09 20 51Iver Dean.. Sliver Dees. Mal Pairn 1.2111111111. 1.0 MD 00.3.113. 11.14111.1. Mil Palm Meyelenee mple .206.063 13. 60.0 141114111111 110. Palm /106.101.3 Pelm Man..ea Rea Mal Min One. time. illadc Sue. bum= eememe 11003200.031141. makagant 0699.3 3111.112 3. 372 Damestaare Snort. ame amenembertem 3.6,63 Unknown 12.1.100.9 Om RIM 30. 000.10.90 mimeo Sm. slinaMa Relectla ReMe .113 Remaln Remain Ram 3 Ramaln Rameh Ran 1, Rem In Remain in Ramaln Mnaln Ramell Reamln 13.11 Ram 11 FM Ram 3 Ran 3 Remain nmm RPM 41 Rmln 0.01 NM 41 ROM 11 3666, Unevem Tem.. be RepIM 160 171. CITY OF VIArm O. weirm Inwa;»ro REVISIONS Kimley Horn AGLES Vrj ARCHITECTURE INTERIOR DESIGN PLANNING 002.92 L-6 TREE DISPOSITION SUMMARY Cocos nucifera, Coconut Palm Syagrus romanzoffiana, Queen Palm Conocarpus erectus, Green Buttonwood Bursera simaruba, Gumbo Limbo Archontophoenix alexandrae, Alexander Palm Delonix regia, Royal Poinciana Sabal palmetto, Sabal Palm Roystonea regia, Royal Palm CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS Dec. L9, 2014 B Jan. 28, 2015 A Feb. 26, 2015 ® Apr. 01, 2015 A Apr. 30, 2015 Kimley»Horn WOES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING PIA ASio MAIO L-7 PROPOSED TREE RELOCATION IMAGES 0 r 2.5 AVE ENLARGEMENTI-- - a 6 JL JOSE MARTI PARK Li EXISTING POOL = JOSE MARTI ZA ENLARGEMENT SOUTH PLAZA ENLARGEMENT PHASE 2 MIAMI RIVER RIVERWALK NORTH PLAZA ENLARGEMENT 5 cQ CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01,2015 A Apr. 30, 2015 Kimley»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AD, NCA0.13 NNRP..COM L-8 OVERALL DEVELOPMENT PLAN WITHOUT CANOPY 2.5 AVE ENLARGEMENT'S --— JOSE MARTI PARK EXISTING POOL MAIN ' AZA ENLARGEMENT SOUTH PLAZA ENLARGEMENT MIAMI RIVER NORTH PLAZA ENLARGEMENT CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Jec. 19, 2014 A Jan. 28, 2015 A :eb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 R. Kimley>»Horn ROES AWA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIP NCARB W W.KOBIKARP.COIN L-9 OVERALL DEVELOPMENT PLAN WITH CANOPY CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 A ran. 28, 2015 A Feb. 26, 2015 Apt 01, 2015 A Apr. 30, 2015 Rw� Kimley>»Horn INES Al VA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ANO NCARB 605.573,66 W W W.KOKIKARP.COPA L-10 MAIN PLAZA ENLARGEMENT FIRE UCKTURN-AROUND 50' DIAMETER GACY TREE STEP STREET TREES // N"N.. CANOPY TREES , TYP. IAMI RIVER CG MIAMI RIVER LLC i SEPTEMBER 11, 2019 REVISIONS A Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 W Kimley>»Horn JUNGLES y% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING W W..KOe1.11P.cOM L-1 1 NORTH PLAZA ENLARGEMENT LEGACY TREE MIAMI RIVER CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19,2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kirnley»»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING WwW.N001.11P.CONI L-12 SOUTH PLAZA ENLARGEMENT 0 PLANTING AREA, TYP. ONE WAY DRIVING LANE PLANTING AREA, TYP. CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec. 19, 2014 8 Ian. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley>»Horn ANGLES MSS KO81 KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIR NCARB 2915Biscayne Boulevard L-13 SW 2.5 AVENUE ENLARGEMENT t 4 A UP PLANTED AREA (NATIVE TROPICA S), TYP. RAISED/PLANTERS, 1CAL 0' 15' 30 60' 7 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS 4 0ec.19, 2014 8 Jan. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 6 4pr. 30, 2015 Rw- KimleyoHom jaws KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 305,33766 W W W.KOBIKAKP.cOni L-14 2ND LEVEL PLAN STAIR EGRESS-FRE:W ' LEVEL 2 TO -LEVEL 3 TRELLIS WITH BUILT-IN BENCH RAISED PLANTERS, TYPICAL FOUNTAIN AND PLANTED AREA (NATIVE TROPICALS), TYP. EVENT GATHERING SPACE PLANTED AREA (NATIVE TROPICALS), TYP. EVEN- GATHERING SPACE RAISED PLANTER AND PLANTED AREA (NATIVE TROPICALS), TYP. 0' 15' 30' 60' - e CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimley» Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING W W M.n00i4Mw.mM L-15 3RD LEVEL PLAN PLUNGE POOL RAISED PLANTERS, TRELLIS STRUCTURE WITH SWIMMING POOL TYPICAL 0111.4LF • /514 4. PLANTING :Of . o femi•=.•41,6 r 11111111111(07 SPORTS/BOCCE BALL COURT • 41:4 RYA 1.,-,grith cr) 10, ii / — rfl‘ 1-7 Zo..4 LAWN / GATHERING SPACE Glrmm-ABIL6„.) 4-1!----x4vt,, • = SWIMMING POOL CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS 346 19, 2014 A la, 28, 2015 A 'eV 26, 2015 A Apr. 01, 2015 A Apr, 30, 2015 CITY 05 mvni H510'0' A ' AHOS4 015' 3060' Kimley»)Horn jUNGES 111 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASID NOM 29"';:itnire" "rgZ4.4,:r P.305:573.3766 WWW.1.131...COIN L-16 9TH LEVEL PLAN SW 4TH AVE HANDICAP + SECURITY PARKING CHILDREN'S PLAY AREA JOSE MARTI MEMORIAL WALL NEW OVERHEAD TRELLIS STRUCTURE RENOVATED SWIMMING POOL + DECK RELOCATED POOL PUMP HOUSE GAME AREA RIVERWALK CUBAN PALM COLLECTION LAWN - OPEN GATHERING/ PLAY NEW WALKWAYS WITH INTEGRAL COLORED PAVING PATTERN RIVERWALK 0' 15' 33' 60' SCALE: C-30. O CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 ® Jan. 28, 2015 L5 Feb 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley>»Horn 311 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID NGRB L-17 JOSE MARTI PARK PLAN HANDICAP + SECURITY PARKING CHILDREN'S PLAY AREA JOSE MARTI MEMORIAL WALL NEW OVERHEAD TRELLIS STRUCTURE RENOVATED SWIMMING POOL + DECK RELOCATED POOL PUMP HOUSE GAME AREA RIVERWALK III 4 It :_•a';r��• /� - / SW 4TH AV MIAMI RIVER CUBAN PALM COLLECTION LAWN - OPEN GATHERING/ PLAY NEW WALKWAYS WITH INTEGRAL COLORED PAVING PATTERN RIVERWALK 0' 15' 30' 60' SCALE: I"=30' O CG MIAMI RIVER LLC 0 SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 A Ian. 28, 2015 A Feb. 26, 2015 A 4pr. 01, 2015 A 4pr. 30, 2015 Kimley>»Hom itics KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING W W W.K001.11P.COM1I JOSE MARTI PARK PLAN WITH TREE CANOPY ENLARGEMENT KEY MONUMENT WALL, AND RELOCATED BUST OF JOSE MARTI NEW RESTROOMS NEW OVERHEAD TRELLIS EXISTING CHANGING ROOMS NEW OVERHEAD TRELLIS FITNESS AREA RETAINING WALL AND BENCH AT EXISTING MAHOGANY SPECIMEN INTERACTIVE FOUNTAIN FEATURE 3' SAFETY ZONE CUSTOM BENCH AND RIVER VIEW TERRACE EXISTING BULKHEAD _4,aIL-` O IS CG MIAMI RIVER LLC SEPTEMBER 11, 2014 • Dec 19, 2014 p lac _ 28, 2015 p 'eb 2E,2015 © 4pr. 01, 2015 p 4pr. 30,201E Rw Kimley»)Horn JUNGLES KOBI KARP ARCHITECTURE INTERDi NE PLNNING AlIOREIGN W ;CON L-19 JOSE MARTI PARK ENLARGEMENT ENLARGEMENT KEY NEW OVERHEAD TRELLIS e EXISTING POOL RELOCATED PUMP -HOUSE GAME AREA (CHESS/DOMINOES) RIVERWALK GATHERING AREA EXISTING BULKHEAD • O CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS O Dec. 19, 2014 L5 Jan. 28, 2015 A Feb. 26, 2015 • Apr. 01, 2015 ® Apr. 30, 2015 RA Kimley>NHorn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING PIA ASID KAU 29. Biscayne Boulevard Suite PAI IAANAPPOBINAARCONI L-20 JOSE MARTI PARK ENLARGEMENT INTEGRAL COLORED CONCRETE, TYPICAL STAGE 18" ABOVE GRADE CASCADING PLANTS RELOCATED LARGE NATIVE CANOPY TREES, TYPICAL SEATWALL, TYPICAL NATIVE CANOPY TREE 1 LAWN WITH 2'-3' BERM SABAL PALM GROVE FLOWERING TREE, TYPICAL SEAT WALL, TYPICAL NEW OUTDOOR EATING AREA, WOOD DECK NEW FENCE SHADED PROMENADE LEGACY TREE ENTRY PLAZA o Alin -- _. MIAMI RIVERSIDE CENTER ENLARGEMENT CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS A Dec.19, 2014 Ian. 28, 2015 A Feb. 26, 2015 A 4pr. 01, 2015 A 4pr. 30, 2015 Rw Kimley»>Horn IDNLIES rA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ALA ASH, NUMB L-21 TYPICAL KIOSK SIGN SMALL DIRECTIONAL/ INFORMATION SIGN MILE MARKER IRA 0 DOWNTOWN MIAMI 0 MIAMI RIVER IOSE PARKMARTI NNW PNERGRENNAV PEDESTRIAN DIRECTIONAL SIGN 3' S 15-10' TRANSITION PASSIVE CIRCULATION 9 ZONE Zone ZONC ZONE Typical Riverwalk Section NOTE: CIRCULATION ZONE PAVING SHALL EMEND 1'-0" INTO THE SAFETY ZONE AREAS WITH NO PLANTING BEDS TRANSITION IONS PIONS Typical Riverwalk Plan Z c� as <0 ua w0 as Ina CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01,2015 A Apr. 30, 2015 Rw Kimley>»Horn Dias VW KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING WWW.EOBIKAIERCONI L-22 RIVERWALK DESIGN STANDARDS 3RD LEVEL TERRACE WITH ROOF GARDEN PHASE 2 BUILDING PLAN 2ND LE TERRA 1ST LEVEL TERRACE TERRACE 6' MIN. 50' SETBACK MIN. 25' SETBACK MIN. FROM FACE OF BULKHEAD TERRACE PLANTER PLANTER/ PLANTER/ TRANSITION PASSIVE ZONE ZONE 3' MIN. 3' MIN. PLANTED.. SEATING CIRCULATION ZONE/ PUBLIC RIVERWALK 16' MIN. PLANTING BEYOND PROPERTY LINE MIAMI RIVER 2 a cc as as 0 kn O. CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec. 19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley*Horn OGLES AIM KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING MA MID KARR SITE SECTION A RIVERWALK L-23 PLAN EXISTING SIDEWALK, N.I.0 11' LANE SW 7TH STREET EXISTING TRAFFIC LANES 11' LANE 11' LANE SW 7TH ST. N.I.0 PROPERTY LINE ENTRY TERRACE 6' MIN. PHASE 3 BUILDING 91vZ�" hVki _ SITE SECTION B L-24 a as <0 va .0 a cc CG MIAMI RIVER LLC SEPTEMBER 11, 2019 01 oec.19,2014 8 Jan. 28,2015 A Feb. 26,2015 A Apr. 01, 2015 A Apr. 30,2015 Wft Kimley»>Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Filsscrxxolevard W W x.roBIKABB.Com SW 7TH STREET (WEST END) 1-95 beyond 11' LANE PLAN SW 7TH STREET EXISTING TRAFFIC LANES 11LANE SW 7TH ST N.I.0 0 I I 11' LANE 6' MIN. SIDEWALK 5' STEPS ENTRY TERRACE 6' MIN. PHASE 4 BUILDING IN --,11111 8 5 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS & Dec. 19, 2014 & Ian. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr 30, 2015 V% AwA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING Alf, .10 NCARB 2915131=e2rIevartl Warn, Florida 23137 305.573.1EIS f: 305.5733766 WWW.KOBIKAIIRCOM SITE SECTION C L-25 SW 7TH STREET (EAST END) STREETSCAPE PLANTING 4' MIN, SIDEWALK 6' MIN. ON -STREET PARKING ON -STREET PARKING SW 3RD STREET EXISTING TRAFFIC LANE 13' LANE SW 3RD STREET EXISTING TRAFFIC LANE 13' LANE SW 3RD AV STREETSCAPE PLANTING 4' MIN. SIDEWALK 6' MIN. STEPS 3' ENTRY TERRACE 6' MIN. TERRACE 7— CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS AS, Dec. 19, 2014 A8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr 30, 2015 W - Kimley»)Hom JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AlA ASIO KARS ,151317,72:tdevard WWW.KOBINAFIRCONI SITE SECTION D L-26 SW 3RD AVENUE NEAR SW 6TH STREET SW 3RD AVE 1- - JOSE MARTI GYM SIDEWALK 6MIN. PLAN ON -STREET PARKING a' SW 3RD STREET EXISTING TRAFFIC LANE 11' LANE SW 3RD STREET EXISTING TRAFFIC LANE 11' LANE ON -STREET PARKING 8' 1S a11111111 l:areal RAMP 5' ENTRY TERRACE 6' MIN. PHASE 2 BUILDING CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS A, Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 SITE SECTION E SW 3RD AVENUE NEAR SW 5TH STREET \1\12 Kimley»)Horn DOES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASID KAU 291S als=e,:eTevare n10=8" F;305:573:3766 WWW.KOBIKAPRCONI L-27 PHASE 3 BUILDING SIDEWALK 6' MIN. PLAN STREESCAPE PLANTING 10' MIN. SW 6TH STREET TRAFFIC LANE 11' LANE SW 6TH STREET TRAFFIC LANE 11' LANE STREESCAPE PLANTING 10' MIN. SIDEWALK 6' MIN. STREESCAPE PLANTING 12' MIN. PHASE 1 BUILDING ENTRY TERRACE 10' MIN. CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimley>»Horn K ARCHITECTURE INTERIOR DESIGN PLANNING 305.573.3. SITE SECTION F L-28 SW 6TH STREET SIDEWALK 6' MIN. STREETSCAPE PLANTING 8' MIN. 5W 2.5 AVENUE TRAFFIC LANE 12' MAX. PLANTING 2' MIN. SIDEWALK 6' MIN. PLAN CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Q Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01,2015 L5 Apr. 30, 2015 FA21 Kimley»>Horn JiINGIES ARCHITECTURE INTERIOR DESIGN PLANNING PIA ASID KAM 305.573.3765 W W W.KOBIKAPF.CDm SITE SECTION G L-29 SW 2.5 AVENUE PHASE 1 BUILDING SIDEWALK 6' MIN. PLAN STREETSCAPE PLANTING 8' MIN. SW 2.5 AVENUE TRAFFIC LANE 12' MAX. STREETSCAPE PLANTING 3' MIN. SIDEWALK 6' MIN. SE 2 ING 2 CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • Dec. 19, 2014 ▪ Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASID NUM 305,13766 SITE SECTION H L-30 SW 2.5 AVENUE VI SW 4TH AVE EXISTING TRAFFIC LANES 0 N STREET TREES • • z Z LEGACY TREE (BEYOND) OPEN LAWN AREA PLANTING RIVERWALK z z 5 d CG MIAMI RIVER LLC SEPTEMBER 11, 2019 REVISIONS 0 Dec.19, 2014 6 Ian. 28, 2015 ® =eb 26, 2015 A 4pr. 01,2015 6 4pr. 30, 2015 Rw RIVER Kimley'»Horn JUNGLES `IA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIa KIM L-31 JOSE MARTI PARK SECTION I Y W h STREET TREES SW 4TH AVE EXISTING TRAFFIC LANES 2 z d PLANTING LEGACY TREE NATIVE PLANTINGS EXCERCISE AREA SEATING PLANTING SHADE TREES INTERACTIVE FOUNTAIN PLAZA PLANTING 4> 4�F j. 144/ CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS • Oec.19, 2014 6 Jan. 28, 2015 ® Feb. 26, 2015 A Ape 01, 2015 ® Apr. 30, 2015 Rw Kimley>»Horn JUNGLES >ITC C4 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNIN G ENUR a 91 NARP.CON L-32 JOSE MARTI PARK SECTION J STREET TREES SHADED TERRACE W/ NEW TRELLIS STRUCTURE SIDEWALK + CIRCULATION PLANTING TRELLIS AND JOSE MARTI MONUMENT WALL LEGACY TREE PLAY AREA EXISTING SPECIMEN MAHOGANY TREE PLANTER WALLS / SEATING AREA SIDEWALK + CIRCULATION CG MIAMI RIVER LLC c'Fn SEPTEMBER 11, 2014 REVISIONS ® Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 �11 Kimley»Horn ri.ES KORI KARP ARCHITECTJRE INTERIOR DESIGN PLANNING Ala ASiO NM. MS 1511T:2:reward ,305.573,66 WVOLKOBIKAPP.CONI L-33 JOSE MARTI PARK SECTION K PEDESTRIAN ROAD PLANTING CIRCULATION + PLAZA PLANTING RIVER WALK z z a RIVER cQ CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Q Dec. 19, 2014 8 Ian. 28, 2015 ® .,eb. 26, 2015 A 4pr. 01, 2015 A 4pr. 30, 2015 Kimley>»Horn OGLES SHIPPING p CHANNEL • A KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING ASIO NUM Florida 33137 30,573.1818 30,573.3766 www.KOPI P.CON L-34 JOSE MARTI PARK SECTION L Kei I\Jili u a s1(i SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 A Jan. 28, 2015 A Feb. 26,2015 A Apr. 01,2015 6 Apr. 30, 2015 Rw Kimley>>Horn JUNG s KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING L-35 PERSPECTIVE OF RIVERWALK AND DEVELOPMENT KelnwrilI & i[4IIi• SEPTEMBER 11, 2014 REVISIONS ® Dec.19,2014 ® Jan. 28, 2015 ® Feb. 26,2015 A Apr. 01, 2015 ® Apr. 30, 2015 Kimley»»Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA n510 N.128 MS 0.z:1e:even! L-36 PERSPECTIVE OF DEVELOPMENT LEVEL 3 Z a cc as Q as rzav0 ^Z s Ha «Z MIAMI RIVER LL• SEPTEMBER 11, 2014 REVISIONS Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 2 W Kimley>»Horn JUNGLES AirA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING L-37 PERSPECTIVE OF DEVELOPMENT AT RETAIL LEVEL {;11Illl II ice: K : • SEPTEMBER 11, 201A REVISIONS m Dec.19, 2014 8 !an. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimleyo Horn JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING tarzulevard L-38 JOSE MARTI PARK PERSPECTIVE AT RIVERWALK Clusia Rosea Gumbo Limbo Florida Thatch Palm Sabal Palm Baobab Tree Albizia Tree Bougainvillea weimmumamoto FiEl SEPTEMBER 11,2014 Re, & Dec. 19, 2014 & Jan. 28, 2015 A Feb 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimley*Horn iUNG1ES AlrA KOBI KARP ARCHITECTURE INTERIOR DESIGN CITY OF VIAMI PLANNING eAr T.,-ARDSA. PLFty_e' InT,,Wizzereverc Z77“) L-39 TREE AND PLANT PALETTE Monstera Silver Saw Palmetto Silver Buttonwood Philodendron 'Burle Marx' Agave Railroad Vine Alcantarea and Imperial Bromeliads Z a LAI CC QQ as N Q �O cord ND. .Ke7•l lIa!A IIWS SEPTEMBER 11, 2014 REVISIONS Dec.19, 2014 8 Ian. 28, 2015 A Feb. 26, 2015 A Apr. D1, 2015 A Apr. 30, 2015 Rw Kimley>»Horn INGi.S KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASIe NCARe .0.5.573.3766 L-40 TREE AND PLANT PALETTE Pedestrian Lights Trash Receptacle Bollard Lights CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS m 0ec.19,2014 ® Jan. 28, 2015 ® Feb. 26, 2015 ® Apr. 01, 2015 6 Apr. 30, 2015 iS Rw maw Kimley>»Horn DES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING We., Florida 33137 IMNW.KOBIKARP.CONI L-41 SITE FURNISHINGS Bench w/ Center Armrest Bollard Lights Bike Racks Pedestrian Lights Trash Receptacle CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS Jec.19, 2014 A Jan. 28, 2015 A =eb. 26, 2015 © Apr. 01, 2015 A Apr. 30, 2015 - 12 o:mil Kimley>»Horn JJNGLES Ai FA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIP MID WA. L-42 SITE FURNISHINGS CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS © Dec. 19,2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley>AHorn JUNGLES V% KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA A510 NCARB W W W. 0011....COM L-43 INSPIRATION IMAGES PI--14SE 2 • I I \ \ \ vv vv ter— \ \\ 1_ \ y—A F�-- _ \ o• \ SAP SCUN,A, LINE \ \ • PNASE • 2, \ �•• \\ TI7/—\— i I Il =VASE 1 I I I I I _ �—\ , r PLANISCIIEDIXE CO. EKSIRTORITREE Silver Buttonwood , erectus var. �.s Red Trunk ci . en°geg,een Brazilian / Pith.scellobiom Lorton 0 wRd Horsen nor / L5 n of tee.,, u, Apple/ CHth0* ,Hum bmuPm,.° LEGACYTREE sK°,pok / Ceiba p ,tam.AR. Tree / easmcnsa Saran Green Solver Bcax radiate h Palm % TCoccot lnee bvbrEmsis Yn /CwcotFrinox mocaElosb Paunatis Florida Thatch Page / TMInu radl°b Bailey Pam, / �,cI* b,;�cn, sis RPuertoe � �i Polm i anIu°'I ie Pommy; ou LEANNOSAEULPABIS ,NN ,rH Bromeliad / Ac ° trnperI°II. oroto Golden Creeper / Ronde. litteralis Florida GBare Max Bay Cedar /eia cendron e, vIm Hm,�R Vine ,An Pan P,ribxr° nervosa AN eg°il°° Bromeliads SHALL ANNT EN NOTES TRACT SPETSORFRND COMPLETE DISCREPANCIES, -HE PROVIDED NDISCREPANCIESHR. PLANT LIST QUANTITIES NTITY wNGSNA TAKE PRECEDENCE AN L BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT S. ANY SUBSTITUTION IN SIZE AND/OR P BY THE LANDSCAPELANDSCAPE AROgITECT IN ARCHITECT AND,CR OWNERS REPRESENTATIVE BEFORE PLAG. ALL PLANTS WILL BE SUBJECT TO NTING CAN BY E. CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE , ALL EXISTING UNDERGROUND UTILITIES AND/OR EXIE E CHANGES REQUIRED o ALL BEwCOMP COMPLETED A s E Boo EBENTATI E AND THENLANSILALLPE AROgITECT.E E. ASSOCIATED CONTRACTOR HOORR SHALL BE p COSTS OF TESTING OF SOILS, AMENDMENTS ETC... INCLUDED 5, 6. CONTRACTOR SHALL FAMILIARIZE HIM/HERSELF H DISCRTHE LIMITS OF WORK T EXIST. CONDITIONS AND VERIFY ALL NOTIFY OWNER'S REPRESENTATIVE IN NRI-INGTION. IF INITHN SEVEN T, CALL DAR DAYS BALLNOTICE TO PROCEED. 1. SUBMIT PRODUCT DATA FOR FERTILIZER, MULCH, AND SOIL AMENDMEN, E. PLANT naTeFiAL WILL NOT BE PLANTED INTO ROOT BALLS OF TREES AND PALMS. hIE SITE WILL BE SYSTEM PROVIDING IRRIGATEDERAGE WITH FULLY YX OVERLAAPDONuOV UNDERGROUND IRRIGATION BY AN IN SPRAY/ROTARY/ROTOR ONTT LER THAT FACTORS HEADS, SYSTEM NE NAND OTHER ENVIRONMENTAL FACTORS TO D ECHEDULE THE SYSTEM ILL ALSO FEATURETOMATICALLA RAIN SEJE RD JUST TO OVERRIDE THE THE CLOCK (IRRIGATION SYSTEM WHEN ADEQUATE RAINFALL MOMS. CITY OF MI7MI ce ce a° aCC CG MIAMI RIVER LLC SEPTEMBER 11, 2014 0 Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 rap OVERALL LANDSCAPE PLAN _ . Kimleyl»Horn IUNGLES \'/. KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AANGARE A' L-44 THIS LOCATION NATCHLINS LEGEND RAPT.SOLILE . gBEnDlta.TgN (D• UNOONTOPYSIEE �. �hAp'°� a o° ,sews var. e<Im_ Apple ,t,imZ Bra::.I., Rent. / Red Trunk Apo. / Acacia mllabium tartan a W CQNCPf iPEE ON <• Mahogany / SwGter,ie mahegmi aN Green Back Olive erectus QO uternd / Cale Qol/Lrirla Wo � bnmlller,.e Ina Southern Live Oak / Ouerws n_ Gumbo Limbo / Burneep be Breallanllau` RBetyof /�hyumSea Pitch Apple / 0 *. SFE ON O Kapok, Ceiba St/sealer Fla /�� den aureo Rain Tree / Sarenee Sayan calbaea Red digitate m:be t,auIroSouthernBaobab /SlIk L o;lnlan Dwarf Palmetto / Sabel mlnor Green Thatch Palm / Thrinex radiate Tyne hrinax alto 4511 Flo,. hPalm- /Tiprodiata PALM Otte Lrto iarurn Sa�aP e Sabel palmetto Royal Palm Roy°twwa cleracea Talipat Palm / /0602/0 unbaul:fare • IEwwSSEALFw.e Ws: IN umens,. au. Bromeliad / Alantaroa Debra. Railroad wee 1porneul pt.-Capra., Florian � tee der IMCVm Grm° heave / 4,40VePat Bay Cede / Solana mor.mo naM ea Allemng ande V. Rosemary spy Coen. / 2argc panne Am®es Repress..Bromeliads rypnl 21 141Dsr4Pe LEGEND T-6. 1,49E 1 Lee Area. Prepmad 59.912 sF Acres, L3 OP..' SPACE A. 'e iwt of rosy,. Open Seers, m ndicated an site S. Severe fest aigparkim Ilot open spve repAred by A -tree plan, C. Total severe feet of landscaped open space regnred. Aee• A.AREA e �° CALCULATION open ,pace re4l,ed by nbnrl 21: I05 B. ackn:en lac read) pemitted • gm ,99 ..f. TREES A. Number of tree. .R,lred per ref . acre, less existingof trees meeting minimum reqpirernents 22 trees x netumber or existing tre. (0) • B. Palma allowed: �' otrees "premed x 50R • .q:ire°,Nunber of trees provided x 30Y • D. Drought Werra* end low maintencnee. Street Tr® (mmirrien overage spacing of 30.o.c.): Pa permitted to count towards street trees R 0.dl basis Tre u1110 Street eTrees 'Irobn Street.4• T SetTrees SHRUBS A. Number or shrubs B. rmyFM. Number of shrub., Number of °pmided xired x30S • C. Natl. bbger of ubs smoand kedxintenance 20Xe rwu fireaL REQUIRED PRET/10ED WA] SF N3,93T SF 5,937 SF 5,987 SF 2. 290 513 SSD CRY DP TP.^.rnl PIE!.: . -C-:°.ROS 64De nee �� Ng rvn2EDi y0 Y( s( GRA1C SCALP IN PEET. CG MIAMI RIVER LLC SEP'EMBER 11, 2014 REVISIONS © Oec.19, 2014 ® Jan. 28,2015 ® Feb. 26, 2015 A Apr. 01, 2015 ® Apr. 30, 2015 OVERALL LANDSCAPE PLAN PHASE 1 Kimley»>Hom juNriEs vr Al A KO0I KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIAAND WASH G L-45 LEGEND PIANT00i1.1.11.4 psEnoitarAlap UNDER.Dw11EE 04,86 wmwIREE Pate fall my / ewiaa,la mahaPai Oak errerTLuite. ,, Buold Wu.m Console.* gran, ° lay caaw';0a u. a µy rala.m brosnimee Ptah Apple / Clusla carsm \ Bale �yaeee / -mm�nm detlanwm O � \J GYMNASIUM 5th STREET MATC, NE ,IAill 01 tANDACAPE_LFCEND 0-3: PHASE 2 Let Area: Pepwed 8,24a SF Amee: 11 REduIRED CPEN SPACE A. Smote fs t remind 24 SIpace Indicated en site pia: 6,124 SE Le Arta IS e Sgve fee of pa -um Ilot opa samei rewired by Article 9, as N/A Gicated on Total egos feet of IaMacaped open spas rawirN. PCB- 6,129 SF LAPIN AREA U.N A. Smaiimum It of5 landscaped ama.* ped open space rerylred by Miami 21. 10S (sad) permitted . 206 m 6,121 s.f. TRsss A Number of trees respired per net letace, lees ;el, number meeting m madam reg remeds22 umber .f eaglet, tree (0). of trees SI B. PC. alms allowed,lms Number i trews provided 0.1 . 0. Emought teem. Number d trees provided x 26 E rees (cam ea.). PalmsTgrmkted Pant tauerds aWet 4o m 1,1 basis t.d_Su TramRewired t w 9tn 9art 132/30 - 5 seet rees Rewired E BNRues AB. NativeNumbershrubs d r� required. lied R 10 Number arm< and low once /O provided d : C. Numberrought aof shrubs proridm R 20Y- ekrbe nrylM: ed WA' SF 6,2 SF 1-45 RPI PUBLIC .= E, LOCATION, TYP. ND w11211BSS,f `RTTP n PA�Nin; TTP. -VA7/ \ �'P \ ` -PROPERTY LINE UNDERSTORY \ TREE, TYP. \ CANOPY TREE, T'P LEGACY-EE 0,2 caribaea Baobab RSilk-Cotton Tree / Bombm uibo Boater., Live Oa* / ouerc,e vinainime ..DERdDwpRR aN.t amid. Theron Palm / Tfrmo. radiate PRP Ra:m Palm mi ob�wdamingensis iPnis Cabbetto age / etea`as DIElena ale�iera IE�axeeragPyu.B Pam uwmraa0m4. Imperial Bromeliad / ala�m�ea nmw roue Bromeliad / tarea Railroad rs / boom. om�-i saran / Mons -era deelosa �mass / Gagnp Floridc Gee alahGrose PAIR «IAgave mtenuate Bur. Men m nano maiumo Win" alarm: epP Coffee�IPecherla nervosa Almosas Philodendrons . PUBLIC SAFETY CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m Dec 19, 2014 8 Jan. 28,2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Wlt%A ITER+6OtoN /Pao Mr ' 1A' v L la0,1T i4,44.4., rY S PROPederrntpN�� G._ 1rc9t1 C-- KOBI KARP GRAPHIC SCA. N FEET DAM Kimley>»Hom ARCHITECTURE INTERIOR DESIGN PLANNING AIA A510 WARE W W W.Iro61KARP.COSI OVERALL LANDSCAPE PLAN L-46 PHASE 2i GRAfr 5114.1..E ill FEET. CG MIAMI RIVER LLC $c. SEPTEMBER 11, 2014 A Dec. 19, 2014 8 Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Kimley»)Horn IJNG[ES AIVA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA ASID NUM WWWKOBIKARRCONI OVERALL LANDSCAPE PLAN L-47 PHASE 2ii • ,eacx Loumx 3rd STREET 2nd AVENUE UNOERETORY TREE, TYP. PALM, TYP. 4th STREET C' BENCH L,CATIGN, TYP. JOSE MARTI PARK TURF, TYP. T-,_.- 1.11 PALM, CANOPY TREE, REE NGERSTORY AND SHRUBS, TYP ItlirrR , L` EAFETY ZONE, MIAMI RIVER scat w FEET CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec.19, 2014 n �1 Jan. 28, 2015 ® Feb. 26, 2015 • Apr. 01, 2015 A Apr. 30, 2015 Kimley»Horn IMES 191 KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 91A MID CARS OVERALL LANDSCAPE PLAN PHASE 2iii L-48 0 tstesSIOP.,PEE wB ButtonwoodSilver Cvitaeocor amps nee. ew rus Ironwood Pitch Apple / Ohmic 6AtIfera Red BrachiMRalAcacia "" ire / �"ih."n;°rewers turn cwmrllEE Pot Is Plarwmy / eiewna m2a:i Black Nye uciPa amerce es wile Tema -Intl tl / Lv. / y 1.1eiNus w 0,1 Nevefesh Mahogany / Lysnoma eat,. Guinea Limbo/ e aCubeorrcsuas . iso Sea Grape / Bent deaf /b`era Cal pan brash* More Apple / Pon. aap1 Bald Cypress / Taeeia1"inanan LEGACYPEE BF, Kapok elpevdrFp/Nm m Reln � i Saralee Semen BaobabAden* Red SNk-Cotton Tre ii Ebmbm elba uNDEammauN Oh23 Silver rf Paensue e/t sabae Green Thatch Palm / wr.dixo Sli Pal m lTm�/ CacaaMothrh alto mdm th.l. y oelorrhaphe FloriPawdaaThatchh Polrn- / ThrnaLLrad.a OAKS Bailey Pa. / °seem.. / lab fraeell'Ines el Cabbage M10Palm / So. mlm / Sabel 17.012ilfamnN Po frnra of gams era Tallpat Palm // Coryphaeanbraaml2era er4ebry 2200 Ga den pm mad.a `taro s "eu; G,�a wlt�: hatchee Grass Bale / M1a82o; an'Saris` Bay fed, / Solana mmitlma HeneNw sernny Allemande aop Ro Wild Coffee / Sarnia P.y is nervosa Philodendrons Neoreesles MIA•II 21 1 AN05r4PE 1 Remo" T-G. PN29F Lot Area. Pepe.ad U 621, SF Mrs: SA OPEN SPACE Area Het s reylred 0pa. Spa., as Indicated an site Nan: B. Soper. Het a perking loot open space bedWMaieN 9, as C. -oral stye. fee, of mdsryd open space rglrW: A.5. LA. AREA A CALC,ATION gyve feet Ivd yscyed open earn required by rlivnl 211: I0X B. rwlenl.n lawn pea (sad) permitted _ 20X x 3,862 .H. 11625., A. .meratreesdedper net eacre, lee exetbq rumbv of wee meet.. srer� e1B,E trees B. e (0) - C. Nate Neglred. Number N or rreeenspodddefv - D. Draught tolerant nd umberoff `loses vwNdlow maintenance, v Street Pa Trees ld to count towards street tress'an1)1 bell ...AB:Trade Reylred 6th Street: r®. Reyl-d )eh Street. 200/S0- 7 Street Tres RaPlvd SHRUBS A. Number red. Number af trees B. Native eha`-ube reyired iNumber of nubs prrwlded X 30X • C. Draught tolerant snubs ow mcnlmee . provided x 206. rwV RECUiRED 3,062 SF IA 3,562 SF 3,662 SF 1,172 SF 57 LEGEND • 75ENCNLCGI2N CITY OF E9.7011 4r: (ntNore4 GRAPHIC SCALE IN FEET CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS Dec.19, 2014 Jan. 28, 2015 Feb. 26, 2015 A, Apr. 01, 2015 A Apr. 30, 2015 Kimley»>Hom JUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN ASID PLANNINGN 1A RS rd W W W.60316ARP.CONI OVERALL LANDSCAPE PLAN L-49 PHASE 3 HIS LOCATION V LEGS* RANTSCREOULE . 0i1S3CpLOU,IpN ®. O 3333333033IME 0311 Rea Trunk Acacia / Acacia nigraiscene 3330.,,7.E 033 0 uck uY tm,.bmdx�pn >dMen�ng aroe Yrv��Pi�o ��. caovMilam tee®,I�.nm Pitch G m O L pee,,1�s,03olel,a illEE Kapok , Ceiba pmta.dra Albmia cartel. Baobab / Admaania digitate ,MSRPSTOmPR.M 0314 Silver Sow Palmetto / Sermon repene Dwarf / Babel minor Green ?leech Palm / T3rhao radiate Tyre Palm / Coccotbrina, alto PAIN 030 Bailey Polm; copernrclaba„ a �.lP ;�N,1oeerca LO.311.103/SRapW 0331 Firewhael oprossapFacMhataNm Grass Florida - MarxBerle / Philodendra, 'Bur, ra,w Bay Ceder E am mature Bougainvi,m3333 Poeema, valmax� wmerpam Bremeliade MIAMI 21 1 A.NDSCAPP LEGEND Ts. PHASE 4 Lat Arm. Proper. 53 500 SP Aces. 0= OPEN SPACE A. Setae Net of ree`.. , u indicated m site plat. E: m . p Ilat sp�54glr5b0Artad.9. C. Total mare Net M Imam, d epee spare regnr.d. ArS- A. Says�feetCALCULATION iGlandscaped open apace reWlred N' Irian, 21. 103 E. Nmen lawn am (sod) permitted - 201 3,3E0 .l- TREES A. t.eas r<.pred per net lot acre, m , ,iel>um g number .N tree. .meet e rniniman ee (4) Po�im� mwuud� Nunn _ C. Natives req.... Nenbar oN Ir.e. pee. x 303 - D. deaEM Nmbrawes provided vv 20 1 Palma permitted ermi ted to ...,.counm mde streetng t tress eri I.1 tee„ fSh W. 22,/S0i Street Tram Ravired A. Number ofM regaled, Nimbler of meppired x 10 - B. 3 Native shrubs re3Prm. Number of :trees padded x SO%C. I Draught tolerant a. low maintenence ree,edi REWIRED 3,3S0 SF 3,360 SF PROVIDED S.330 SF N. 3,33.0 SF �rro 334 CITY OF 1,6101 REAL .Y 3 e' .SPOS FLA CUPRIC SCALE IN FEET W W W.KOEIKABP.COM CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS © Dec.19, 2014 • Jan. 28, 2015 Feb. 26, 2015 n�n Ape 01, 2015 Apr. 30, 2015 Rw0,30 Kimley>»Horn JUNGLES VW KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA A310 WARS 3913 Biscayne Boulevard Suilemo OVERALL LANDSCAPE PLAN L-50 PHASE 4 IS TIO G. ,NPD3RR.mEE aEe Silver Buttonwood / Lanacarpus ere:tm van sereas rut'll PadTrunk"Acacia it ° Nadeau.. cwwmff tlbt3 w ears / Swietenia SoutGumboLimbot ,um Pitca Apple //ilwf lusiaoses um trrosllinw Bala Cypress / TaMoney Tree / xaeiim eisacFum OLmoym1e 0q. SG-anglerra sameBaobab / Adore.. Melts. gmBSRANPRR 08a Green Thatch Palm / Silver ?Fetch Palm / C.c.'s-ham fay te sarweueis Acoebi 5`w`a -Iflll .Ng q„e Salty Palm / Co iala hd Tansy l Puerto Rican Sat Palm / Sobel easier., Dominican Pot, / Sobel domineers, ��NPo Sabel / c;; Ray4p t.a 1.5eeE03.efEPnOn Rye/ Imperial Bror Alra,mea knoerlas w 71 per' Ago.pulchella eo a cs:®u a aal..cles crow uate Boy Cedar _ clan mealtimetaarln'c" Botealnullleo ur<f(ReZayre a a cbilla KU nervosa Ner PhilAtoodendrons Orchids Bromeliads T-6. PHASE 5 Lot A,eo, Proposed 55.625 Sp Aum. LB REWIRED WEN SPACE . appass fest of retired Open 5 med on . 5,K3 SF e.f. IMI B. Square feet of patig Ilot open spar respired by Article 4, as N/A rdicoted on C. Total pea feet of landscaped open epos reyNed. 5,862 9P LANN AREA CALCULATION A. SrRee trot clef landscaped open same recdred by niuni 21. IW 5,642 SF B. imam an area (sai) pemnNted - 20S a 5,862 e.f. 1,172 BP TEEEs A. Number or ter 'paired per net lot aae, less existing number al trr meetingwo4 22nnet lot acres -nunbr of <satrq Wow co) . . Palms a_Somber C. NativegNunber of tree. goods, x 301 . 6 D. Drought tolerant m Number of tress provided . E. Po perm permitted to tarant .madman average .. street pecins st Vas 30 con hi Seale 84./YY . Trees Realred 186_gtr�: 204,30. Sat- N gar,30. _ T street Trees Raldred SHRUBS A. Number of shrubs repaired, ber of trees reedy. a 10 Number of shrubs p.m...A 20S. PROVIDED 5,862 SF 1,172 SF 3170 Sal 354 c r --— Cam:; �JI 7th S REE 6th STREET 91"- 2nd AVENUE BEANaWG,Oe uGNJ 1144555 ACT' 0E4✓.ml4D W,TN.r2 Itll�d..SE 0u ANo D0, 00460 v.tl5,4n TISPASoLEs CITY OF E11AM1 N,.b1 �mm refs% '7` Fovel EPAPxIC SC LE IN FEET CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS r1 Dec.19, 2014 ® Jan. 28, 2015 ® Feb. 26, 2015 • Apr. 01,2015 d, Apr. 30, 2015 OVERALL LANDSCAPE PLAN Rw Kimleey>»Horn JIGS Y 35.6528.2439532834599883. KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING 305,73.3766 W W.KOSIKAPP.CON L-5 1 PHASE 5 WA HA weer Popo.1n xsF A Sepersinlanemd open soma es mac. on .P.a LAWRARFAGALEULVIION TREES 1/0..309m.0”014, sniftteiger.AortheAlerr.duCaleof" PIAMTSCHEIRILE 0 oo /O '.ie74' auttiferc Pit, App. rwnrrnBE 2B:1e BlaMock Olive m1ewrme mor Ya aTit alareef lash hmu erPmmAPPI. / amain 1,96a iwm .m.m..e .r.r Tree / Fochl. e.t.a mourItIlaanma CRyb am obPltPalm / Rynes /`�.yph u, aleifera PalmEracullrQo Railroad Vine / !porno./ Pee-oaPrae Agave / Aaw pn e` Boupdrivalea Kid Coffee Knxhxrie reran,. Bromeliads Alocastae CG MIAMI RIVER LLC SEPTEMBER 11, 2014 REVISIONS m 0ec.19, 2014 Jan. 28, 2015 Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 Rw Kimley»)Horn KOBI KARP ARCHITECTURE INTERIOR DESIGN PLADNING WARR Ft 305.573.3. W W W.ROBRWRP.COnI OVERALL LANDSCAPE PLAN L-52 2nd Level -- � A -- Fr '61:1!!INI!�I .: 112111JJI NUMMI s // wham Paame r sss �SFwew 1.e7 OPEN SPACE A.Sque aa .fedoras...0a opens...pa _e, hessalod on Gs plan: C. Tole! square feet of lenGesped wens.. requae0: eslas L2Mait,t d rnurn awn , ., :rMm,% A.Hum,m a`"`�urn rot.eae...east. e„aeulae. 0, Pe. Mowed D. N. Droughtbierent and low meIntersum 1,101,110,1 GRUBS REQUIRED 1PS, SF 9�9 PROMDED 199. ISSTBS 97 11 PLANTSGEDULE 0 Ironwood / Lignurn vita Brazilian Raa.ree / Pl.,ea,naam .anam MahogaOliny ' BlaGreen uttonwood / Conoco,. erectus Horseflesh Mahogany Y' k. Sea Grope / Cocoa,.ifero �t YlI, Pitch Apple / Cluslo roam wuJ �m Palm Palm palmetto aspArnera OldirGra Palm / / /p, o.n.o. I,ern .ux,zaIALPPLe CD,m Impe• rial Bromeliad / alcontarea Imperial!, Golden Creeper / Gam [Moro. Florida aAattenuate pros, dron Burle Mors' S mar,nmaROSenscrY CG MIAMI RIVER LLC SEPrEMBER 11, 2014 REVISIONS ▪ Dec.19, 2014 8 Jan. 28, 2015 • Feb. 26, 2015 n • Apr. 01, 2015 c� Apr. 30, 2015 —)W Kimley»>Horn IUVGdES MIA KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING srA .F.wslsna,ss rt e OVERALL LANDSCAPE PLAN L-53 3rd Level 000 IPI IIIII 141121111111 1111,11=151 MIAMI 2' LANDSCAPE LEGEND w....Rocas. 1'8,TM SF rune zre P. Squaw,. iequ,m Open Space. es Indicated male Plan: eArea . SquareR✓ prune bl open e�Pamequired Mande e.ee Inekeledenn p.m O. TaM wpwe feet a Rnmpgpea open scare required An. aSSquare le pOea open space...Area M Main 2:10% B. Mann lawn arse lam) penlMa = 20%. 3e.1 DT.1. TREES A. Number of tress required per, I. acrti, leee ealeling Wane, of Iteee f 3n%= D. % Drag. been. end low ,reletenenes: Number atrenpwatlm.20%e REOUIREDI PROVIDED 18., SF WA 16.784 SF 10,786 SF 19.184 SF 3.898 SF 3.088 SF 80 12 SO f8 (maximum nA) %,aes m3o ;bens wA MA MITIGATION It OAag= ab reI21DMe SHRUBS» 01..6required' Number atees nquredx10 CS. .%o ren""�tl" NWT... md lenencii atlm.30%= Number of shrubs provided .20%= 0 Appfe Red Trunk Aux. / Acacia nicreseens MRp>„Rff DM& ...weary moMemi Wild Norseiles.nd/my Ia you runt re 7I Sea Grape / Ceece10. lfare Calophyn.m bani Mon Apple / Clue, fosse Morey Tree / b oroesm PALM Wee Bailey Palm / ileyona Tarry Palm / Lucerne. b Paa Babel facia, Puerto Rico, Hat IEp11110MIALPALM3 Detet MM.lagFMalaM a_ Bromeliad elreabelMonster. ll ,lchello � ` haabe Grass CG MIAMI RIVER LLC EMMA SEPTEMBER 11, 2014 REVISIONS m Dec.19, 2014 ® Jan. 28, 2015 A Feb. 26, 2015 A Apr. 01, 2015 A Apr. 30, 2015 OVERALL LANDSCAPE PLAN 9Ih Level Rw - rtl Kimley»>Horn iUNGLES KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA A510 WARS 2.5 Biscay.. Boulevard 200 L-54 HARDSCAPE PAVING FINISH MATERIAL WALL ATRIUM DRAIN MULCH PLANTING SOIL SETTLEMENT PLANTING SOIL PERFORATED PIPE CUT AT REQUIRED LENGTH FILTER FABRIC DRAINMAT WATERPROOF MEMBRANE STRUCTURAL CONCRETE SLAB BI LEVEL DRMN WOOD TO COVER INTERSTITIAL SPACE OPLANTER AT RAILING HEIGHT ON BALCONY Scale: NTS OPLANTER FLUSH WITH BALCONY FINISHED GRADE Scale: NTS HARDSCAPE PAVING FINISH MATERIAL STRUCTURAL CONCRETE SLAB PLANTER DRAIN PERFORATED PIPE CUT AT REQUIRED LENGTH PLANTING SOIL FILTER FABRIC DRMNMAT WATERPROOF MEMBRANE CONCRETESIAB 8980 OF P. ",MI REV „" By—Jtv+— Q 5 2 a ce as <0 w0 as rna CG MIAMI RIVER LLC SEPTEMBER 11,2014 REVISIONS Q Dec. 19, 2014 8 Jan. 28, 2015 ® Feb. 26, 2015 A Apr. 01, 2015 6 Apr. 30, 2015 Rw Kimley»>Horn AGUES t/. KOBI KARP ARCHITECTURE INTERIOR DESIGN PLANNING AIA G SOW 200 195.573.1818 wwM.ICOBIRARP.COM L-55 I GI\Inc(-APF nFT411 Exhibit "D" Miami River SAP. Executive Summary BERCOW RADELL & FERNAN DEZ MC) NI IrJ , LAND t-.1SE AP./ EN VIRC7NJMEtVTAL LAW Direct: 305-377-6227 E-Mail: MTaoartes@BRZoningLaw.com VIA HAND DELIVERY April 30, 2015 Francisco Garcia, Director Department of Planning & Zoning City of Miami Riverside Center 444 SW 2,1a Avenue, 4th Floor Miami, FL 33130-1910 Re: Miami River Special Area Plan (SAP): Executive Summary Dear Mr. Garcia: This law firm represents CG Miarni 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 Miarni 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. 305.377.8222 • 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 BERCOW RADELL 61. FERNAN DEZ ZONING, LAND use ANra ENVIRONMENTAL 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 & F'MRNAN DEZ .20N I NO. LAN I LISE ANC. ENVIRONMENTAL 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 I-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 & FERNAN DEZ ZONING. LAND USE AND ENVIRONMENTAL 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 SL FERNAN DEZ ECININCiL 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. FENCE BUST OF JOSE MARTI EXERCISE AREA "SEMBRAR" MEMORIAL WALL NON-FUNCTIONING WATER FEATURE CHILDREN'S PLAY AREA COMMUNITY CENTER -el 4 J< POOL AREA + BUILDINGS STUCCO FACADE RIVERWALK EXISTING FEATURES LAWN LOGGIA RESTROOMS + CONCESSION STAND (NO PUBLIC ACCESS) 0' 15' 30' 60' SCALE I' 30' N� JOSE MARTI PARK EXISTING FEATURES CUBAN PALM GROVE BUST OF JOSE MARTI EXERCISE AREA "SEMBRAR" MEMORIAL WALL CHILDREN'S PLAY AREA NEW FOUNTAINS COMMUNITY CENTER -♦ POOL AREA + BUILDINGS KEYSTONE FACADE GAME AREA RI VER W ALK EXISTING TO REMAIN ■ EXISTING TO BE RELOCATED ▪ EXISTING TO BE IMPROVED R' ADDITIONAL HISTORICAL/CULTURAL RELEVANCE rE. 1 5 15' min LAWN RESTROOMS MAHOGANY TREE 0' 15' 30' w' SCALE: 1"=30' JOSE MARTI PARK PROPOSED AND RETAINED FEATURES Future Land Use Map Excerpt Miami 21 Excerpt