Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PZAB (16274) Resolution
City of Miami PZAB Resolution Enactment Number: PZAB-R-24-051 City Hall 3500 Pan American Drive Miami, FL 33133 www.miamigov.com File ID: 16274 Date Rendered: 8/23/2024 A RESOLUTION OF THE PLANNING, ZONING AND APPEALS BOARD ("PZAB"), WITH ATTACHMENT(S), RECOMMENDING APPROVAL OF AN ORDINANCE OF THE MIAMI CITY COMMISSION, WITH ATTACHMENT(S), PURSUANT TO ARTICLES 3 AND 7 OF ORDINANCE NO. 13114, THE ZONING ORDINANCE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED ("MIAMI 21 CODE"), AMENDING THE ZONING ATLAS OF THE "MIAMI 21 CODE" BY CHANGING ZONING CLASSIFICATION FROM "T6-12-0" TO "T6-24A-O" FOR THE PROPERTIES LOCATED AT 1411 NORTHWEST NORTH RIVER DRIVE, 1421 NORTHWEST NORTH RIVER DRIVE, 1441 NORTHWEST NORTH RIVER DRIVE, 1451 NORTHWEST NORTH RIVER DRIVE, 1465 NORTHWEST NORTH RIVER DRIVE, 1481 NORTHWEST NORTH RIVER DRIVE, 1440 NORTHWEST 13 TERRACE, 1430 NORTHWEST 13 TERRACE, AND 1424 NORTHWEST 13 TERRACE, MIAMI, FLORIDA AS MORE PARTICULARLY DESCRIBED IN EXHIBIT "C," ATTACHED AND INCORPORATED; AMENDING "MIAMI 21 CODE," APPENDIX G, TITLED "RIVER LANDING SPECIAL AREA PLAN" ("RL SAP"), AS MORE PARTICULARLY DESCRIBED IN THE AMENDED REGULATING PLAN, ATTACHED AND INCORPORATED AS EXHIBIT "A," AND THE AMENDED CONCEPT BOOK, ATTACHED AND INCORPORATED AS EXHIBIT "B," SPECIFICALLY BY: (A) ADDING TO THE "RL SAP" APPROXIMATELY 88,039 SQUARE FEET (2.02 ACRES) OF LOT AREA SPLIT AMONG NINE (9) ADDITIONAL PARCELS FOR A TOTAL COMBINED AREA OF 442,570 SQUARE FEET (10.16 ACRES), WITH THE ADDED PROPERTIES MORE PARTICULARLY DESCRIBED IN EXHIBIT "C," ATTACHED AND INCORPORATED; (B) PROPOSING NEW DEVELOPMENT TO ADD 475 DWELLING UNITS AND AN ADDITIONAL LARGE GREEN SPACE TO THE "RL SAP"; (C) AMENDING THE REGULATING PLAN AND THE CONCEPT BOOK TO INCLUDE THE DEVELOPMENT OF THE ADDITIONAL AREA AND TO ALSO INCLUDE REVISIONS FOR CONSISTENCY WITH THE MIAMI 21 CODE; AND (D) MAKING FINDINGS, CONTAINING A SEVERABILITY CLAUSE, AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, pursuant to Ordinance No. 13382, adopted on May 23, 2013, the City Commission approved the original River Landing Special Area Plan ("RL SAP"), pursuant to Article 3 and Article 7 of Ordinance No. 13114, the Zoning Ordinance of the City of Miami, Florida, as amended, ("Miami 21 Code"); and WHEREAS, the RL SAP consists of approximately 8.14 acres of selected parcels, as described in the attached and incorporated Exhibit "D," qualifying as a SAP, subject to Waiver 13-0002 and pursuant to Article 3, Section 3.9 of the Miami 21 Code; and Date Rendered: 8/23/2024 City of Miami Page 1 of 5 File ID: 16274 (Revision:) Printed On: 8/23/2024 WHEREAS, Notruse Holdings, LLC ("Applicant") applied to the City of Miami ("City") to amend the RL SAP, pursuant to Article 3 and Article 7 of the Miami 21 Code; and WHEREAS, Applicant wishes to amend the RL SAP Regulating Plan and Concept Book by adding nine (9) new properties and adjusting the original development SAP boundary to include an additional 88,039 square feet (2.02 acres), for a total combined area of 442,570 square feet (10.16 acres), with additional properties located at approximately 1411 Northwest North River Drive, 1421 Northwest North River Drive, 1441 Northwest North River Drive, 1451 Northwest North River Drive, 1465 Northwest North River Drive, 1481 Northwest North River Drive, 1440 Northwest 13 Terrace, 1430 Northwest 13 Terrace, and 1424 Northwest 13 Terrace Miami, Florida, as legally described in the attached and incorporated Exhibit "C" ("New Properties"); and WHEREAS, the amended RL SAP will change the underlying zoning classification from "T6-12-0," Urban Core Zone Open, to "T6-24A-O," Urban Core Zone Open, for the properties more particularly described in the attached and incorporated Exhibit "C," with no necessary amendments to the Future Land Use Map; and WHEREAS, the current amendment proposes text modifications to amend the Regulating Plan in order to clarify existing terms and consolidate illustrations and figures for readability; to establish certain new development goals, definitions and Build -to Zone on Principal Frontages; to increase the maximum height above sidewalk grade for ground -floor residential or lodging uses; to allow signage for the MidRiverVu expansion area to be regulated by the Miami 21 Code, Article 10; and to update the Concept Book pursuant to the Regulating Plan amendments; and WHEREAS, the proposed RL SAP expansion will allow for much needed additional residential uses in and in close proximity to the Miami -Dade County Criminal Court to the north, the Health District to the east, and the Urban Core to the southeast; and WHEREAS, the RL SAP's adjacency to the Miami River will allow for use and enjoyment of the Miami River by not only by the residents and patrons, but the general public as well; and WHEREAS, projects such as this are critically important to the economic revitalization and enhancement of the City; and WHEREAS, the Applicant has submitted a revised Regulating Plan, a revised Concept Book, and a separate Development Agreement to govern these properties, which have been reviewed by the Planning Department; and WHEREAS, consideration has been given to whether the proposed change will further the goals, objectives, and policies of the Miami Comprehensive Neighborhood Plan ("MCNP"), the Miami 21 Code, and other City regulations; and WHEREAS, consideration has been given to the need and justification for the proposed change, including changed or changing conditions that make the passage of the proposed amendment to the RL SAP necessary; NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING, ZONING AND APPEALS BOARD OF THE CITY OF MIAMI, FLORIDA: City of Miami Page 2 of 5 File ID: 16274 (Revision:) Printed On: 8/23/2024 Section 1. The recitals and findings contained in the Preamble to this Resolution are hereby adopted by reference thereto and incorporated herein as if fully set forth in this Section. Section 2. PZAB recommends to the City Commission that the Zoning Atlas of the Miami 21 Code be amended by changing the Zoning Classification from "T6-12-0" to "T6-24A-O" for the properties located at 1411 Northwest North River Drive, 1421 Northwest North River Drive, 1441 Northwest North River Drive, 1451 Northwest North River Drive, 1465 Northwest North River Drive, 1481 Northwest North River Drive, 1440 Northwest 13 Terrace, 1430 Northwest 13 Terrace, and 1424 Northwest 13 Terrace, Miami, Florida, as more particularly described in the attached and incorporated Exhibit "C". Section 3. PZAB recommends to the City Commission that the Miami 21 Code be amended by amending Appendix G: River Landing SAP as attached in Exhibits "A" and "B" with the following conditions: 1. All development within the "RL SAP" boundaries shall be substantially in accordance with the Concept Book, entitled River Landing: Special Area Plan Review, consisting of 204 pages, and dated stamped and received by Hearing Boards on July XX, 2024, attached and incorporated as Exhibit "B" and the Regulating Plan consisting of 16 pages, dated stamped received by Hearing Boards, July XX, 2024, attached and incorporated as Exhibit "A." 2. Applicant to provide City current surveys, signed and sealed within the last twelve (12) months, of existing and proposed RL SAP properties prior to the proposal's first public hearing at City Commission. 3. The development of new structures or uses within this RL SAP shall be submitted for review by SAP permit and approved by the Planning Director prior to the issuance of any Building permit as identified within the Regulating Plan. 4. Per the Miami 21 Code, Article 3.9 Special Area Plans, Section 3.9.1.g, unless a Building is specifically approved as part of the Special Area Plan, any Building shall be reviewed by the Planning Director, after referral to and recommendation from the CRC for conformance to the Plan, prior to issuance of Building permit. 5. Per Miami 21 Code, Article 3.13 Sustainability, Section 3.13.1.b, all new Buildings of more than 50,000 square feet of Habitable Rooms or Habitable Space in the T5, T6, CI and CS zones shall be at a minimum certified as Silver by the United States Green Building Council (USGBC) Leadership in Energy and Environmental Design (LEED) standards or equivalent standards adopted or approved by the City. 6. The proposed alley vacation shall be approved prior to issuance of Building permit. 7. The RL SAP site shall be unified via Unity of Title or Covenant in Lieu of Unity of Title prior to issuance of Building permit. 8. Applicant shall provide a traffic impact study and sufficiency letter prior to the issuance of a Building permit. 9. Applicant shall provide an archaeological Shovel Test Report and Certificate to Dig prior to issuance of Building permit. 10. All improvements along the Right -of -Way shall be reviewed and approved by Public Works prior to issuance of Building permit. City of Miami Page 3 of 5 File ID: 16274 (Revision:) Printed On: 8/23/2024 11. Applicant shall provide final determination of Public School Concurrency and Capacity Reservation prior to issuance of Building permit. 12. Applicant, owner, and any successor shall comply with the requirements of all applicable departments/agencies as part of the City Building permit application submittal process. 13. Applicant, owner, and any successor must meet all applicable building codes, land development regulations, ordinances, and other laws and pay all applicable fees due prior to issuance of Building permit. 14. The RL SAP shall comply with all requirements of Chapter 23 of the Code of the City of Miami, Florida, as amended. 15. Applicant, owner, and any successor must comply with all applicable regulations of Chapter 24, titled Environmental Regulations of the Miami Dade County Code, as amended. 16. Applicant, owner, and any successor shall meet conditions identified in this Ordinance, with the RL SAP, and all applicable local, state, and federal regulations. 17. Applicant shall deliver a fully executed copy of the Development Agreement within thirty (30) days of approval of the this Ordinance amending the RL SAP by the City Commission and will record the Development Agreement within fifteen (15) days of notice of the City's execution, specifying that the Development Agreement runs with the land and is binding on Applicant, owner, successors, and assigns, jointly and severally. Section 4. The amended RL SAP, including the amended Regulating Plan, attached and incorporated as Exhibit "A," and the amended Concept Book, attached and incorporated as Exhibit "B," both as approved, shall be binding upon the Applicant, owners, and any successors in interest. Section 5. The application to amend the RL SAP, which was batch stamped on July XX, 2024, and on file with the Hearing Boards Section of the City Planning Department, shall be relied on generally for administrative interpretations and is incorporated by reference. Section 6. The conditions, as recommended by the Planning Department and stated herein, are incorporated and adopted as recommended conditions of the PZAB. Section 7. If any section, part of a section, paragraph, clause, phrase, or word of this Resolution is declared invalid, the remaining provisions of this Resolution shall not be affected. Section 8. This Resolution shall be effective immediately upon adoption by the PZAB. Reviewed and Approved: City of Miami Page 4 of 5 File ID: 16274 (Revision:) Printed On: 8/23/2024 David Snow City of Miami Page 5 of 5 File ID: 16274 (Revision:) Printed On: 8/23/2024 SPECIAL AREA PLAN GOALS River Landing is a multi -block, mixed -use stacked retail centerdevelopment located along the Miami River, roughly bound by NW 14th Avenue to the east, a residential building to the West, NW N River Drivc13th Terrace to the Neit4Northwest, and the Miami River to the South. The project, as proposed, will consist of six (6) levels of destination retail, a 70' wide landscaped, open air pedestrian passage, parking garagegarages, an active Riverwalk, and a publicly available open green space. In addition to the retail component, the parking garage is lined on both the riverside and the cityside by a total of /18 stackcd flats. The project also includes two 12 story towers, sitting atop the parking structure, totaling 396a total of over 900 residential units with a level of residential parking subgrade and another at the uppermost level of. The south block contains over 500 units spread across two 12-story residential towers, as well as stacked flats lining the parking garage. AccordinglyOn the north block, the totalMidRiverVu tower will contain the remaining residential component is planned at 1'l1 units, including ground -level townhouse units on the northwestern frontage. In addition to the aforementioned programmatic elements, the project contemplates a number of significant features designed to enhance the public realm and activate the riverfront. Foremost among those elements is the Riverwalk. The Riverwalk is conceived as a place for the community to experience and enjoy the Miami River, as well as provide a place for residents and visitors alike to appreciate its ongoing contribution to our City's beauty and economy, to observe it's ever -moving activity — "you never see the same river twice" — and it's daily rhythms. The Riverwalk will function as an amphitheater for the river itself. The new pedestrian promenade meanders in an east -west direction, through a 50' or more open space, flanked on the south by the River and native plantings, and along the north by raised cafe terraces and hammock plantings which overlook the river. Design elements will celebrate the river's heritage: its looks, sounds and feel, while utilizing contemporary applications in sustainable design. On the northeastern corner of NW North River Drive and NW 13th Terrace, the River District Green will provide a new publicly accessible open green space to the community. The River District Green was designed to preserve the existing live oaks and other significant canopy trees on the property, and will serve as a "front lawn" for the surrounding neighborhood. Additionally, a new pedestrian bridge spanning NW North River Drive will help enhance connectivity between the Riverwalk, pedestrian promenade, and retail spaces to the south and the River District Green and MidRiverVu to the north. Above all, the Riverwalk, along with the various other public amenities described above, will eventually provide a vital linkage for pedestrians and bicyclists to enjoy the river and provide connectivity to commerce for the surrounding neighborhoods. 1100 NW NORTH RIVER DRIVE M1AM1 10158430.2 100105/300347 The development goals include: • Facilitate the organized growth of urban infill redevelopment to promote civic, economic, and cultural activities along the Miami River • Activate the Riverfront with a high quality landscaped greenway that encourages riverfront dining, pedestrian enjoyment, and neighborhood connectivity • Utilize the project's shifted geometry to enhance the depth and texture of the architectural elements • Develop a framework that successfully accommodates automobiles while respecting the pedestrian realm • Promote urban development by balancing the needs of local residents and pedestrians and Miami's transit community which visit the Health District on a daily basis • Preserve the existing tree canopy and provide publicly accessible open green space • Create a transition in development intensity between River Landing and the surrounding communities 1100 NW NORTH RIVER DRIVE M1AM1 10158430.2 100105/300347 ARTICLE 1. DEFINITIONS 1.2 DEFINITIONS OF TERMS Buildout: The construction sequence of building components on a particular site. For the River Landing Special Area Plan, Phase I consists of construction of the Pedestal, Phase 2 of construction of residential tower 1, and Phase 3 of construction of residential tower 2. Phases 2 & 3 do not need to occur sequentially. Design Guidelines: Plans, drawings, and diagrams submitted as part of the SAP. 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 in the Pedestrian Promenade. The space plan or use of the floor plate envelope may be modified based upon future leasing and use, up to the maximum envelope shown in the SAP. Pedestal: Also known as podium. For the River Landing Special Area Plan, that portion of a Building up to a maximum of 150 feet, or twelve (12) stories, not including mechanical enclosures, as depicted in the approved design guidelines. Pedestrian Promenade: A cross -block passage dedicated solely to pedestrian traffic. The pedestrian promenade's length is the distance between the outermost building facades along two parallel Frontages. All signage located within the promenade is not regulated by the City of Miami and does not contribute to the overall aggregate signage area allowed per code. Regulating Plan: Modifications of the underlying Miami 21 Transect Zone regulations for the Lots included in this SAP. 1.3 DEFINITIONS OF SIGNS Display Window: A window of a Commercial establishment facing a Frontage used to display merchandise or advertising materials for products to be sold on site. Display Window(s) shall have sufficient dimensions to display products, but shall not exceed 80% of the storefront window in which it is located. Lifestyle Graphics: Visual elements concerned with communicating identity and information and shaping the idea of place. The graphics within this zone are artistic installations containing no commercial advertising message. Graphics in this zone shall be located within the Pedestrian Promenade and shall not contribute to the aggregate sign area. Also known as Environmental Graphics. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 1. DEFINITIONS Sign, Banner: A Sign made from flexible material suspended from a pole or poles, or with one (1) or both ends attached to a Structure or Structures. Where Signs are composed of strings of banners, they shall be construed to be pennant or streamer Signs. For the River Landing SAP, banner signage shall be located on pedestrian light posts along the Principal Frontages and serve to identify the Project, communicate the Project image, or specifically identify major retail tenants. Sign, Canopy: A sign projecting vertically from and post -mounted to the canopy structure below. All canopy signs to be indirectly illuminated. Sign, Directional: Signage located on the project perimeter to facilitate the movement of both vehicles and pedestrians and direct them to retail tenants, restaurants, parking garages, and other uses within the project. Directional signage shall bear no advertising matter. Sign, Hanging: A projecting Sign suspended vertically from and supported by the underside of a canopy or from a bracket or other device extending from a Structure. Signage within this zone type shall be located along the Principal Frontages and serve to identify the Project, communicate the Project image, or specifically identify major retail tenants. Sign, Monument: A non -movable, self-supporting Sign affixed to the ground. Signage shall be located along the Principal Frontages and serve to identify the Project, communicate the Project image, or specifically identify major retail tenants. Signs should not be located within the Visibility Triangle as determined by Public Works or other regulatory agencies, and shall be designed and placed in a manner to minimize impacts to pedestrian circulation. Monument Signs shall not include signs mounted on poles or posts in the ground. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE3. GENERAL TO ZONES 3.11 WATERFRONT STANDARDS a. Waterfront Setbacks 2. Side Setbacks and any cross -block passages or Pedestrian Promenades shall be equal in aggregate to at least fourteen percent (14%) of the water frontage of each Lot based on average Lot Width, to allow View Corridors open at least 25' in height and to allow public access to the waterfront; except for T3, T4-R, D1, D2, and D3 Transect Zones. 3.12 DESIGN GUIDELINES AND NEIGHBORHOOD CONSERVATION DISTRICTS 3.12.1 Design Guidelines This section lists additional guidelines defining elements to protect and promote Neighborhood or area character, which may be obtained through the Planning Department. In the areas for which guidelines have been adopted, any proposed building shall be reviewed by the Planning Director prior to the issuance of a building permit. c. Miami River Regulatory Greenway Standards • ZONE 1 — Street Right -of -Way • Standard Right -of -Way Element Matrix ( 60' ROW) • On Street Parking: 7.0' + 1.5' Valley Gutter x 22' dimension • Travel Lanes: (2) — 10' Lanes with optional turn lane • Sidewalk: Greenway side: 7.0' clear (min.) • Landscape Verge: Greenway side: 4.33' (min.) NOTE: THESE DIMENSIONS ASSUME A 1.5' VALLEY GUTTER AT THE INTERFACE OF THE TRAVEL LANE AND PARKING SPACES. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL e. Frontage in Build -To Zone MIAMI 21 R U R A L I I I I I I I I I I I I I I I I I I I I I I I LOT OCCUPATION ARTICLE 4. STANDARDS AND TABLES ARTICLE 4. TABLE 2 MIAMI 21 SUMMARY I I I I I I I I I I I 1 1 1 1 1 1 a. Lot Prea 5,000 s.f. min. 1,400 s.i.-20,000 s.f.** 1,200 s.f..- 40,000s T." 5,000sf. min 40,000s.S. max'* 5,000 sf. min, 70,000 sI. max" 5,000 sf. min. h. Lot74dth 50ft. min. 16ft. min 150 H. min.`* 16ft.Min /50 ft. min.** 501-t. min. 501-t. min.. 50 ft. min. 6. Lot ataerage 5086max.1st Floor 30%max.2rid Floor for T3 R & T3 L only. 60%max. 80%max. 80%max" 80%max." 80%max" d. Floor Lot Pato (FLR) 5 8 7 50%min. 60%min. 70%min. 70%min. 70%min. e. G,.. to v, at T. dr t aTbe,.k f. Greeml Q0en 5)ace Requimmer4o 25%Lot Area min: 16%-Lo1 Area min. 10%Lot Area min. 10%Lot Area min. 10%Lot Area min. 10%Lot Area min. g. Densty 9-18 du/acre max" 36 dulacre max.. 65 du/acre max.- 150 du/acre' 150 du!acre' 150 du!acre' BUILDING SETBACK a. Prncipal Front 20 ft. min. 10 ft min. 10 ft. min. 10 tt. min. 10lt. min, 1011. min. IC Secondary Front 10 ft. min. 1011 min. 10ft. min. 101-t. min 101-t. min. 101-t. min. c. Sde 5ft. min" Ott min_15tt. min" Oft in" Ott. min" Ott. min" olt min" d Rear 20ft: min. 20ft min. Oft. min." OH. min." Ott. min." Ott. min' OUTBUILDING SETBACK a. Principal Front 20 ft, min. (T3 L only) 30ft min. h. Secondary Front 10 ft: min. (T3 L only). 10 H. min. c. Sde 51t. min. (T3 L only) Ottmin. l5 tt. m in. d Rear 5 H. min. (T3 L only) 511. min. PRIVATE FRONTAGES a. Common tam perlitted permitted prohibiled prohibited prohibited prohibted b. Porch&Fence. permitted permitted prohibited prohibited prohibited prohibited c.Terrace or LC, prohibited permitted prohibited prohibited prohibited prohibited d. Forecourt prohibited permitted permitted permitted permitted permitted e. Stoop prohibited permitted permitted permitted permitted permitted f. Shopiront prohibited permitted (T4 L, T40) permitted (T5 L, T501 permitted (T6-6 L, T6.60) permitted (T6.12 L, T6-120) permitted (T6-24L,T6.240( g.Gallery prohibited prohibited permitted" permitted" permitted** permitted" h. Encode prohibited prohibited permitted*' permitted" permitted" permitted" BUILDING HEIGHT (SNiies) a. Principal Building, 2max. 3 max. 2min. 5 max. 2 min. 8 max. 2min. 12 max. 2min. 24 max. h. Outbuilding 2 max. 2 max. c. Ben eft Height Ph uthng 16, T5 DT4 only 4 max." 8 max." 24 max** PUBLIC FRONTAGES (deleted) * Or as modified in Diagram 9 " Note Refer to Article 5for Specific Transext Zone Regulations ***Or as modified per approved SAP 355,000 so.ft.'" RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 4. STANDARDS AND TABLES MIAMI 21 ARTICLE 4. TABLE 4 DENSITY, INTENSITY AND PARKING (CONTINUED) T6 - URBAN CORE ZONE RESTRICTED LIMITED OPEN DENSITY IUPA) 159UNITS PER ACRE' 159 UNITS PERACRE • 15aUNITS PER ACRE • COMMERCIAL COrnioenaal Uses ere pill HI Krble PE listen in Table 3, limited by compliance with: l;omrriercial Lim:: are prrrrsxsibte ae Ilsled rn Table 3, limited by compliance with: COrniii r iel Ust•.x rsn perm az311,te es listed in Table 3, Wiled by compliance with: • Commercial establishments limited to a maximum area • The Building area allowed for Commercial Use on each A,,,.,,,,,,,,, o,�.r, J.:G, .,yuct.GICdyei C:1.1 i iM,4. of 4.0tX] a(puue fit eu;h end eha1I be Iesx 'hen 25% Id is Wiled I Iwo Stories of the Principal Building and , Minimum of Sparking spacestor every 1,00) square teet Wilding floor area Iota. Office and Commercial Uses Shall' be Is. than 25'% of of commercial use, except for Public Storage Facilities, • The Building area allowed Forcgmmeroiat use on eaGalot Ouildirni floor aria tD1al minimum 1 parking space for every 2,0 square feet islimttedtothe first two Stories oflhePrinsipalBuilding. •AmaxiMUM area of5ti,CWsure feet per establishment. . piing raTui amenl may be reared Irwriing facer • lr4nimum of 3 parking spaces for every 1,000 squarefeet • Minimum of 3 parking spares far every 1,00f1 square shared partung standard, Miele 4, Table b. of com ren:ial use feat of commercial use • Minimum of 1 Bicycle Mack Space fix every 20 vehicular • Parking requirement may be reduced according to the • Parking requirement may be reduced axordng to the spaces required. shared parking standard, Aride 4, 1 able 5. shared parking slandard, Arlicle 4, T able s. , AteO-relaE Erj-0cjeo TtruorDrive•Irl Fa;:ilities• :,ceArfr;lr • Minimum of 1 Bicycle Hack Space torevery 20vehr.ular • Minimum of 1 pSycle Rack Space for every, al vehicular 6.. spaces requiwd spaces required. . Perking reli a may be reared vnlhin i roils redid of TOT] • Loading See Me0 4, Table 5 •Parkmg ratio may be redueMwithin hmile radius of IOU and within % toile radius of a I ranch Corridor by thirty and within V. mile radius of a loam Corridor by thirty perch PO%) by pn esss of Waiver, excepd when site is percent (30%) by process of Waiver, except when silo within 500 feel of T3. is within .f4D7 Feel of T3. • Parking may be provided by ownership or lease offsde • Parking may be provided by ownership or lease offsite within tar feel by process of Werner, except wFA.n site within 1,000feet byprn ess of Wanes, except when cile is wilhin 500 feet of la itwrlhinf3'JfeelofT3 • Loading See Micle4, lable 5 • Loading- See Article 4, Table 5 • Amaximum area of95,000Square feet per establishment. MIAMI 21 ARTICLE 4. TABLE 5 BUILDING FUNCTION: PARKING AND LOADING SHARED PARKING STANDARDS 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 taro 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 Far instance: Fora building with a Residential Use requiring 100 spaces and a Commercial Use requir- ing 20 sprees. the 20 spaces divided by the sharing factor of 1.2 would reduce the total requirement to 100 plus 16 epacau. 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 OF -STREET PARKING STANDARDS ANGLE OF PARKING ACCE ES AISLE WIDTH ONE WAY TRAFFIC SINGLE LOADED ONE WAY TRAFFIC DOUBLE LOADED 7WOW1Y TRAFFIC DOUBLE LOADED 23 M 12fifl II H`1 193f1 45 10911 9 511 1U511 Parallel 10 ft LJh Standard stall 0.5 tl x 1E19 minmun 22 ft 22ft 22fr • 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 horn 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 Feat Where such a facility is to be used by trucks or loading Uses, the minanum clearance shall be 12 feet Residendat and 15 feet Commercial and Industrial. • Ingress vehicular control devices shall he located so as to provide a minimum driveway of 20 Feet in length between the Base Building Line and dispenser. • For landscaping requirements of parking lots. refer to Miami -Dade County Landscape Ordinance and the City of Miami Of -street Parking Guides and Standards. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 5. SPECIFIC TO ZONES 5.6 URBAN CORE TRANSECT ZONES (T6) 5.6.1 Building Disposition (T6) f. At the first Story, Facades along a Principal Frontage Lino shall have frequent doors and windows, except where there exists a Street screen to shield parking and service areas; commercial pedestrian entrances shall occur at a maximum spacing of seventy-five (75) feet and vehicular entries shall occur at a minimum spacing of sixty (60) feet unless approved by Waiver. i. For sites with three hundred and forty (340) feet Frontage length or more, a cross -Block passage shall be provided as follows: If the Frontage Line of a site is at any point more than four hundred and fifty (450) feet from a Thoroughfare intersection, the Building shall provide a cross -Block Pedestrian Passage. Such a cross -Block Passage maybe covered above the first floor by a maximum of thirty-five percent (35%) of its areawith Structures connecting Buildings, such as a terrace, pedestrian bridge or vehicular bridge. In T6-24, T6-36, T6-48, T6-60 and T6-80 a Pedestrian Passage may be roofed and shall be lined with frequent doors and windows. Refer to the diagram on sheet B-2 of the SAP Design Guidelines. 5.6.2 Building Configuration (T6) b. Above the eighth floor, the Building Floorplate dimensions shall be limited as follows: 1. 15,000 square feet maximum for Residential Uses in T6-8, and T6-12 2.22,000 square feet maximum for each Residential Use in T6-24, T6-36, T6-48, T6-60 andT6-80 3. 106,000 square feet maximum for Commercial Uses and for parking 4.300 feet maximum length for Residential Uses 5.400 feet maximum length for Commercial Uses c. Encroachments shall be as follows: At the First Layer, cantilevered Awnings, Facade screening devices, 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, garage screening devices, architectural decorative features, and roofs may encroach up to three (3) feet of the depth of the Setback. 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. e. On Principal Frontage(s), for the minimum Height, Facades shall be placed in the Build -to Zone for a minimum of seventy percent (70%) of the length of each Principal Frontage. Within the River Landing SAP, the Build -to Zone shall be defined as the area beginning at the front Setback line and extending twenty-five (25) feet into the Second and Third Layers. Portions of a Principal Frontage which are used for a Civic Space Type shall not be included in the Build -to Zone calculation. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 5. SPECIFIC TO ZONES g. Building Heights shall be measured in Stories and shall conform to Article 4, Table 2 and be allocated as required in Illustration 5.6. First -floor elevation shall be at average Sidewalk grade. A first level Residential Function or Lodging Function should be raised a minimum of one (1) foot and a maximum of four (4w thrcc and a half (3.5) feet above average Sidewalk grade. Existing one Story Structures shall be considered conforming and may be enlarged. 5.6.4 Parking Standards (T6) c. Parking shall be accessed from the Principal and Secondary Frontage when available. At Principal Frontages, parking entries should be located at existing road intersections when possible to ease flow of traffic, minimize congestion of Thoroughfares, and utilize existing signalization. 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, Loading Spaces and service areas shall be located within the Third Layer and shall be masked from the Frontage by a Liner Building, wall, opaque gate, landscape feature, or Streetscreen as illustrated in Article 4, Table 8. Parking may extend into the Second Layer if an architectural screening, or glass treatment, 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. Notwithstanding, entries to below grade loading docks may be located within the First Layer of a Principal Frontage. g. The vehicular entrance of a parking Lot or garage on a Frontage shall be no wider than sixty-five (65) feet, including a ten (10) foot minimum curb between opposing lanes of traffic, but no single curb cut on thatentrance may be wider than thirty (30) feet. The minimum distance between vehicular entrances shall be sixty (60) feet, unless approved by Waiver. 5.6.5 Architectural Standards (T6) b. The Facades on Retail Frontages shall be detailed as storefronts and glazed with clear glass no less than sixty percent (60%) of the sidewalk -level Story. Facades Security screens shall be seventy percent (70%) open. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 5. SPECIFIC TO ZONES 355,000 s.f. max. 22,000 so. ft. max. Floorplate far Residential & Lodging 106,000 so. ft. max. Floorplate for Office & Commercial e. Frontage in Build -To Zone: 70% 10 fL min. above 8th story 100. min. above 8°i story MIAMI 21 AS ADOPTED - APRIL 2012 BUILDING DISPOSITION LOT OCCUPATION A Lai Area e a1 nu b.Let MO SDR.min_ e. tot Coverage -I.8Samos 80rkmau • Above'Italy 16.000 aq R asr fAatIr • [m ft., d c,d, t;-I L edgdeg SO.fOdwft„a.Fh ,aldel,�Ofi� a.-vvrnnaR+rrl— d Flaw Lot Ratio (FIR) 1I 10%addbonal Public Binge e 1 r at m -S back l0%mm II.Open Saga Rao uneente 10%LotArcamin g.Donley 150edam* mak' BALDING SETBACK a PF nnpal Front I0 R air.: b. Secondary From ID R mR.; 70 R min above 8` Story e. Side 01t oak, 30 R n a aba+e 6 ry d. Rear 0 R wen; 30 R min above r Story t.Abel:mgSide aRear T5 0ft. rrrr 1'thraugh 5"Stay 1.0 R mn. If through P Stay 30 R. rim above IF Story BUILDING CONFIGURATION FRONTAGE e. Ce man Lawn prohibited b. Perch S Fenn prohibited c Terrace or L C prohibited d. Forecourt pemuCed e Stoop milted I Sheehan( pemaned (T -24 L & T6-24 0 only) g. Gallery permitted by Spatial Area Plan h Arcade permitted by Special Area Plan BUILDING NEIGIST a We He get ?Stews b.ldar Height 74 Storm c Mac. Beneft Heigte 24 Stones Abuttes,T all Tram eci Zones accept T3 ' Or as mediae rn Diagram 3' ARTICLE 5. SPECIFIC TO ZONES ILLUSTRATION 5.6 URBAN CORE TRANSECT ZONES (T6-24) BUILDING PLACEMENT N 2d 7d rarR late' .Air BUILDING HEIGHT PARKING PLACEMENT RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 6. SUPPLEMENTAL REGULATIONS 6.3 COMMERCIAL USES 6.3.1 Large Scale Commercial Except for Public Storage Facilities which must comply with the criteria set forth under Article 6, Table 13, a single commercial establishment occupying more than 55,000 square feet of Floor Area in any T6-0, D1 or D2 shall be permitted subject to the following requirements: Large Scale Commercial LOCATION TC Le191,aJ,,gI,e,iaye Lt Lk. J JL yCxo„pLeM, amaAall1,Ieat •I ,f, 9„R„(1)e a,,•eaii„,a1r„a 31.1.esaAJel— stell , t ,tl,..,,.Li,.l from The Lots le trans an not ucoon aryroc a oroollmtora shall also euere an rea )aoocssi y oolleotiia ortatonsystains By Exccpton in T6-0 and shall be located only on Lots having Frontage on one (1) or more arterial or By Warrant In D1 collector roads. Ingress and egress to the Lot must be provided from these arterials and collectors and not By Right in D2. Section 6.3.1 'Additional Requirements° shall not apply from secondary roads orcellesters. The lots shall also be served and be readily accessible by collective transportation systems. LOT SIZE As required by Transect Zane COMMERCIAL AREA LIMITATIONS Minimum, 55,000 square feei REQUIREMENTS WHEN ABUTTING A MORE RESTRICTIVE TRANSECT • A minimum of one (1) shade tree with a minimum Height of twelve (12) feet shall be planted et twenty-five (25) feel on center along the perimeter of the wall • Additional landscaping in the form of shrUbs and Buffer plant material shall Aso be required PARKING • All required Parking shall conform to Transect Zone and in addition it shall be provided ensile within an enclosed Structure • Parking Structures and parked vehicles shall be noncealed from exterior street view and may only be located within ih TH'"a Lye Second and Third Lavers ADDITIONAL REQUIREMENTS • At ground level Habitable Space such as Liners to conceal Parking Structures or Parking Areas, must be provided for et least sixty -Five (65%) percent of linear street Frontages_ • Second floor level Habitable Space such as Linerstoconceal Parking Structure, with a combination of architectural articulation for all linear street Frontagesshall be required, however, in no case shall the Habitable Space Liners be less than forty percent (40%) of all linear street Frontages. • Third floor level and above Habitable Space such es Liners to conceal Parking Structure, with a combination of architectural articulation for all linear street Frentages shall be permitted, however, in no case will the Habitable Space Liners be less than twenty-five percent (25%) of all linear street Frontages 6.3.2 Vending Carts in Open Air Retail Within open space, or partially open space, the following uses may be permitted pursuant to the Warrant procees by SAP Permit: 1. Outdoor dining areas; 2. Display and sale of the following items from vending carts: (a) Flowers, plants and shrubs; vegetables, produce, citrus or other unpackaged foods, not requiring refrigeration or further preparation, subject to applicable state health regulations; and (b) Arts and Crafts. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 6. SUPPLEMENTAL REGULATIONS Within open space, or partially open space, display and sale of other merchandise or food products allowed to be sold generally within the district, and subject to the restrictions set forth herein, may be permitted by SAP Permit. 6.5 SIGN STANDARDS - RIVER LANDING SPECIAL SIGNAGE PACKAGE 6.5.1 Intent River Landing is a pedestrian -oriented, mixed -use development with residential and retail components primarily serviced by vehicular traffic and public transit. The project, along with its extensive Riverwalk, is envisioned as a hub for commercial activity and community gathering space along the river which does not otherwise exist in the City of Miami. Its proximity to Highway 836 provides great visibility for prospective retail tenants, whose signage would be seen by the large motorist population that traverses the highway daily; however, since the project is located at the apex of the highway, such signage must be placed on the building above 90' in order for it to be visible. The methodology used to calculate the total aggregate signage area is consistent with Miami 21 requirements under Article 6.5. However, signage area will not be allocated according to individual retail tenant frontages but rather will be evenly distributed throughout the project as specified in Section E of the Design Guidelines. Ultimately, assignment of the major commercial tenant wall signs, referenced under Article 6.5.2 (b)(3), will be determined by retail leasing agreement and not by any tenant square footage requirements per Code. The intent of these sign regulations is to (1) move pedestrians and vehicular traffic in, out, and around the project safely and efficiently; (2) promote intuitive wayfinding within the project for residents and visitors alike; and (3) identify the project to motorists along adjacent Thoroughfares. 6.5.2 Signage Location, Types, and Aggregation a. Signs within the River Landing SAP shall be permitted as a Special Sign Package as set forth in the River Landing Regulating Plan and Design Guidelines. Signs within Pedestrian Passages, which do not contain advertising material visible from the public right-of-way, shall not be regulated by the City. b. Signage placed along the project's Frontages shall be located within one of seven (7) signage zone types identified in the Regulating Plan and Design Guidelines. Signage types shall be classified as follows: RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLES. SUPPLEMENTAL REGULATIONS 1. Directional Signage: Directional signs may be hanging, wall -mounted or freestanding signs. Hanging and wall -mounted directional signs range up to three (3) feet in height and fifty (50) feet in length for a maximum of one -hundred fifty (150) square feet. Freestanding directional signs may be double -sided with a maximum of twenty (20) square feet of signage area on each face for a total maximum signage area of forty (40) square feet per sign. Refer to Signage Details, Signage "Types G, H, L, N & P" in the Design Guidelines. 2. Monument Signage: Monument signage shall be limited to one sign for each one hundred (100) feet of street Frontage with no more than two sign surfaces, neither of which shall exceed forty (40) square feet in Sign Area. All panels shall be changeable over time and may be highlighted with external lighting or indirect lighting behind the images in compliance with Article 6.5.3(c). Permitted Sign Area may be cumulative, but no Sign surface shall exceed one hundred (100) square feet. The Maximum Height shall not exceed fourteen (14) feet, including embellishments, as measured from the sidewalk on which the sign is placed. Refer to Signage Details, Signage "Types J & M" in the Design Guidelines. 3. Wall Signage: Signage shall be located on the Pedestal and oriented toward the adjacent Thoroughfares for the purpose of identifying retail tenants of the project. Major Commercial Signage (Type D) is restricted to the east facade, so as to minimize visual blight to neighboring residential communities. Type D signage on the East facade shall be restricted to a maximum of nine (9) wall signs; provided however, that as part of an SAP Permit for a Master Sign Package, the City may approve up to twelve (12) Wall signs on a maximum of two (2) Pedestal Facades upon demonstration that the increased number of Wall signs is consistent with Article 4, Table 12 of the Miami 21 Code and the signage standards listed below. Refer to Signage Details, Signage "Types B & D" in the Design Guidelines. 4. Canopy Signage: Canopy signs range up to one (1) foot in height and ten (10) feet in length for a maximum of ten (10) square feet. Refer to Signage Details, Signage "Types E & F" in the Design Guidelines. 5. Hanging Signage:. Sign Area shall be limited to five (5) square feet per Display Surface for all retail establishments and building identification, not including the building logo. Bottom of signs shall be a minimum of eight (8) feet from grade. Refer to Signage Details, Signage "Type K" in the Design Guidelines. 6. Banner Signage: Sign Area shall be limited to twelve (12) square feet per Display Surface for all retail establishments and building identification, including the building logo. Bottom of signs shall be a minimum of eight (8) feet from grade. Projecting banner signs shall project no more than 3 ft. from the support surface. Refer to Signage Details, Signage "Type C" in the Design Guidelines. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 6. SUPPLEMENTAL REGULATIONS 7. Signs located fifty (50) feet above grade: Shall be limited to Building Identification signage only. Not more than two (2) Signs on two (2) separate Building Facades shall be permitted. Signage area shall not exceed 200 square feet and the size of any individual letter shall not exceed four (4) feet in height. Such signs will be wall mounted on the top floor of the Pedestal. Refer to Signage Details, Signage "Type A" in the Design Guidelines. c. The signage locations depicted on the Regulating Plan Design Guidelines represent the general area of the proposed signage zone. Final location of each sign type may vary. d. The permitted square footage for Retail Signage and Building Identity signage may be modified interchangeably, so long as the combined, maximum square footage for Retail Signage and Building Identity Signage is not exceeded. 6.5.3 Signage Standards. The following standards shall be utilized by the Planning Director and Zoning Administrator when evaluating whether proposed signage is consistent with the District SAP. a. The project shall provide locations on the commercial areas of the building facade that are specifically designed to accommodate changeable tenant signage. Structure, materials, detailing, and power sources shall be designed with consideration of signage installation requirements and shall be readily adaptable and reparable as tenant sign needs change. b. Signs shall consist of individual letters and/or a graphic logotype. No graphic embellishments such as borders or backgrounds shall be permitted. c. Sign illumination shall not be of high intensity. Where signs are illuminated, orientation of any illuminated sign or light source shall be directed or shielded to reduce light trespass and glare. Signs that are electronically illuminated may not exceed a maximum brightness level of 0.3 foot candles above ambient light as measured at a preset distance depending on sign size. Measuring distance shall be calculated by taking the square root of the product of the sign area and one -hundred. All applicants shall provide a written certification from the sign manufacturer that the light intensity has been factory preset not to exceed the levels specified. Indirect or external lighting shall be the preferred option where lighting is required. d. No Sign shall be Flashing unless such Signs are specifically authorized by the regulations for the Transect in which erected. Whether or not Flashing Signs are authorized generally within a zone, no Flashing Sign shall be permitted within one hundred (100) feet of any portion of property in a Residential district, as RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL ARTICLE 6. SUPPLEMENTAL REGULATIONS measured along the street Frontage on the same side of the street, or as measured in a straight line to property across the street, if the flashing element of such Sign is directly visible from the Residential property involved. e. Signs should be designed so as to fit within the architectural features of the facade and related elements and complement the project's overall design aesthetic. As such, the Sign's color and value should be limited in number and compatible with the facade. f. Graphic design for all signs should reflect consistency, simplicity, neatness, and minimum wording to minimize visual clutter and maximize legibility. 6.5.4 Signage in MidRiverVu Expansion Area a. Signage within the MidRiverVu Expansion Area, encompassing the north block of the SAP area north of NW River Drive, shall be regulated under Article 10 of Miami 21. Signage within the MidRiverVu Expansion Area will not be counted against any limits on number, size, and type of signs within the River Landing SAP under this Regulating Plan and/or the River Landing Concept Book. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL APPENDIX B. WATERFRONT DESIGN GUIDELINES Circulation Zone 1. The walkway may meander along the shoreline; however, all offsets in the alignment of the walkway shall not exceed ten (10) feet and be spaced not less than fifty (50) feet apart. Passive Zone 2. All benches shall have back rests Benches may be backed or unbacked, and their placement shall emphasize direct views of the water. Benches may be substituted by sitting space on the edge of planters. All seating space on benches shall not need to be continuous for more than 24". 3. Site furniture and site artwork may include overhead canopies, shade structures, sculptures, concessions, etc. and shall be confined to this zone. All furniture shall be permanently installed preferably by direct burial in concrete. RIVER LANDING 1400 NW NORTH RIVER DRIVE MIAMI, FL 1 1 1 II 1 NOTICE RIVER LANDING SPECIAL AREA PLAN REVIEW 30 JANUARY 2019 1400 NW NORTH RIVER DRIVE MIAMI, FL PROPOSED AMENDMENT TO RIVER LANDING SPECIAL AREA PLAN 1400 NW NORTH RIVER DRIVE. MIAMI, FL. REVISION 5: MAY 21, 2024 PROPOSED AMENDMENT TO RIVER LANDING SPECIAL AREA PLAN CITY OF MIAMI MidRiverV 1400 NW NORTH RIVER DRIVE MIAMI, FL PROJECT TEAM OWNER: URBAN-X 283 CATALONIAAVE SUITE 100 CORAL GABLES, FL. 33134 ARCHITECT: 65 NW 24TH ST, SUITE 108 • MIAMI, FLORIDA. 33127 • REG #AR94099 TOUZET STUDIO LANDSCAPE ARCHITECT cadence 435 N ANDREWS Cl AVE. NORTH FORT LAUDERDALE FL. 33301 954-766-4572 TRAFFIC ENG.: KIMLEY-HORN & ASSOCIATES, INC. 5200 NW 33RD AVE, SUITE 109. FORT LAUDERDALE, FL.33309 CIVIL ENG.: LANGAN 786.264.7200 15150 NW 79TH CT, MIAMI LAKES, FL 33016 Kimley»>Horn LANGAN Previous Project Team ARCHITECT: BC ARCHITECTS 4942 LEJEUNE RD. SUITE 200. CORAL GABLES. FL. 33146. be LANDSCAPE ARCHITECT: 1,— SAVINO MILLER DESIGN SaVInG1Y1 STUDIO. 12345 NE 6TH ....e AVE A. MIAMI, FL. 33161. INDEX A-0 SITE INDEX INDEX LEGEND: PREVIOUSLY SAP APPROVED PROPOSED SAP AMENDMENT A-1 PROPERTY SURVEY Al(OF 2) A-2 PROPERTY SURVEY A(2 OF 2) A-0 PROPERTY SURVEY B (1 OF 2) A-0 PROPERTY SURVEY B(2 OF 2) A-5 LOCATION MAP A-5.1 LOCATION MAP INCLUDING ADDITIONAL PARCELS A-6 KEYED SITE PHOTOS A-7 KEYED SITE PHOTOS A-8 EXISTING SITE PLAN A-9 PROPOSED SITE PLAN Al-0 REFERENCE PROPERTY SURVEY (1 OF 2) (MidRiverVu) A-11 REFERENCE PROPERTY SURVEY (2 OF 2) (MIdRIverVu) Al-2 KEYED SITE PHOTOS Al-3 KEYED SITE PHOTOS A-14 EXISTING SITE PLAN A-15 PROPOSED SITE PLAN B-0 ZONING DIAGRAMS INDEX B-1 APPROVED SAP ZONING ANALYSIS B-1F ACTUAL SAP ZONING ANALYSIS B-2 APPROVED ZONING DIAGRAMS B-2F ACTUAL ZONING DIAGRAMS B-3 APPROVED ZONING DIAGRAMS B-3F ACTUAL ZONING DIAGRAMS B-4 APPROVED CIVIC SPACE & LAYERS DIAGRAM B-4F ACTUAL CIVIC SPACE & LAYERS DIAGRAM B-5 APPROVED OPEN AREA & CIVIC DIAGRAM B-5F ACTUAL OPEN AREA & CIVIC DIAGRAM B-6F APPROVED SETBACK/MASSING DIAGRAMS B-6F2 ACTUAL SETBACK/ MASSING DIAGRAMS B-7 APPROVED LAND USE COMPARISON B-7.1 APPROVED LAND USE COMPARISON WITH ADDITIONAL PARCELS B-8 APPROVED THOROUGHFARES B-9 APPROVED CIRCULATION AND BICYCLE ROUTES B-9.1 APPROVED CIRCULATION & BICYCLE ROUTES W/ ADD. PARCELS B-10 APPROVED VEHICULAR CIRCULATION DIAGRAMS B-10.1 APPROVED VEHICULAR CIRCULATION DIAGRAMS W/ADD . PARCELS B-11 APPROVED TRANSIT ROUTE DIAGRAMS B-11.1 APPROVED ROUTE DIAGRAMS WITH ADDITIONAL PARCELS B-12 APPROVED FLR/ PROPOSED USE ANALYSIS (LVLS 00-01M) B-12F ACTUALFLR/ PROPOSED USE ANALYSIS(LVLS 00-01M) B-13 APPROVED FLR/ PROPOSED USE ANALYSIS (LVLS 02-03M) B-13F ACTUAL FLR/ PROPOSED USE ANALYSIS (LVLS 02-03M) B-14 APPROVED FLR/ PROPOSED USE ANALYSIS (LVLS O4-05M1) B-14F ACTUALFLR/ PROPOSED USE ANALYSIS (LVLSO4-05M1) B-15 APPROVED FLR/ PROPOSED USE ANALYSIS(LVLS 05M2-RES) B-15F ACTUALFLR/ PROPOSED USE ANALYSIS(LVLS 05M2-RES.) B-15F2 ACTUAL FLR/ PARKING BREAKDOWN B-16 APPROVED BICYLCE RACK LOCATIONS B-17F APPROVED SQUARE FOOTAGE B-17F2A APPROVED VS. ACTUAL SQUARE FOOTAGE B-18 PROPOSED SAP ZONING ANALYSIS (MidRiverVu) B-19 ZONING DIAGRAMS (MidRiverVu) B-20 ZONING DIAGRAMS (MIdRIverVu) B-20.1 BUILD -TO ZONE DIAGRAM (MIdRIverVu) B-21 THOROUGHFARES B-22 FLR/ PROPOSED USE ANALYSIS(LVLS 01-07) B-23 FLR/PROPOSED USE ANALYSIS (LVLS 08-27) B-24 FLR/ PROPOSED USE ANALYSIS(LVL 28) B-25 PROPOSED BICYCLE RACK LOCATIONS C-0 PROPOSED FLOOR PLANS INDEX C-1F APPROVED UNDERGROUND GARAGE LEVEL - 01 FLOOR PLAN C-1F2 ACTUAL UNDERGROUND LEVEL C-2F APPROVED LEVEL 01 FLOOR PLAN C-2F2 ACTUAL LEVEL 01 C-2AF APPROVED LEVEL 01 M FLOOR PLAN C-2AF2 ACTUAL LEVEL 01M1 (EEPLAN) Al-C-2BF A-2 C-2BF2 A-3 C-3F A-4 C-3F2 A-5 C-3AF A-5A C-3AF2 A-06 C-4F A-07 C-4F2 A-08 C-4AF A-09 C-4AF2 Al-0 C-5F A-11 C-5F2 Al-2 C-5AF Al-3 C-5AF2 A-14 C-6F A-15 C-6F2 C-6AF C-6AF2 C-6BF A-16 C-6BF2 A-17 C-8F A-18 C-8F2 A-19 C-9 A-20 C-9.1 Al-2C-10 A-22 C-11 A-23 C-11.1 A-24 C-12 A-25 C-13 A-26 C-14 A-27 C-15 A-28 C-16 A-28A C-17 A-29 C-18 A-30 A-30A D-0 Al-3 A-31A D-1F A-32 D-1F2 A-32A D-2F A-33 D-2F2 A-34 D-3F A-35 D-3F2 A-36 D-4 A-37 D-4F A-38 D-5F A-39 D-5F2 A-40 D-6 A-41 D-6F A-42 D-7 A-42A D-7F A-43 D-8F A-44 D-8F2 A-45 D-9F A-46 D-9F2 A-46A D-10 A-47 D-10F A-48 D-11 A-49 D-11F A-50 D-12 A-51 D-12F D-13F D-13F2 D-14 A-52 D-15 A-53 D-15.1 A-54 D-16 A-55 D-16.1 A-56 D-16.2 A-57 D-17 D-18 APPROVED LEVEL 01.5 FLOOR PLAN ACTUAL LEVEL 01M2 APPROVED LEVEL 02 FLOOR PLAN ACTUAL LEVEL 02 APPROVED LEVEL 02M FLOOR PLAN ACTUAL LEVEL 02M APPROVED LEVEL 03 FLOOR PLAN ACTUAL LEVEL 03 APPROVED LEVEL 03M FLOOR PLAN ACTUAL LEVEL 03M APPROVED LEVEL 04 FLOOR PLAN ACTUAL LEVEL 04 APPROVED LEVEL 04M FLOOR PLAN ACTUAL LEVEL 04M APPROVED LEVEL 05 FLOOR PLAN ACTUAL LEVEL 05 APPROVED LEVEL 05M1 FLOOR PLAN ACTUAL LEVEL 05M1 APPROVED LEVEL 05M2 FLOOR PLAN ACTUAL LEVEL 05M2 APPROVED RESIDENTIAL AMENITIES FLOOR PLAN ACTUAL AMENITY LEVEL GROUND LEVEL FLOOR PLAN ENLARGED GROUND LEVEL FLOOR PLAN 2N D LEVEL FLOOR PLAN 3RD LEVEL FLOOR PLAN ENLARGED 3RD LEVEL FLOOR PLAN 4TH - 7TH LEVEL TYPICAL FLOOR PLAN 8TH LEVEL FLOOR PLAN 9TH LEVEL FLOOR PLAN 10TH - 26TH LEVEL TYP FLOOR PLAN 27TH LEVEL FLOOR PLAN 28TH LEVEL FLOOR PLAN TOWER ROOF FLOOR PLAN BUILDING ELEVATIONS & SECTIONS INDEX APPROVED NORTH ELEVATION ACTUAL NORTH ELEVATION APPROVED SOUTH ELEVATION ACTUAL SOUTH ELEVATION APPROVED EAST / WEST ELEVATION ACTUAL EAST / WEST ELEVATION APPROVED FACADE GLASS PERCENTAGE CALCULATION ACTUAL FACADE GLASS PERCENTAGE CALCULATION APPROVED PERSPECTIVE FROM MIAMI RIVER ACTUAL PERSPECTIVE FROM MIAMI RIVER APPROVED SOUTH ELEVATION / RENDERED PERSPECTIVE ACTUAL SOUTH ELEVATION / RENDERED PERSPECTIVE APPROVED RIVERWALK PERSPECTIVE ACTUAL RIVERWALK PERSPECTIVE APPROVED NORTH RIVER DRIVE PERSPECTIVE ACTUAL RIVER DRIVE PERSPECTIVE APPROVED EAST PERSPECTIVE ACTUAL EAST PERSPECTIVE APPROVED ENLARGED NORTH ELEVATION ACTUAL ENLARGE NORTH ELEVATION APPROVED ENLARGED SOUTH ELEVATION ACTUAL ENLARGE ELEVATION APPROVED MATERIALS BOARD ACTUAL MATERIALS BOARD APPROVED LONGITUDINAL SECTION / LOADING DOCK SECTION ACTUAL LONGITUDINAL SECTION / LOADING DOCK SECTION NORTH ELEVATION (MIdRIverVu) WEST ELEVATION ENLARGED WEST ELEVATION SOUTH ELEVATION ENLARGED SOUTH ELEVATION DROP-OFF AREA SCREEN EAST ELEVATION GROUND LEVEL PERSPECTIVE FROM NORTH RIVER DRIVE (EEPLAN) A-58 D-18.1 A-58 D-19 A-59 D-20 A-60 D-20.1 A-61 D-20.2 A-62 D-21 A-63 D-22 A-64 D-23 A-65 D-24 A-66 D-25 A-67 D-26 A-68 D-27 A-69 A-70 E_0 A-71 GROUND LEVEL PERSPECTIVE FROM NORTH RIVER DRIVE(NIGHT) AERIAL PERSPECTIVE LOOKING FROM THE WEST GROUND LVLPERSPECTIVE LOOKING AT NW 13TH ST. FRONTAGE PERSPECTIVE LOOK NG AT GARAGE FACADE FROM RIVERLANDING GROUND LEVEL PERSPECTIVE FROM NW NORTH RIVER DRIVE PROPOSED MATERIAL PALETTE BUILDING SECTION NORTH - SOUTH BUILDING SECTION EAST -WEST BUILDING SECTION BLUE-GREEN BUILDING SECTION THROUGH GARAGE SCREEN 1 BUILDING SECTION THROUGH GARAGE SCREEN 2 PROPOSED BUILDING SHADOW STUDY BUILDING SIGNAGE INDEX A-72 E-1F A-73 E-1.1 A-74 E-2F A-75 E-3F A-76 E-4F A-77 E-5F A-78 E-6F A-79 E-7F A-79.1 E-8F A-80 E-9F Al-8E-10F A-81.1 E-11F A-82 E-12F A-83 E-13F A-84 E-14F A-85 E-15F A-86 E-16F A-87 E-17F A-88 E-18F APPROVED SATELLITE MAP OF SITE APPROVED SATELLITE MAP OF SITE WITH ADDITIONAL PARCELS APPROVED SIGNAGE LOCATIONS, SITE PLAN APPROVED SIGNAGE ELEVATION, SOUTH APPROVED ARCHITECTURAL RENDERING, SOUTH ELEVATION APPROVED ARCHITECTURAL RENDERING, SOUTH ELEVATION APPROVED SIGNAGE ELEVATION, EAST APPROVED ARCHITECTURAL RENDERING, EAST ELEVATION APPROVED SIGNAGE ELEVATION, NORTH APPROVED ARCH. RENDERING, NORTH ELEVATION SIGN TYPE B APPROVED SIGN TYPE D, HIGH WALL TENANT SIGNS APPROVED SIGN TYPE A, BUILDING IDENTITY SIGNS APPROVED SIGN TYPE C, STREETSCAPE BANNERS APPROVED SIGN TYPE E, STREET LEVEL TENANT SIGNS APPROVED SIGN TYPE K, TENANT HANGING SIGNS APPROVED SIGN TYPE F & M, RESIDENCE SIGNAGE APPROVED SIGN TYPES G, H, L & N, PARKING GARAGE & LOADING APPROVED AGGREGATE SIGN AREA ALLOWABLE APPROVED AGGREGATE SIGN AREA PROPOSE F-0 PROJECT INFORMATION DIAGRAMS INDEX A-89 F-1 A-90 F-2 A-91 F-3 A-92 F-3F A-93 F-4 A-94 F-5 A-95 F-5.1 A-96 A-97 LO A-98 A-99 L-1 Al-00 L-2 A-101 L-3 Al-02 L-4 Al-03 L-5 A-104 L-6 A-105 L-7 A-106 L-8 A-107 L-9 Al-08 L-10 A-109 L-11 A-110 L-12 A-111 L-13 A-112 L-14 A-113 L-15 A-114 L-16 A-115 L-17 A-116 L-18 A-116.1 L-18A A-117 L18E A-117.1 L-19 A-117.2 L-20 A-118 L-21 A-119 L-22 L-23 L-24 L-25 LEED CHECKLIST CIVIL SITE DETAILS APPROVED LOADING MANEUVERABILITY ACTUAL LOADING MANEUVERABILITY PEDESTRIAN PASSAGE DIAGRAMS CIVIL SITE DETAILS (MidRiverVu) LOADING MANEUVERABILITY & SIGHT TRIANGLES (MIdRIverVu) LANDSCAPE PLANS INDEX SITE AND LANDSCAPE REQUIREMENTS EXISTING TREE SURVEY EXISTING TREE SURVEY EXISTING TREE SURVEY COUNTY PARCEL EXISTING TREE SURVEY COUNTY PARCEL LANDSCAPE ZONE TYPES ZONE REPRESENTATIVE PLANT TYPES ZONE REPRESENTATIVE PLANT TYPES LANDSCAPE MASTER PLAN ROOF DECK LANDSCAPE PLAN WATERFRONT REQUIREMENTS WATERFRONT ENLARGEMENTS RIVERWALK PERSPECTIVE COUNTY PARCEL MASTER PLAN SITE & LANDSCAPE REQUIREMENTS (MIdRIverVu) EXISTING TREE SURVEY (1 OF 2) (MidRiverVu) EXISTING TREE SURVEY (2 OF 2) LANDSCAPE ZONE TYPES PASSIVE & CIRCULATION ZONES LANDSCAPE SITE SECTION - EAST NEIGHBORING PROPERTY ZONE REPRESENTATIVE PLANT TYPES ZONE REPRESENTATIVE PLANT TYPES LANDSCAPE MASTER PLAN 2ND LEVEL ROOF LANDSCAPE PLAN POOL DECK & ROOF LANDSCAPE PLAN TREE DISPOSITION PLAN TREE DISPOSITION CHART & REPLACEMENT CHART (EPLAN) A-119A Al-20 A-121 Al-22 A-122A Al-23 A-124 A-125 A-125A A-126 A-126A A-127 Al-28 A-129 Al-30 A-131 Al-32 A-133 A-134 A-135 A-136 A-137 Al-38 A-139 A-140 A-141 A-142 A-143 A-144 A-145 A-146 A-147 A-148 A-149 A-150 A-151 A-152 A-153 L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-18A L-18E L-19 L-20 L-21 L-22 L-23 L-24 L-25 X W SUBMITTED TO CITY OF MIAMI REVISION #5: MAY 21, 2024 4,1/ N AP metres++. ANC Anchor ,-- sp. DIYY pope Odmsroy won NO of TLAT ne 0,,t: PPro Cove CHO CADµ fay�tawet O.. • Chain F —x_ CLLP. Culvert MG. (liter aG1W Wre Fen.Pne coeot GPnYIoo Wall EPP.. f • dge a Wain • Pvotion ound HRow tif IF • Aron Fence N Pipe Len. of cera 11) Moro... Line 6zB 'CV o Book Point of Cu.. Plastic Fence PG. Pa Fl O of In.otOn PC Paint of Comm• ,OPOOnce POI Point of Term,. Potable LR PORT.PrOPPIV ado/ line era ran mTOO 1.of Pak m rra:of Preb Po --ude oe T8epnLine BoPos.ok Srend IN C5�] B.W SONn Prevontor 2 0 Lox LI�J eon Sequin Mw�nde atich Bosib Concretellght P. • Darecre Pone; Palo /root Sq.. as Poet Greoso kW. Ovord Pool tt ynor'mew Layer Pore IPOI hole Ooknown dal �ht of Tr. Signal Pole wre GNac Labe G O 7xy ( ttM Pump NOTICE IS HEREBY GIVEN THAT SUNSHINE STATE ONE CALL OF FLORIDA, INC. MUST BE CONTACTED AT 1-800-4.323770 AT LEAST 2 BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION, EXCAVATION OR DEMOLITION ACTIVITY WITHIN, UPON, ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY. THIS NOTICE IS GIVEN IN COMPLIANCE WITH THE "UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT". PURSUANT TO CHAPTER 556.101-111 OF THE FLORIDA STATUTES. ALTI ACC lr LAND T�tr 'S1tI S R1 E'Y MAW SEERIBIN ITEID!flWCON LOCATION SKETCH A PORTION OF SINK OF SECTION 35, TOWNSHIP 53 SCUM, RANGE41 EAST, MIAMTDADE COUNTY, FLORIDA. SCALE I a300' 77-I1S DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL, VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS. NOM 1. No instruments of record reflecting easements, right o/ y aft • emhip were fumished t this surveyor except as shown. 2. Bearings we based on an assumed value of S6P001'39T along the centerline of N.W. North M'rer 3. Oevalbns shown are based on a closed level loop using third order pfoce0re and are rektive to fie National Geode. Vertical Datum of 1929. 4. Un.ss otherwise noted recant and measured data are in substantial agreement 5 the Street Right -of -Way abutting this property are physical. open unless °ten,. no. 6. Fence owlemhrp, K orb', was established by visual means any, but legal ownership has not been determined. y. Set Iron Pepe or Pin with cap /1012 (18" in length by 02 square inches, mnimu.J at all crooners rinkes otherwise noted. 8. Not valid without the signature and the orgial raised seal of a F a licensed surveyor per. and map 9. Duo to e frequent flanges wed oorpretaliona of zoning ordaonces it . the o reb;blly to verify raring restrtctio s before construction. (11 0( 10. The symbols (if any) reflected ;n the legend and on the surrey have been enbtged for clarity the symbols here been plotted at the center of the field location and may not represent the actual sire or shape of the fire lie The sunreyor dd not .pest the property .r emimnmenlm hare. or jurt.tio al w00/0.1 12. fie infomationn depicted on this map represents the results of the survey on Me date indicated ond can Doty be msldered as indicating the general conditions existing at that time. 13. The kcorrone of IN.. existing in, or sent. the property in this survey, were determined by obeerred evidence, together with plans and markings provided by utility companies. Written requests fors,*Nog510 utility plans were made to d/ u7Lty companies identified by Sunshine State One -Call as having facilities,in the general wee. We plotted on the survey all facilities posited t0o us by the utility compares. Requests for the entirety of the site were mode A April 00601 New requests were made for the eastern portion of the property inNovember 2004 in mnnection with the retreat to vacate an old 10-foal rood right-of-way. 14. The locn0ons of underground utilities shown hereon are approximate and are based on the best information available to the surveyor. The surveyor has not physical. loroted any of the underground utilities. The surveyor makes no guarantee that Me underground utilities shown hereon comprise all such utilities in the pmpedy, whether in-service w a0,0805 d. LEGAL DESCRIPTION: Lots 2, 8, 9. 10. 11, I2, aM a portion of Lots 13 and 14 of ST. JOHNS PARK, o subdivision, as /swanked in %ref Beak S at page 19. of the Pubic Records of Lade County. Florida. Toga., win: A portion o/ Lot 11, of COUNTRY CLUB APARTMENT SUBDMBOA( re-subdiesion of Lot 14 of ST. JOHNS PARK, as recorded in Plot Book 5, at page 19 of the Public Retards of Dade County, Florida, Together win: Tract A of MAN/ SHRINE SUBDIVISION. as recorded in Plat Book 164, at page IS of the Pub( Records of Dade County, f1afida. Together with N.W. 15n Avenue abutting Lore 8 and 9 of the Plot of ST JOHN'S PARK, 0 subdivision, as matted in Plat Book 5, at page 19, of the Public Records of Dodo County, Honda, Together with that portion of fire WWI RIVER bedwwd of the HARBOR UNE as depicted ;n Neel 5 of the mop o/ MIAMI RIVER prepared by US. Engineer Office, Jocks...,, Florida doted November I5, 1922. Containing 8.I4 Acres, more w less. SURVEYORS CERi7fKATE' This certify that this mop or plat aM the survey on which it . based were made In occwdorae with WNMMUM STANDARDS DETAIL REQUIREMENTS FOR ALM/ACSM LAND RTLE SURVEYS,"joint' established a. adopted by .TA and ACSM in 1999, with the following optional items from table A being included: ] 2, 3, 4, 5, 6, 10, I1, 14, 15, and 16. Pursuant to the Ay Standards as adopted by ALTA, NSPS and ASM and in effect on the date of this certification, undoragned further cart!! Bat the suy nemeasurements made in are ore cwith Me Minimum Angle, Distance, Closure Requirements for Survey Measurement which control Land Bound.. for ALTA/AC.S4 Land lit. Surveys" LUDO. AND ORANGE CONSULTING ENGINEERS INC. IB1012 Arturo A Soso Surs.aStatenof fVwwb d kbaper 2829 0rtOluom,'ci-0rarge.0am Last feed Survey Gate: 11-02-2012 Field Book: 0.5-820 c 1001 M E lo-1T- EEr: 1 OF 2 5111.15 ZTIA/Ac i r LAND '17-476LE-' R1v w / 2S / rAHrlr SHrl 'Its` N SUNDKVISZONE z9 — - „aa•093ew as, w 0.) as, zA N.W. 14th STREET 27 Ia �q T I 28 THIS DOCUMENT CONSISTS OF TWO (2) SH£E7S AND EACH SHEET SHALL NOT BE CONSIDERED FULL, VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS. i T / / 37 / 38 / / \ / / 39 / A T1 \ \ / / 40 -P. /I/ 13th T � o - 8 H w NW �a� <-C/s \ z RpNNVc 9 \ g > \ \ 9 P ReSU6 \ r S Oj�S �N i r 64 / \T 1 Z c. 7R / 42 / / I A / 43 / 44 9, 71 Pu6uc. 51 DEUALIC / 10/POKIION 9, L 8 s Wo= fNZ Z-Ed i Ct Z1 W ,19 o to JUH MIAMI-DADE COUNTY. FLORIDA SEC. 35-53-41 MAHI SHRINE SUBDIVISION PftW. NJ: 4031 31A sum As POMO DAM 10,7-2005 SHEET: SHEETS ircr/m A/C Con.bonn9 AY Anchor ASPH Amy. OilyAopho /a,.woy P .a One DU .. Mork GnfwFnAe e - Cum CCDwi • �k Oneway DP Awe, Oelwwe andOLP Beaig CONC. Cn GUY. CUMvlle CAC CC fAicbn . Fn. BG2 Wad PmafeR Flew Area Emma Found Gg Pa non me QU p Iron P iegN d Cone lMvmmt Cvrc NM Disc ARA ON.. Rawa Dmk FC Po.Curvature ff FbehcFm-e pPege Pool NSmaoM .ion Peachyof of /Lang. PA Pkl Bock POD MC Paint of Commence PM Panto/ terminus MK Pod. One stir sit w s Saw F t roc I of Conk LIE Unaty Pee ®wo Itt in - Wood PaP. --- Wea See wWpowd her Water Lm oLoar shoo Ira! Vine Power Po rtrsnerit Control ived PRu 04+m�ml 4ni mr valve Foci ConLul Sew: Alenh. $OAR �i RAP !SURVEY' NOTICE IS HEREBY GIVEN THAT SUNSHINE STATE OM CALL OF FLORIDA, INC. MUST BE CONTACTED AT 14100.492-9TT0 AT LEAST 2 BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION. EXCAVATION OR DEMOUSION ACTIVITY WITHIN, UPON, ABUTTING OR ADJACENT TO TIE SUBJECT PROPERTY. THIS NOTICE IS GIVEN IN COMPLIANCE WITH THE 'UNDERGROUND FACWIY DAMAGE PREVENTION AND SAFETY ACT. PURSUANT TO CHAPTER 556101-111 OF THE FLORIDA STATUTES. THIS DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL, VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS. s 1NY/MBT. 41, 4510, 01 :5 Vv1lk 1I IAJ�11�� � 1 tom im la -'—SWIH LINE SEC. 35-53-41 MINIM11111 u111111111u LOGA77O1d8Io1CY/ A PORTION OF B1VW OFB9ACN0 TOWNSHIP 59 SOUTH. RANGE41 EAST, MIAMI-DARE COUNTY, FLORIDA. VW F' / WO' 35 A7w1IO8T. C IIPJPS I. Na instruments of record reflecting easements, right of way, and or ownership were furnished to this surveyor except as shown. 2. 0ieings are bass on an assumed value o/ 564'0l'392 eking the cenMnine of NW North Aver Drive. 3. Elevations shown are based ono closed level loop using Men order procedure and are relative to The National Geodetic Vertical Datum al 1929. 4. Unless otherwise noted, record and measured data are In substantial agreement.. The Sheet Right -of -Noy p g % a6uMrng this VrapertY a physically open unless otherwise road. 6. Fence ownership, if any, was established by visual means arty, but legal ownership has not been determined. y. Set Iron Pipe or Pin with cap 11012 (18" a sngth by 0.2 square inches, minimum) at all comers unless otherwise noted. 6. Not wild without Me signature and the original raised se01 of a Flornda licensed surveyor and mapper. 9. 0ue to the frequent changes and interpretations of zoning ordinances, it s the owner's responsibility to verify zoning restrictions before construction. 10. The symbols (T any,/ reflected in the legend and on the survey have been enlarged for clarify. The symbPs have hewn plotted at the center of the Beld locotan and may not repressor the actual sze or shop. or the feature. 11. The surveyor did not inspect the property for en0renmen/l hazards or jurisdictional wetlands. 12. Tile information dep/c/ed on this mop represents the results of the surrey on the data indicated end con onty he considered as indicating Me genenal conditions existing at that time 13 The locations or underground utllitiev shown hereon are approximate and are based on the beet information available to the surveyor. The surveyor has not physicnly located any or the underground uPitiu. the surveyor makes no guarantee that the underground uh'lib'es shown hereon corrlprise all such utilities in the property, whether in-service or abandoned LFG41. OFSCRIPBON' Tract of CIVIC COWEN SE.. 0A'E, accord/rig 10 the Plat thereof as recorded In Plat Book 75 at Page 36 of the Public Records of M/omi-0ad5 County, Florida SARI YOR'S PttRRFH:A]F I NEFEBY CERIOFN that be property as shown and described hereon was prepared under my supervision and that there ore no above ground encroachments unless otherwise shown, else that this Boundary Survey meets the Minimum rec.,. Standards set forth by the Florida Board of Pro! s10nvl Sunray. and Mappers in Chapter SI-12. Florida Adrmnlsbobv5 Co., pursuant to Section 472.027. Fan'da Statutes. And, that the sketch hereon is tore and correct to the best of my knowledge arch belief. Subject to no. and notations shown hereon. LUOODFI ANC ORANGE CONSULTING ENGINEERS INC. LBI0I2 art0ludovlci-omnge.com Arturo A Soso Survrymr one Mapper 2629 sat. or Florida ertBludovlc/-oronrge.com Last Field Suety Ova: 12,7-2012 Fled Book OS-820 NOTICE SOvZITARY GRAPHIC HURVBY' d; Irtirl'11mf1 'PORTION CLUB 11 —LPNI MEM Vaigr 10 I(p\ PG. 133) 6 THIS DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL. VALID N(]R f:IIIJPI FTF I MI FCC ATTAf:RFfl Tfl TRF frEHFRR moma N.W. 12NI„ STREET a \ G � O PO�— \ 4'1'1° Ri1,ER 9,‘„Aso � Pao°J�Ecrlox \ PilOPERTY CORNER one sa. EXISTING BUILDING GRAPHIC SCALE 0 U O z h i i co a U S 00 SU snvE u oon° aIE a-19-12 BEET: 2 GS 2 SNEEIS 1. y l .tom-.---'^' 1 JACKSON MEMORIAL HOSPITAL UM MEDICAL AND�,� % TECHNOLOGY CAMPUS , .I.-'j. r WYNWOOD LC" 11 DISTRICT DOWNTOWN Location Map NO SCALE 1400 NW NORTH RIVER DRIVE - MIAMI, FL ENTRY TO SITE EXIT TO SITE 'A 5-j" .tI . wl ,torwirct;^ I� 4- i I r rI T "4 4111ie1A't'--�,�F:� UM MEDICAL AND 3. TECHNOLOGY CAMPUS Location Map NO SCALE 1400 NW NORTH RIVER DRIVE - MIAMI, FL — ENTRY TO SITE EXIT TO SITE LOCATION MAP INCLUDING ADDITIONAL PARCELS REVISION 5 MAY 21, 2024 0 1 View E NORTH WEST CORNER 13- 'View B Aerial Map KEYED SITE PHO • "lull 71111111 11 F I View F G View G lob II z■r l l'17e / �Imllhlllflllll lollllfllfFllllllllll4i111111lf1�IIII�������j���Jlllllll���llryfllilPlll�liiiilw I, I View H I Aerial Map KEYED SITE PHO Qo 7 EXISTING BUILDING TO BE DEMOLISHED BUILT 1926 EXISTING SITE P ce (+ PROPOSED SITE P 1.0 GRAPHIC SCALE BOUNDARY INFORMATION / LOCATION MAP SEL SHEET 2 FOR TOPOGRAPHIC INFORMATION LEGEND CUP, OAT, NN, R2-74. BOUNDARY & TOPOGRAPHIC SURVEY LINE 7YPES. COWER LA, 33. OF THEJOHPUBLIC RECORDS OF PARK. ACCORDINO N,AMI-OADEO THE PL A7 COUNTDTEREFLORIDA AS RECORDED , P ODD 9. PACE(S) s T PARCEL LOT 37 AND THE WEST 10 Fr, OF LOT 36. OF ST JOHN PARK. ACCORDING TO 7, PL AT 7HEREOF AS RECORDED PLA7 BOON 5. PAGE 19. OF THE .DUBLIC RECORDS OF AllAIAI-DADE COUN7Y. FLORIDA AND T PARCEL 2. 7HE EAST 30 FEET OF LOT .3, AND THE NEST 30 FE, OF L 07 40, OF 57 JOHN PARK. ACCORDINO 70 THE PL AT THERE, AS RECORDED IN PL AT BOOK 5. PAGE IN. OF 7, PUBLIC RECORDS OF PARCEL 1: PARK. ACCORDING TO 7HE PL AT THEREOF AS RECORDED IN PL AT BOOK 5, PAGE 19. OF THE PUBLIC RECORDS OF MIAMI-DADD MIN, FLORIDA. AND PARCEL 2. LOT 02 AND THE CAST IP DOLT OD LOT AI OD ST JOHN PARK, ACCORaND TO PLAT 7HEREOF AS RECORDED PL A7 BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MAO- DADE COUN7Y. FLORIDA. 7HEEEAST 0 FEET OF LOT 4 0 AND THE NEST 90 , OF Lm a+ OF SF. ROAN s PARK, ER PAOEFH7 s3 Pue a,3 0,0s of u0m, oADE co70,,,Oi0, COUNTY, DE o viaF eocR s. k. rss �o +o s�o NOTES: sx<"E'Cx `x+o.rz xouua�+axsoER SS, os a eoo .0 REVISION NO oREVISION NUMBER:+++[ - ,..LM WLE nc+wx 35. ,o.,sw0 (PJOO 500< 5.++PA .. M,. c�ux,..,a9a.. nor,rvo�cA-,E ,E . PUBLICEY IS HOvm HEREorv, sv, Sam PLAT DoesPROPER,. ID 4 SO...SO SCSI. FELS OP S373 ACRES MORI OP LESS. ADVg .1a, [7[2.7; sc wn.a r:AvxT s,P„.1+1.T.gu+<sunx.o „Pc „x+AY ATIS. w,Y x„,D ,. R.A, Z E AxE x� PYxw„kxa rMPY= ! a W uTI'VOTZHE u„u.. 7AEZA' xP„P msw,xo .+,7 xa s„as'' 'V ','" .0 acw PPP<ox�:a m l J Z e 4 �c vcnrsi oa,uM m Z'm +sPs txo,o- sz ,. vc xYxxco ,o ,xs rouoxwo cm or oxu,uxs c M W - FOLIO ROUSER SAPS PEP 7,601.11sDADE COL.,7 AS APPRAISER, WERS7S. nR l s Vit «,xo s�o���e „„ Y „SCRIVENER ERROR IN 7, NAME or 7HE PL AT OF DA. JOHN PARK., RECORDED IN PLAT 000rc 5 0.. ,72,2, ADDRESS 1940 NW 13, TERRACE. MAW FL 1481 NV NORTH RIVER DRIVE MIAMI, FL 1965 NW NOR, RIVER DRIVE. MI FL 1951 NV NORTH RIVER DRIVE, MIAMI, FL 1941 NV NORTH RIVER DRIVE, MIAMI. FL 1921 NV NORTH RIVER DRIVE MIAMI, FL 1911 NW NOR, RIVER DRIVE MIAMIEL D•C-6167 REFERENCE PROPERTY SURVEY (1 OF 2) MIDRIVERVU Q4O REVISION 5 MAY 21, 2024 DAB I, 17 1021 - 103AB DSO rill BYSURVEYNAPOBOSY86001,110. ORLY 1161)11. BOUNDARY ARID 1190, [QV 11.03-06#19 DNB BOUNDARY & TOPOGRAPHIC SURVEY GRAPHIC SCALE v 1- '„. SEE SHEET 1 FOR BOUNDARY INFORMATION / 4/7 Lf$ / 4'5 EER Vesi PARCEL 1 I N.W. NORTH RIVER DRIVE N681,35, 10' ALLEY NO7 A AA,. 03786989 > > Lt 2 > (1.) E > 2 E u_ 2 0 = z cc; u j z co 2 z min 6.1.1 0 w z w w w u_ = REVISION 5 MAY 21, 2024 OI VIEW A VIEW FROM I3TH TERR 161w f ',I UI C)I VIEW C VIEW FROM NW NORTH RIVER DRIVE VIEW D VIEW FROM OF NW NORTH RIVER DRIVE & NW 14TH AVE INTERSECTION B IVIEW B .IEW FROM OF 13TH TERR & NW NORTH RIVER DRIVE INTERSECTION KEYED SITE PHOTOS REVISION 5 MAY 21, 2024 OI VIEWW E VIEFROM NW I1TH ST & 13TH TERR INTERSECTION G IVIEW G =W FROiia rvuu nut,I n wutR DRIVE TOWARDS RIVER LANDING I�nlll �I��ft; III�IIIIiT1IIIII rili Ii iil,l ll1, I �1 VIEW H &IEW FRi_. _ ....... Ili MI' III REAR ADJACENT PROPERTY &ALLEY 01 _ 1IIIII1IIIVIIII1I1 If4o��llr VIEW F VIEW FROM NW 13TH TERR re A., KEYED SITE PHOTOS Q4 3 REVISION 5 MAY 21, 2024 EXPANSION TO SAP ORIGINAL SAP SITE ireli►r mirraimv ngrct:iirovrao ED SCALE'. NTS Qo� REVISION 5 MAY 21, 2024 Esc- j� XPANSION TO SAP ORIGINAL SAP SITE 1 JJPJI_ LJ 1arr =a01111r 9111111 � 11 11111 NW N RIVER DR ATRIUM MIAMI RIVER a PROPOSED SITE PLAN SCALE'. 1''.80' Qo� REVISION 5 MAY 21, 2024 REQUIRED Zoning Districts All Parcels Along NW North River Drive TB g O IotAroa Summary Gros Lot Area (including submerged lands) Total Glee IatAma lot Occupation Min Let Size Max Lot Size Floor Lot Ratio (Maximum) -Article 4Table 2 Floor Lot Ratio Total Wthout Public Benefit Floor Lot Ratio (Maximum) with Public Benefit Selma' Lot Requlremam (Article 4 Tab le 2) 're for to diagrams on sheet B 2 Frontage on From Setback Let Coverage 1-8 Stories Above 8th Story Green/Open Space Requirements Maximum Establishment PROPOSED MODIFlCARONS TB24G 3.14Aaa a14Aaes 5,000 sq.it. 40,000 sq.it. 5.00/ 25%additional Public Benefit 1,772,890 GSF 2,216,113 GSF IIIIIIIIR 5,000 sq.ft COMPLIANT 100,000 sq. ft. 355,000 sq. ft. 7.00/ 30%additional Public Benefit 2,482,046 GSF COMPLIANT(2,147,331 GSF) 3,226,660 GSF 605.-0" (70% min.) 605.-0" (70% min.) COMPLIANT (612.-0" provided) 283,662 SF (80%Max) 15,000 SF Max / 180. Max Length (Residential) 30,000 SF Max / 215. Max Length (Comm. I Parking) 35,458 SF (10%Min.) 55,000sf 283,662 SF (80%Max) 15,000 SF Max / 180. Max. Length (Residential) 30,000 SF Max. / 215. Max Length (Comm. I Parking) 35,458 SF (10%Min.) 55,000 s1 COMPLIANT (221,849 SF provided) 22,000 SF Max. / 300. Max Length 106,000 SF Max / 400. Max Length COMPLIANT (130,732 SF/ 37%provided) 95,000 SF BUINIngHel0lt — •refer rodiagrams oashoe t .4 Minimum Stories Allowed- Article Tablet 2 Stories 2 Stories N/A Maximum Stories Allowed- Article 4Table 2 8 Stories 24 Stories COMPLIANT Maximum Benefit Height(inclusNe of all Stories) 12 Stories 48 Stories BUHdIngSalbeek Doak ParkingRequlmmam refer II diagrams on sheet 13-3 Principal Front 10 ft. min., 20 ft. min. above 8th Story 10 ft. min., 20 ft min. above 8thStory CITY SIDE: IOR. MIN., IOR. MIN. ABOVE 8th STORY RIVER SIDE:50ft MIN., 50ft. MIN. ABOVE 8th STORY Secondary Front 10 ft. min., 20 ft. min. above 8th Story 10 ft. min., 20 ft min. above 8th Story N/A Side 0 ft. min., 30 ft. min. above 8th Story 0 ft. min., 30 ft min. above 8th Story WEST SIDE: COMPLIANT EAST SIDE:10ft. MIN., 10ft. MIN. ABOVE 8th STORY Rear 0 ft. min., 30 ft. min. above 8th Story 0 ft. min., 30 ft min. above 8th Story N/A Abutting Side or Rear T5 (West Edge) 0 ft min., 1st through 5th Story 0 ft. min., Ire through 5th Story COMPLIANT 10 ft min. 6th through 8th Story 10 ft. min. 6th through 8th Story COMPLIANT 30 ft min. above 8th Story 30 ft. min. above 8th Story COMPLIANT Abutting Side or Rear T3 (Rhar Edge) 10 % of Lot depth min. Ire through 2nd Story 26 ft. min. 3N through 5th Story 46 ft min. above 5th Story Dwelling Units per Acre 150 du/acre max Total Dwelling Units Allowed 1068 Dwelling Units AM Residential Parking Minimum of 1.5 parking spaces per Dwelling Unit +Guest Spaces Minimum of 1.0 additional visitor parkingspace for every 10 Dwelling Units Total Realdent al Required MIS's-48 Wad, 711 Lod Wng Parking Minimum of 1 parking spaces per 2 Lodging U nits +Visitor Spaces Minimum of 1.0 additional visitor parking space for every 15 Lodging Units Total Lod®I1g R W olred Paddng = N/A Office Parking Minimum of 3 parking spaces for every 1,000 square feet of Office Uses Total Olga Required Paddy -N/A Commercial Parking Minimum of 3 parkingspacestorevery 1,000 square feet of Commercial Uses Total Command! Required Paddng- I,SS.T Knee NOTE: DEPENDING ON FINAL USES, A SHARED PARKING DIVISOR IS ALLOWED. Residential Loading Per Article 4, Table 5 Pedestrian Entry Pedestrian entrances to all parkingshall be directly from a frontage line. I SAP Zoning Data 0 ft. min. Ire through 5th Story N/A 10 ft. min. 6th through 8th Story N/A 30 ft. min. above 8th Story N/A 150 du/acre 1068 Dwelling Units COMPLIANT (444 units proposed) 111 COMPLIANT (667 dedicated +45 shared ) COMPLIANT (1,751 spaces provided) OVERALL FLR BREAKDOWN Total Commercial FLR 1,618,383 SF Total Residential FLR 528,948 SF TOTAL FLR 2,147,331 SF APPROVED SAP ZONING ANALYSIS bg L �!jj �jl, LI_iI III!I II! -7 � - �iT�d.mm� I I I I II—ITrI I=1 Current Zoning Map IProposed Zoning Map PROPOSED ATLAS - TI NATURAL Tsnp• uFSAN cdiE T3 SUBURBAN - Tnas• URRANtORE T/ OENERAL URBAN TT.60 UI BAN CORE Ts URBAN CENMEO - T6-00` uRnAN CORE icor URBAN cow of WORKPLACE - TBIT URBAN CORE 02 INDUSTRIAL - T4.24• URBAN CORE F-2 DS 'WINE - Cs - et CrVIG SPACEIPARKS CIVIC INSTITUTION CI rfO CIVIC INSTITUTION-f - STRICT€D -u ArtED 0-OPEN NOTICE REQUIRED Zoning DistrictsAll Parcels Along NW North River Drive TSS lw O IatASummary Gros Lot Area (including submerged lands) Total Gross LatAme S.14Ampa L06Occupation Min Lot Size 5,000 sq.it. Max Lot Size 40,000 sq.it. Floor Lot Ratio (Maximum) -Article 4Table 2 5.00 / 25 % additional Public Benefit Floor Lot Ratio Total xithout Public Benefit 1,772,890 GSF Floor Lot Ratio (Maximum) xith Public Benefit 2,216,113 GSF Genwallmt Requlle0TNN (Article 4 Table 2) re for diagrams on sheets-2 Frontage on From Setback Lot Coverage 1-8 Stories Above 8th Story Green/Open Space Requirements Maximum Establishment Building Wight 605.-0" (70%min.) 283,662 SF (80%Max.) 15,000 SF Max / 180. Max Length (Residential) 30,000 SF Max / 215. Max Length (Comm. I Parking 35,458 SF (10%Min.) 55,000 sf •refer ro diagrams on shoe eB 4 Minimum Stories Allowed -Article 4Table 2 Maximum Stories Allowed -Article 4Table 2 Maximum Benefit Height (inclusive of all Stories) BYINIngSelbeek IRONY 'refer fo diagrams on sheet s-3 Principal Front Secondary Front Side Rear Abutting Side or Rear T5 (West Edge) Abutting Side or Rear T3 (River Edge) Dwelling Units per Acre Total Dwelling Units Allowed ParldngRequlmnreN Residential Packing Lod Ong Parking Office Parking Commercial Parking Residential Loading Pedestrian Entry I SAP Zoning Data 2 Stories 8 Stories 12 Stories 10 ft. min., 20 ft. min. above 8th Story 10 ft. min., 20 ft. min. above 8th Story 0 ft. min., 30 ft. min. above 8th Story 0 ft. min., 30 ft. min. above 8th Story 0 ft min., 1st through 5th Story 10 ft min. 6th through 8th Story 30 ft min. above 8th Story 10 % of Lot depth min. 1st through 2nd Story 26 ft. min. 3rd through 5th Story 46 ft min. above 5th Story 150 du/acre max 1068 Dwelling Units AM Minimum of 1.5 parking spaces per Dwelling Unit +Guest Spaces Minimum of 1.0 additional visitor parkingspace for every 10 Dwelling Units Total Residential Required Parking = 792+53 visitor = 845 Minimum of 1 parking spaces per 2 Lodging Units + Visitor Spaces Minimum of 1.0 additional visitor parking space for every 15 Lodging Units Total Lotl®KRW ulmd Palldng= N/A Minimum of 3 parking spaces for every 1,000 square feet of Office Uses Total Office Required Parking = 411 Minimum of 3 parkingspaces for every 1,000 square feet of Commercial Uses Total Commercial Required Parking = 1,092 spaces NOTE: DEPENDING ON FINAL USES, A SHARED PARKING DIVISOR IS ALLOWED. Per Article 4, Table 5 Pedestrian entrances to all parkingshall be directly from a frontage line. PROPOSED MODIRCATIONS TS24G G14Acves 5,000 sq.ft 100,000 sq. ft. 7.00/ 30%additional Public Benefit 2,482,046GSF 3,226,660GSF COMPLIANT 355,000 sq. ft. COMPLIANT (2,040,482 GSF) 605.-0" (70%min.) COMPLIANT (612' 0" provided) 283,662 SF (80%Max) 15,000 SF Max / 180. Max. Length (Residential) 30,000 SF Max. / 215. Max Length (Comm. I Parking) 35,458 SF (10%Min.) 55,000 s1 2 Stories 24 Stories 48 Stories 10 ft. min., 20 ft min. above 8th Story 10 ft. min., 20 ft min. above 8th Story N/A 0 ft. min., 30 ft min. above 8th Story 0 ft. min., 30 ft min. above 8th Story N/A COMPLIANT (221,849 SF provided) 22,000 SF Max. / 300. Max Length 106,000 SF Max / 400. Max Length COMPLIANT (130,732 SF/ 37%provided) 95,000 SF N/A COMPLIANT 0 ft. min., Ire through 5th Story 10 ft. min. 6th through 8th Story 30 ft. min. above 8th Story 0 ft. min. Ire through 5th Story 10 ft. min. 6th through 8th Story 30 ft. min. above 8th Story CITY SIDE: 10ft. MIN., 10ft. MIN. ABOVE 8th STORY RIVER SIDE: 501t MIN., 50ft. MIN. ABOVE 8th STORY WEST SIDE: COMPLIANT EAST SIDE: 10ft. MIN., 10ft. MIN. ABOVE 8th STORY COMPLIANT COMPLIANT COMPLIANT N/A N/A N/A 150 du/acre 1068 Dwelling Units COMPLIANT (528 units) 111 COMPLIANT (859 spaces provided) COMPLIANT (1,565 spaces provided) OVERALL FLR BREAKDOWN Total Commercial FLR 1,618,383 SF Total Residential FLR 493,337 SF TOTAL FLA :2,040,482 SF Current Zoning Map IProposed Zoning Map PROPOSED ATLAS - T1 NATURAL T3 SUBURBAN T/ GENERAL URBAN TS URBANCENTER Ts-ip URBAN CARE T&17 URBAN CORE - TS-24' URBAN CORE ACTUAL SAP ZONING ANALYSIS - T3-36' uESAN cORE - 1618' 0REAN COPE - re-eir mmemm CORE - TB-00' URBAN CORE c1 WORKPLACE 02 INDUSTRIAL F-2 Da MARfNE - CS - et CIVIC SPACEJPARICS CIVIC INSTITUTION EU LINO civic INSTINTICN-I n - RTRICT€D - 41a6EO 0 - OPEN -.Now uputc F 30 JANUARY 2019 SITE AREA: 354,710 SF LOT COVERAGE: 226,575 SF MIN. FRONTAGEREQUIRED: 605'-0" FRONTAGE PROVIDED: 605'-0" PRIMARY FRONTAGE — — — SIDE FRONTAGE NW NORTH RIVE PROPERTY LINE Actual Lot Coverage NO SCALE NW NORTH RIVER DRIVE 450'-0" max. 400' 0"max. 370 0" max. (Actual Max/ Min Dimensions Diagram „-R1 LINE Actual Frontages Diagram NW NORTH RIVER DRIVE / / OJT / / Pp / 0 P / Z / / / / / / / // / f // / q // *PareeIs inclusion is subject to ongoing discussions with the Owner: Miami -Dade County ACTUAL ZONING DIAGR 20MAY 2015 SITE AREA: BUILDING COVERED AREA: 226,575 SF OPEN SPACE AREA: 128,135 SF *WITHOUT COUNTY -OWNED PROPERTY: PERCENTAGE OF OPEN SPACE: 128,135 SF/354,710 SF = 36% SITE AREA WITH COUNTYPROPERT', OPEN SPACE AREA WITH COUNTYPROPERT', *WITH COUNTY -OWNED PROPERTY: PERCENTAGE OF OPEN SPACE: 191,155 SF/417,730 SF = 46% 417,730 SF 191,155 SF VIEW CORRIDORS :St-0" 20'-0" 50'-0" 16'-0" 37'-0" 20'-0" 50'-0" 23'-0" 860'-0" TOTAL VIEW CORRIDOR 123'-0" 990'-0" AVERAGE LENGTH OF PROPERTY 860'-0" 1,720'-0" PERCENTAGE OF LIGHT AND VIEW TOTAL VIEW / AVERAGE LENGTH CORRIDOR OF PROPERTY 129'-0" / 860'-0" ............. 989'-0" / 1,720'-0" 14% 58% NW NORTH RIVER DRIVE C PROPERTY LINE Actual Open Space Diagram (Compliant with Miami 21) r Nay NOAryA/y\FA\yA/F / NW NORTH RIVER DRIVE l ' C J C 0 37' 0" • r-1 2 "5 1 Nay ArHpf,. !'County- wned Property* -O 860'-0" - AVERAGE LENGTH OF PROPERTY / / / ACTUAL ZONING DIAGR / /• / / / / / / / / / / / // °° ! !/ L 'Actual Light & View Corridor Diagram (Modified with Regulating Plan) 1, 720'-0" - AVERAGE LENGTH OF PROPERTY WITH COUNTY -OWNED PROPERTY 2OMAY 2O15 SITE AREA: CIVIC SPACE AREA: *WITHOUT COUNTY -OWNED PROPERTY: PERCENTAGE OF CIVIC SPACE: 19,670/354, 710 SF = 5% 354,710 SF 19,670 SF SITE AREA wrrH COUNTY PROPERTY: 417,730 SF CIVIC SPACE AREA: 63,804 SF *WITH COUNTY -OWNED PROPERTY: PERCENTAGE OF CIVIC SPACE: 63,804 SF/417,730 SF =15% NOTE The property subject matter of the SAP includes 5% civic space. Negotiations are on -going with Miami - Dade County to include the abutting county land which would represent an increase of 10% of civic space. FIRST -10'-0 SECOND - 15'-0" THIRD - 294'-8" SECOND-15'-0" FIRST - 50'-0" 1 � } NW NORTH RIVER DRIVE PROPERTY LINE Actual Civic Space Diagram (Compliant with Miami 21) NOTE: CIVICSPACETO HAVE 10'-0" SETBACK AT TENANT STOREFRONTS ALONG PROMENADE 'Actual Layers Diagram TT\L%LLB. L LL1L �J 1 L 116 \ FIRST LAYER SECOND LAYER THIRD LAYER ACTUAL CIVIC SPACE & LAYERS DIAGR / / / 0 20MAY 2015 tuff m r aeoy fl ,lS „Zs. 2t.Irr , �s za4• 2fa y 2ea 2W I I .m I i .{. IISTAURANf -4784 SF - - - - I` Ir-r era z+'a aoy m-o ACTUAL OPEN AREA & CIVIC DIAGR me 7aa sva ,sa zr¢ , ma �«..-_-----,.---..-- —_L_..-� _----..= o _-6.-.6, - T..-6.-..-.L. .-m,-.-z -.--,.--z ----6.-.--_� OPEN SPACE INFORMATION CIVIC SPACE INFORMATION SITE AREA: SITE AREA: 354,710 SF BUILDING COVERED AREA: . CIVIC SPACE AREA: 19,670 SF OPEN SPACE AREA: 128„135 SF PERCENTAGE OF CIVIC SPACE: 5% (SITE AREA BUIDLING COVERED AREA = OPEN SPACE AREA) (CIVIC SPACE AREA/SITE AREA = PERCENTAGE OF CIVIC SPACE) OPEN SPACE %: 36% NOTE: (OPEN SPACEAREA / SITE AREA = OPEN SPACE %) J. ® CIVIC SPACE OPEN SPACE CIVICSPACETO HAVE 10'-0" SETBACK AT TENANT STOREFRONTS ALONG PROMENADE `G1 0,E 20MAY 2015 NW A ORTH RIVER DRIVE Setback Diagram NW 12TH STREET IConceptual Massing Diagram 15 MARCH 2013 IActual Setback Diagram 10 STORIES NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE Conceptual Massing Diagram 20 MAY 2015 22r a 13 STORIES 11 STORIES APPROVED SETBACK / MASSING DIAGRA REPRESENTS MAX. APPROVED ENVELOPE REDUCED RETAIL VOLUME 2TH STREET 0 Z Z CC W° z 20 MAY 2015 SETBACK: NORTH RIVER DRIVE Setback Diagram Conceptual Massing Diagram SETBACK: 10'-0" SC SETBACK: / / / �' 4, / J / // 6P� / / � ��/ ACTUAL SETBACK / MASSING DIAG F 30 JANUARY 2019 4i 11 NW 1Gth III • II Ogi 4. 1.1 ME tit) PM?, - NW 18 tit rVW •I.'t l ju c rn NW 16th St •11-1 rs. • cr z NW 8th Terrace W 11th St .Niiii Existing Land Use Map VACANT, MAJOR APPROVED PROJECTS HOUSES OF WORSHIP LOW DENSITY MULTI -FAMILY SOCIAL SERVICES I SITE IFuture Land Use Map *No changes requested to future land use map LAND USE COMPARIS GENERAL COMMERCIAL RESTRICTED COMMERCIAL DUPLEX -RESIDENTIAL SINGLE FAMILY- RESIDENTIAL MEDIUM DENSITY RESTRICTED COMMERCIAL MAJOR INST, PUBLIC FACILITIES INDUSTRIAL PUBLIC PARKS HIGH DENSITY MULTIFAMILY ==3 SITE 0 07 • 1i NW 16th II IN mu Uth River NW -Nth St -- - AAA, i L"n s'` .aH mur ana a,. w plc: NW 4th St NW 8th Terrace ri W 11th St Existing Land Use Map VACANT, MAJOR APPROVED PROJECTS HOUSES OF WORSHIP LOW DENSITY MULTI -FAMILY SOCIAL SERVICES / I SITE PROPOSED SITE AMENDMENT Future Land Use Map *No changes requested to fuhre land use map GENERAL COMMERCIAL RESTRICTED COMMERCIAL DUPLEX - RESIDENTIAL SINGLE FAMILY - RESIDENTIAL MEDIUM DENSITY RESTRICTED COMMERCIAL MAJOR INST, PUBLIC FACILITIES INDUSTRIAL PUBLIC PARKS HIGH DENSITY MULTIFAMILY = = 3 SITE g = = 7 PROPOSED SITE AMENDMENT APPROVED LAND USE COMPARISON WITH ADDITIONAL PARCELS ED SCALE'. NTS REVISION 5 MAY 21, 2024 1 I Secondary Street Type THOROUGHFARE A EXISTING BUILDING - Existing building to remain. s PROPOSED BUILDING - Proposed Structure c SIDEWALK/ AMENITYZONE - Sidewalk area of clustered amenities include street trees, street lights, bicycle racks, benches and parking meters. Minimum clear pedestrian walkway of 4'-0". Oo TRAVEL LANES - Typical (2) travel lanes, one lane in each direction of approximately 10' wide. OCENTER MEDIAN - Alternative to center turn lane, planted center median. OON -STREET PARKING - On street parking whenever possible, 8' wide. 37' IKeyplan SCALE: NTS NOTES: Proposed thoroughfare cross sections to be developed in civil detailing. Existing curb sections intended to remain. Islands without interrupting existing drainage may be added. A NW North River Drive 5' 7.5' 20' - 15.5' 21.5' 7.5' 3' 10' 80' R.O.W. WEST CONNECTION TO RIVERWALK: "Sidewalk /Amenity Zone" transitions seamlessly to the Riverwalk "Circulation Zone" via a mountable curb per Miami 21 Standards. THOROUGHFA 0 7 p Bicycle Routes Diagram I SITE OUTLINE SHARED LANE MARKINGS (UNDER DESIGN) BICYCLE ROUTE (PLANNED) b P.ti t Pedestrian Circulation Diagram PEDESTRIAN CIRCULATION AND BICYCLE ROU SITE OUTLINE • CROSSWALKS • SIDEWALKS Information Provided by: GZI1 Kimley-Harp and Associates, Inc. 0 og Bicycle Routes Diagram NO SCALE SITE OUTLINE AMENDMENT SHARED LANE MARKINGS (UNDER DESIGN) EXISTING SHARED LANE MARKINGS IPedestrian Circulation Diagram SITE OUTLINE AMENDMENT • CROSSWALKS • SIDEWALKS Information Provided by: Kimley>»Horn APPROVED CIRCULATION AND BICYCLE ROUTES WITH ADDITIONAL PARCELS ED SCALE'. NTS REVISION 5 MAY 21, 2024 IInbound Routes SITE OUTLINE 4- INBOUND ROUTES IOutbound Routes VEHICULAR CIRCULATION DIAGR SITE OUTLINE 4- OUTBOUND ROUTES Information Provided by: „ E=Kimley-Horn \� and Associates, Inc. 0O 01 0 IInbound Routes I SITE OUTLINE AMENDMENT INBOUND ROUTES Outbound Routes SITE OUTLINE AMENDMENT OUTBOUND ROUTES Information Provided by: Kimley>»Horn APPROVED TRANSIT ROUTE DIAGRAMS WITH ADDITIONAL PARCELS ED SCALE'. NTS EA OA REVISION 5 MAY 21, 2024 Miami Trolley Route Diagram 4- HEALTH DISTRICT ROUTE HEALTH DISTRICT -STADIUM ROUTE IPublic Transit Route Diagram TRANSIT ROUTE DIAGR SITE OUTLINE ROUTE 113(M) ROUTE 95 ROUTE 17 ROUTE 246 ROUTE 12 MEfRORAIL GREEN LINE MEIRORAIL ORANGE LINEV Information Provided by: Kimley-Harn and Associates, Inc. 0O 01 Miami Trolley Route Diagram 4- HEALTH DISTRICT ROUTE HEALTH DISTRICT -STADIUM ROUTE I ++ 1 IPublic Transit Route Diagram iiitt t �.... �. iaT �I SITE OUTLINE AMENDMENT 4- ROUTE 113(M) ROUTE 95 4- ROUTE 17 ROUTE 246 ROUTE 12 ME1RORAIL GREEN LINE ME1RORAIL ORANGE LIN EV Information Provided by: Kimley>>Horn APPROVED TRANSIT ROUTE DIAGRAMS WITH ADDITIONAL PARCELS ED SCALE'. NTS REVISION 5 MAY 21, 2024 Actual Level -01 AREA BREAKDOWN TYPE Vefficalarculaton rNce/Back of House Loading Dods Parking Garage SUB TOTALS TOTAL AREA NEP NONo9 sq ft. 3 sq. ft. 8 q,ft 7 sq.ft. 2 q. h. t 1e0,532 sq. f 11 I I I I f I I `I 1 1 I I I I I I I I Actual Level 01M 1 NO SCALE AREA BREAKDOWN TYPE NEP eudentlal units Veffical ton ce/Back aof House Parking Garage NON NEP 8,830 SF 14,431 SF 67,510 SF 2,172 SF SUB TOTALS TOTAL AREA 109,932 SF 2,172 SF 111,604 SF Actual Level 01 ACTUAL FLR / USE ANALYSIS (LVLS -01-01 AREA BREAKDOWN TYPE Petad Pedestrian Walkways Office esldental Units FIER 89,792 SF 1,314 SF 7,866 SF NON NEP 33,231 SF Veffical Cltlo LoadingDroocks erNce3Back of House 15,407 SF 1,955 SF 7,544 SF 1,801 SF Parking Garage SUB TOTALS TOTAL AREA 107,969 SF 35,032 SF 222,501 SF 1 1 1 jf 1 1 11 1 1 I 1 1 1 p--.1 _ 11 _1 1 1 1 1 I_ J J _:La-1._1-4-1 ;11_ 1t I Actual Level 01M2 AREA BREAKDOWN TYPE FIER NON NEP esdentlal units 8,320 SF 7,311. 2,172 SF ce/Back of House 2,473 SF Parking Garage 66,192 SF SUB TOTALS 110,296 SF 2,172 SF TOTAL AREA 86,468 SF 20MAY 2015 Actual Level 02 I Actual Level 03 NO SGALE I I I AREA BREAKDOWN TYPE Pet. staan Walkways ndenflal dnlfr Amengses Verboal culaton Garden er....TorHouse Parking Garage F. 80,411 SF OSF 6,853 SF NON F. 22,183 SF 2,436 SF 354 SF 3,732 SF SUB TOTALS TOTAL AREA 166,033 SF 29,973 SF 191,006 SF AREA BREAKDOWN TYPE Pedestaan walkways endenflal umfs vernoal arculanon Garden er....TorHouse Parking Garage F. 79,453 SF NON F. 11,024 SF 2,175 SF 615 SF 3,644 SF SUB TOTALS TOTAL AREA 168516 SF 22,707 SF 191,223 SF Actual Level 02M I Actual Level 03M ACTUAL FLR / USE ANALYSIS (LVLS -02-0 AREA BREAKDOWN TYPE F. NON F. rldenflal dnlfr 8,320 SF 4,897 SF 2,270 SF Garden o5F rNce.ack of House 1,242 SF Parking Garage 66,261. SUB TOTALS 80,720 SF 2,270 SF TOTAL AREA .,990 SF AREA BREAKDOWN TYPE ldendal dnits Ver a culaoon Garden ce.ack of House Parking Garage F. 10,999. NON F. 2,270 SF 0 SF 1,268 SF SUB TOTALS TOTAL AREA 83,700 SF 2,270 SF 85,970 SF 20MAY 2015 Actual Level 04 IActual Level 05 NO SCALE AREA BREAKDOWN TYPE Pet. Nian Walkways Adel Oal ulaon t' Orc Garden ServIce8 Back of House Parking Garage FLP 79,267 SF 10,999 SF NON FLP 2,175 SF 799 SF 4,139 SF 66,118 SF SUBTOTALS TOTAL AREA 167,515 SF 23,383 SF II AREA BREAKDOWN TYPE Petad Pedestrian walkways erldets Ver l cula al ifion Garden erNce/Back of House Parking Garage SUB TOTALS TOTAL AREA FLP 10,873 SF 4,868 SF 167,819 SF NON FLP 16,714 SF 2,175 SF 0 SF 18,889 SF 186,703 SF I Actual Level 04M I Actual Level 05M 1 ACTUAL FLR / USE ANALYSIS (LVLS -04-05 AREA BREAKDOWN TYPE FLP NON FLP eudenll al Hn¢s 10,999 SF 5,033 SF 2,270 SF Garden 0 SF seroce8 of House 1,268 SF Parking Garage 66,400 SF SUB TOTALS TOTAL AREA 80,700 SF 2,270 SF 82,970 SF AREA BREAKDOWN TYPE FLP NON FLP euden[l al Unl[r 10,912 SF vertical Osculation 2,828 SF 2,270 SF Garden 0 SF seroce8 of House 1,311 SF Parking Garage 66,040 SF SUB TOTALS TOTAL AREA 81,091 SF 2,270 SF 83,361 SF 20MAY 2015 Actual Level 05M2 NO SCALE 11 I! I I I jl 1 1.1 1 _1 1. 1_ I _I 1 I AREA TYPE FIER NON FIER N/erttrat rmBREAKDOWN rationn 'nZ 7J§i Ice/Back of House 26 985 SF Parking Garage SUBTOTALS .2,S10 SF 2,270 SF TOTAL AREA 94 780 SF Actual Amenity Floor TOTAL PARKING BREAKDOWN Residential Parking LEVEL Handicap* TOTAL PARKING LVL SUBO1 6 374 LVL05M2 N/A 142 SUBTOTALS 6 516 Commercial Parking LVLO1 4 113 LVL01M1 N/A 149 LVL01M2 N/A 189 LVL 02 4 150 LVL 02M N/A 158 LVL03 4 150 LVL03M N/A 158 LVL 04 4 150 LVL 04M N/A 158 LVL05 4 150 LVL05M1 N/A 156 SUBTOTALS 20 1,681 TOTAL PARKING 26 2,197 *Hand, parking counts Inalud d In Total Parking cats ory NReudomlal guest parking Is Inal ded In the aommeraial parking nowt, per snared parking standards, ArficleT Table Approved Parking Breakdown NO SCALE APPROVED FLR / USE ANALYSIS (LVLS 05M A BREAKDOWN RePEderhall Ursts 467,W3 SF Ver Oral Oro, Non 29,658 SF SUB TOTALS SOO,ORD SF TOTAL AREA 500,096 SF TOTAL FLR BREAKDOWN LEVEL FLR LVL 01 187,469 SF LVL 01 M1 109,432 SF LVL01M2 84,296 SF LVL 02 166,033 SF LVL 02M 80,720 SF LVL 03 168,516 SF LVL 03M 83,700 SF LVL 04 167,515 SF LVL 04M 80,700 SF LVL 05 167,814 SF LVL 05M1 81,091 SF LVL05M2 92,510 SF SUBTOTALS 1,469,796 SF Residential Towers 467,153 SF Amenities Building 3,285 SF TOTAL FLR 1,940,234 SF IApproved FLR Breakdown ce 1-10 20MAY 2015 APPROVED TOTAL FLR - ABOVE GROUND LEVEL FLR SF LVL 01 193,022 LVL 01M1 108,561 LVL 02 162,939 LVL 02M 108,881 LVL 03 168,591 LVL 03M 110,224 LVL 04 172,876 LVL 04M 110,224 LVL 05 175,550 LVL 05M1 110,220 LVL 06 184,875 LVL 06M 110,142 SUB TOTALS 1,716,105 Residential Towers 428,776 Amenities Building 2,450 TOTAL FLR 2,147,331 TOTAL APPROVED PARKING BREAKDOWN Residential Parking Level Handicap* Total Parking LVL 00 SUBGRADE 9 440 LVL 06M N/A 227 SUBTOTALS 9 667 Commercial Parking LVL 01 4 94 LVL01M1 N/A 183 LVL 02 7 125 LVL02M N/A 194 LVL 03 7 126 LVL03M N/A 194 LVL 04 7 127 LVL04M N/A 194 LVL 05 7 127 LVL05M1 N/A 230 LVL 06 4 157 SUBTOTALS 36 1751 TOTAL PARKING 45 2418 'Nzndlap Parking counts Included In Total Parking category ACTUAL TOTAL FLR - ABOVE GROUND LEVEL FLR SF LVL 01 193,162 LVL 01 M1 100,239 LVL 01 M2 96,757 LVL 02 164,692 LVL 02M 80,068 LVL 03 165,317 LVL 03M 79,940 LVL 04 166,153 LVL 04M 82,478 LVL 05 157,364 LVL 05M1 134,471 LVL 05M2 126,504 (Transferred to Residential) SUB TOTALS 1,547,145 Residential Towers 487,275 Amenities Building 6,062 TOTAL FLR 2,040,482 TOTAL ACTUAL PARKING BREAKDOWN Residential Parking Level Handicap* Total Parking LVL 00 SUBGRADE 3 420 LVL05M1 2 203 LVL05M2 0 230 SUBTOTALS 3 853 Commercial Parking LVL 01 4 115 LVL01M1 4 147 LVL01M2 1 202 LVL 02 3 133 LVL 02M 3 164 LVL 03 3 133 LVL 03M 3 167 LVL 04 3 133 LVL 04M 3 167 LVL 05 2 204 SUBTOTALS 31 1565 TOTAL PARKING 34 2418 'Nandlap parking counts Included In Total Parking category ACTUAL FLR / PARKING BREAK LPL 1-1 30 JANUARY 2019 Bicycle Rack Location Diagram 2r.o• 4540 3a•0• 30'LO" , 30'41" 3a-0• 3 54 —s I45'-6" I I Zit t I Bicycle Rack Location 1 2 I Bicycle Rack Location 2 • Proposed bicycle rack locations. Provide 3 bicycle racks (6 bike spaces) @ 36" on center per location. Bicycle rack spaces along the Rivenvalk to be located within the Transition Zone (Refer to sheet L-11). 3 I Bicycle Rack Location 3 4 Bicycle Rack Location 4 BICYCLE RACK LOCATI Required Residential Parking spaces: 711 Required Commercial Parking spaces: 1,583 TOTAL: 2,294 Per Article 4 Table 4 Density intensity and parking, Provide 1 bicycle rack space for every 20 vehicular spaces required. 2,294/20 =114.7 or 115 Bicycle rack spaces required BICYCLE RACK BREAKDOWN LEVEL Motorcycle Bicvde LVL SUBO1 N/A N/A LVLO1 N/A 24 LVLO1M 4 N/A LVL02 12 N/A LVL02M 4 N/A LVL03 12 N/A LVL03M 4 N/A LVL04 12 N/A LVL04M 4 N/A LVL05 12 N/A LVL05M 6 N/A LVL06 14 N/A LVL 06M 6 N/A SUBTOTAL 92 24 TOTAL BICYCLE RACK SPACES PROVIDED:116 IBicycle Rack Calculation Calculation based on Landscape Forams "Pi" bicycle rack per Miami Greenway Standards. Final bicycle rack specification to be determined. I Sample Bicycle Rack ce 11 01 Approved SF. AREA BREAKDOWN TYPE SF Retail 516,700 SF Pedestrian Walkwa s 149,321 SF Office Residential Units 518,818 SF Amenities 3,645 SF Vertical Circulation 130,836 SF Garden 29,437 SF Loading Docks 40,392 SF Service/ Back of House 31,176 SF Parking Garage 1,134,570 SF TOTAL AREA 2,554,895 SF Actual SF. Differential SF. AREA BREAKDOWN AREA BREAKDOWN TYPE SF TYPE SF Retail 399,097 SF Retail - 117,603 SF Pedestrian Walkwa s 112,454 SF Pedestrian Walkwa s - 36,867 SF 19,975 SF Office + 19,975 SF Residential Units 565,856 SF Residential Units +47,038 SF Amenities 3,285 SF Amenities - 360 SF Vertical Circulation 141,117 SF Vertical Circulation + 10,281SF Garden 1,768 SF Garden - 27,669 SF Loading Docks 47,538 SF Loading Docks + 7,146 SF Service/ Back of House 95,080 SF Service/ Back of House + 63,904 SF Parking Garage 909,231 SF Parking Garage - 225,339 SF TOTAL AREA 2,295,401 SF SUB TOTALS - 259,494 SF APPROVED SQUARE FO ce 0 01 20 MAY 2015 APPROVED TOTAL FLR - ABOVE GROUND LEVEL FLR SF LVL 01 193,022 LVL 01 M1 108,561 LVL 02 162,939 LVL 02M 108,881 LVL 03 168,591 LVL 03M 110,224 LVL 04 172,876 LVL 04M 110,224 LVL 05 175,550 LVL 05M1 110,220 LVL 06 184,875 LVL 06M 110,142 SUB TOTALS 1,716,105 Residential Towers 428,776 Amenities Building 2,450 TOTAL FLR 2,147,331 APPROVED SF - TOTAL PROJECT AREA BREAKDOWN TYPE SF VERTICAL CIRCULATION 130,836 RESIDENTIAL 518,818 RETAIL 516,700 PEDESTRIAN ACCESS 149,321 LOADING 40,392 GARDEN 29,437 PARKING 1,134,570 BOH/SERVICE 31,176 OFFICE 0 TOTAL AREA 2,554,895 ACTUAL TOTAL FLR - ABOVE GROUND LEVEL FLR SF LVL 01 193,162 LVL 01 M1 100,239 LVL 01 M2 96,757 LVL 02 164,692 LVL 02M 80,068 LVL 03 165,317 LVL 03M 79,940 LVL 04 166,153 LVL 04M 82,478 LVL 05 157,364 LVL 05M1 134,471 LVL 05M2 126,504 (Transferred to Residential) SUB TOTALS 1,547,145 Residential Towers 487,275 Amenities Building 6,062 TOTAL FLR 2,040,482 ACTUAL SF - TOTAL PROJECT AREA BREAKDOWN TYPE SF VERTICAL CIRCULATION 152,575 RESIDENTIAL 618,508 RETAIL 343,987 PEDESTRIAN ACCESS 97,046 LOADING 49,760 GARDEN 16,840 PARKING 904,741 BOH/SERVICE OFFICE 78,532 6,062 118,593 TOTAL AREA 2,386,644 APPROVED VS ACTUAL SQUARE FOO DIFFERENCE - TOTAL PROJECT AREA BREAKDOWN TYPE SF VERTICAL CIRCULATION 21,739 RESIDENTIAL 99,690 RETAIL -172,713 PEDESTRIAN ACCESS -52,275 LOADING 9,368 GARDEN -12,597 PARKING -229,829 BOH/SERVICE 47,356 OFFICE 118,593 TOTAL AREA -168,251 ce PaddrgRequlmmmnbe Residential Pawing Lodging Pawing Office Pawing Commercial Parking Residential Loading Pedestrian Entry I SAP Zoning Data REQUIRED/EXISTING SAP RIVER LANDING/AMENDMENT AMENDMENT/REMARKS Zoning Dbblelo All Parcels Along NW North River Drive TN=g6 T$240 Iot4ea Summary Gros Lot Area (including submerged lands) Total Gross Lot Arse L69000upa9nn Min Lot Size Max Lot Size Floor Lot Ratio (Maximum) -Article 4Table 2 Floor Lot Ratio Totalxithout Public Benefit Floor Lot Ratio (Maximum) vdth Public Benefit 1.05 Acres 5,000 sq.it. 40,000 sq.it. 5.00/ 25%additional Public Benefit 445,465 GSF 556,831 GSF Genwal LetRequlnmote (Article 4Tab le 2) Building H, Ott Frontage In the BUIIdTo Zone 1-8 Stories Above 8th Story Green/Open Space Requirements 1.05 Acres 5,000 sq.ft 355,000 sq ft 7.00/ 30% add Nona! Public Benefit 623,651 GSF 119,564 GSF 263'-10"/184'-8"(70%min) NW N River Drive 263'-10"/131'-11"(50%mIn) NWN River Drive 245'-1"/111'-10"(70%mIn) NW 13th Terrace 245'-1"/122'-91/2"(50%min) NW 13th Terrace COMPLIANT COMPLIANT -TOTAL: 89,093 SF. (PARCELS AREA: 87,198 SF. ALLEY AREA:1,895 SF) 6 f0 p00 GSF COMPLIANT (690,868 GSF) 163'-10"l 189'-3" (71%) PROVIDED 145'-7" 11 71'-11"(70%) PROVIDED THESE CALCULATIONS D0 NOT INCLUDE THE RIVER DISTRICT GREEN 7124 GSF (80%MIn) 7124 GSF (80%Max ) COMPLIANT(50,464 GSF /61.5% PROVIDED ) 15,000 SF Max/ 180' Max Length (Residential) 22,000 SF Max./ 300' Max Length(Residentail) COMPLIANT (1T,683 GSF /198'-2" Max. Length) 30,000 SF Max/ 215' Max Length (Comm. I Parking) 106,000 SF Max./ 400' Max Length (Comm I Parking) NIA 8909 GSF (10%Min) 8,909 GSF (10%Min) COMPLIANT(26,825 GSF /30.7%PROVIDED) Minimum Stories Allowed- Article 4Table2 2 Stories 2Stories N/A Maximum Stoles Allowed- Article 4Table 2 8Stories 24 Stories 18 STORIES (4 BONUS STORIES TO BE PROVIDED PURSUANT TO Maximum Benefit Height (inclusive of all Stories) 12 Stories 48 Stories SECTION 3.10 OF MNM111.) Bultl11g8166d COMPLIANT: Principal Front 10 ft. min., 20 ft. min. above Bth Story 10 ft. min, 10ftmin. above 8th Story NW NORTH Rh/ER DRIVE:(10 FT, 10 FT. ABOVE 8TH STORY) NW 13TH TERR: (10 FT,13 FT AB OVE 8TH STORY) Secondary Front 10 ft. min., 20 ft. min. above Bth Story 10 ft. min., 20ft min. above 8t Story NIA COMPLIANT: Side 0 ft. min., 30 ft. min. above 8th Story 0 ft. min., 30 ft min. above 8t Story EAST SIDE(19 FT), ALLEY SIDE(0 FT) NORTH S1DE (1515 FT, 39.15 FT ABOVE 8TH STORY) Rear 0 ft. min., 30 ft. min. above 8th Story 0 tt. min., 30 ft min. above 8th Story COMPLIANT: (0 FT, 30 FTABOVE 8TH STORY) Abutting Side or Rear T5 0 ft min., 1st trough 5t Story 0 tt. min., 1st through 5th Story NIA 10ft min. 60 through 8th Story 10 ft. min. 6t through Bth Story NIA 30 ft min. above 8t Story 30 ft. min. above Bth Story N/A Abutting Side or Rear T3 10% of Lot depth min. 1st through 2nd Story 0 ft. min. 1st through 5th Story N/A 26 ft. min. 3rd through 5th Story 10 ft. min. 6t through 8th Story N/A 46 ft min. above 5th Story 30 ft. min. above 8th Story N/A DenMO' Dwelling Unit per Acre 150 du/acre max 150 du/acre max 475 UNITS Total Dwelling Unit Allowed 300 Dwelling Units 300 Dwelling Units (175 ADDITIONAL UNITS FROM RIVER LANDING DENSITY TRANSFER) RIVER LANDING 531 UNITS DEVELOPED.1,100 UNITS DENSITY ALLOWED. 668 UNITS DENSITY REMAINED. Minimum of 1.5 parking spaces per Dwelling Unit+Guest Spaces Minimum of 1.0 additional visitor parkingspace for every 10 Dwelling Unit Total Residential Required Parking =T 13 a 48 visitor= 761 Minimum of 1 pawing spaces per 2 Lodging U nits+ Visitor Spaces Minimum of 1.0 additional visitor pawing space for every 15 Lodging Unit T 6I1o00ng%VVImd Paddng=N/A Minimum of 3 pawing spaces for every 1,000 square feet of Office Uses Total Office Required Parking = NIA Minimum of 3 parkingspacesfor every 1,000 square feet of Commercial Uses Total Commercial Required Parking = N/A NOTE: DEPENDING ON FINAL USES, A SHARED PARKING DIVISOR IS ALLOWED. Per Article 4, Table 5 Pedestrian entrances to all parkingshall be directly from a frontage line. • GENERAL NOTE: RESIDENTIAL PARKING: 761 SPACES REQUIRED 533 SPACES PROVIDED VIA TOD REDUCTION 10% OF ALL PARKING SPACES TO BE EV CAPABLE. COMPLIANT (1,565 spaces provided) ALL NEW BUILDINGS OF MORE THAN 50A00 SQUARE FEET OF HABITABLE ROOMS OR HABITABLE SPACE IN THE T5, T6, CI AND CS ZONES SHALL BE AT A MINIMUM CERTIFIED AS SILVER BY THE UNITED STATES GREEN BUILDING COUNCIL (USGBC) LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN (LEER) STANDARDS OR EQUIVALENT STANDARDS ADOPTED OR APPROVED BY THE CITY. REFER TO ARTICLE 3.13 FOR ADDITIONAL REQUIREMENTS. Current Zoning Map Proposed Zoning Map ❑ TINATURAL ❑ 1.3 SUB -URBAN ❑ r. GENERAL URBAN ❑ re tweet. CENTER ❑ Tse URBAN CENSER ❑ Tsfz URBAN CORE ❑ T6-24 URBAN CORE ❑ r • repa URBAN CORE • TO.C.0 URBAN CORE M rsao4csr CARE ❑ DI WORK PLACE o ▪ 02INDUSTRVLL ❑ CS CIVC CI CIVIC INSTITUTIONAL PROPOSED SAP ZONING ANALYSIS =� REVISION 5 MAY 21, 2024 SITE AREA: 89,093 SF LOT COVERAGE: 54,464 SF (61.13 % ) SITE AREA: 89,093 SF OPEN SPACE AREA: 26,825 SF (30.1%) ......_.... BUILDING FOOTPRINT II OPEN SPACE PROPERTY LINE NW NORTH RIVER DRIVE Lot Coverage NO SCALE IOpen Space Diagram NO SCALE SCALE'. NTS EA 0 REVISION 5 MAY 21, 2024 FIRST LAYER SECOND LAYER THIRD LAYER REQUIRED PRIMARY FRONTAGE - - - SECONDARY FRONTAGE - - - - NW 13TH TERRACE MIN. FRONTAGE REQUIRED: 171'-10" (70%) NW 13TH TERRACE FRONTAGE PROVIDED: 171'-11" (70%) NW NORTH RIVER DRIVE MIN. FRONTAGE REQUIRED: 184'-8" (70%) NW NORTH RIVER DRIVE FRONTAGE PROVIDED: 189'-3" (72%) NW NORTH RIVER DRIVE Layers Diagram l \) 414.80LENGTH OF FRONT SETBA LINE - IFrontages Diagram NO SCALE DIuTRICT-CREE BUILDING FRONTAGE NW NORTH RIVER DRIVE SCALE'. NTS REVISION 5 MAY 21, 2024 SECOND LAYER 151'-0" FRONTAGE IN BUILD -TO ZONE BUILD -TO ZONE NW 13TH TERRACE LENGTH OF FRONTAGE: 245'-7" NW 13TH TERRACE MIN. FRONTAGE REQUIRED: 171'-10" (70%)1 PROVIDED: 171'-11" (70%) NW NORTH RIVER DRIVE LENGTH OF FRONTAGE: 263'-10" NW NORTH RIVER DRIVE MIN. FRONTAGE REQUIRED: 184'-8" (70 % )1 PROVIDED: 189'-3" (72%) 20'-0' 130'-0" /1 39' BJILDIN BUILDING FRONTAGE BUILDING FRONTAGE FRONTAGE 263-10" NW NORTH RIVER DRIVE SCALE'. NTS 0 =00A REVISION 5 MAY 21, 2024 11 NW 13TH TERRACE THOROUGHFARE Vr NW NORTH RIVER DRIVE THOROUGHFARE 80' R.O.W 1 • 29' 7" B OA EXISTING BUILDING Og PROPOSED BUILDING OSIDEWALK I OUTDOOR ZONES - Sidewalk and outdoor areas include street trees, street lights, bicycle racks, benches, and pedestrian routes. Minimum clear pedestrian walkway of 5'-0". O VEHICULAR TRAVEL LANES- Existing ROW travel lanes along NW North River Drive to remain as noted otherwise by civil traffic study. Travel lanes are approx. 10' wide. CENTER MEDIAN - Alternative to center turn lane, planted center median. GENERAL NOTE: PROPOSED THROUGHFARE CROSS SECTIONS TO BE DEVELOPED IN CIVIL DETAILING. EXISTING CURB SECTIONS ARE INTENDED TO REMAIN. IS- LANDS MAY BE ADDED WITHOUT INTERRUPTING EXISTING SITE DRAINAGE. THOROUGHFARES REVISION 5 MAY 21, 2024 AREA BREAKDOWN TYPE FLR NON FLR Reedeniial Uniic 13,338 SF Vertical Circulation 758 SF Loading Docks Service/SOH 3,101 SF 8,772 SF 064 SF Perking Garage 16,046 SF 037 SF SUBTOTALS 04,015 SF 5,101 SF TOTAL AREA 49116 SF AREA BREAKDOWN TYPE FLR NON FLR Reedeniial Uniic 332 SF Vertical Circulation Parking Garage 388 SF SUBTOTALS 9,63] SF TOTAL AREA 9,63] SF Ground Floor Plan NO SCALE !Second Floor Plan AREA BREAKDOWN TYPE FLR NON FLR Recideniiel Uniic 18,733 SF 1 712 SF VeLoal Circulation 932 SF Service / BOH 172 SF Perking Garage 28,093 SF SUBTOTALS 08,930 BF 712 SF TOTAL AREA 50,642 SF AREA BREAKDOWN TYPE FLR NON FLR Recideniiel Uniic 18,952 SF 712 SF Vertical Circulation )2 SF Service / BOH 111 SF Perking Garage SUBTOTALS 28,787 SF 49577 SF X0 198,308 BF 712 SF X0 848 SF TOTAL AREA 205,156 SF !Third Floor Plan NO SCALE !4th -7th Floor Plan NO SCALE / LL O L Q CD Z. j CA .co J < —` c k Q r F w ZO • Wz p z W O O Z - EL W o2 as J Li_ SCALE'. NTS REVISION 5 MAY 21, 2024 FLR / PROPOSED USE ANALYSIS (LVLS 08-27) AREA BREAKDOWN TYPE FLR NON FLR Recideniiel Uniic 17,275 SF 377 SF VeLoal Circulation ]2 SF Senae/BOH 111 SF Perking Garage 28,787 SF SUBTOTALS 07,903 SF 377 SF TOTAL AREA 51,280 SF AREA BREAKDOWN TYPE FLR NON FLR Reedeniial Sots 16,508 SF 038 SF VeriiealCireulaiion 305 SF Seneca / SOH 71 SF SUBTOTALS 17,880 BF 3,038 SF TOTAL AREA 20,922 SF - I I8th Floor Plan NO SCALE I9- th Floor Plan N AREA BREAKDOWN TYPE Recideniiel Uniic Veriiaal Circulation Serviae/BOH SUBTOTALS TOTAL AREA FLR 16,508 SF 1,104 SF 71 SF 17,683 SF X17 300,611 SF NON FLR 4133 SF' 4,133 SF X17 70,261 SF 371, 08 SF AREA BREAKDOWN TYPE FLR NON FLR Recideniiel Uniic "VeriiealCireulaiion Serviae/BOH 16,508 SF 1,104 SF 71 SF 133 SF a SUBTOTALS 17,683 SF 4,133 SF TOTAL AREA 21,816 SF // / I I10-26th Floor Plan Typ. I27th Floor Plan co • Q ▪ j CO - .co J < —`` 4k 1 F w ZO W c w O O Z d W o2 a_- a J Li_ SCALE'. NTS REVISION 5 MAY 21, 2024 AREA BREAKDOWN TYPE FLR NON FLR Reementol Unae f[1✓eniEN CtrauleLEE Servo, BOH 8201 SF 017 SF 093 SF 708 SF a SUBTOTALS 10,3)1 SF 708 SF TOTAL AREA 13,079 SF I28th Floor Plan NO SCALE TOTAL PARKING BREAKDOWN RESIDENTIAL PARKING LEVEL ADA TOTAL PARKING LVLO1 2 24 LVLO2 - - LVLO3 3 57 LVLO4-07TYP. 12 272 LVLO8 - 55 TOTAL 425 SPACES Parking Breakdown TOTAL FLR BREAKDOWN LEVEL FLR LVLO1 43,625 SF LVLO2 9,640 SF LVLO3 48,875 SF LVLO4 - 07 TYP. 198,276 SF LVLO8 47,903 SF LVLO9 17,884 SF LVL10 - 26 TYP. 300,611 SF LVL 27 17,683 SF LVL 28 10,371 SF TOTAL FLR 694,868 SF IFLR Breakdown SCALE'. NTS REVISION 5 MAY 21, 2024 A=1894' BIKE RACK LOCATION DIAGRAM NO SCALE 1 I BIKE RACK LOCATION 1 OI TB LE REF rkP,GLEREP . BIKE RACK LOCATION 2 NO SCALE ELETLTED NW NRIV RDK OI RE=RREBE��< ELEIEITIER BIKE RACK LOCATION 3 NO SCALE Ii=a.is . BIDE RUBE tiecEaETC IIIIIIIIIIII®!. i9� 0444Eoum44 494 494 '..CCN9 LAYER FIRST LAYER TBITILIBBEEPFEBB TIES B ELF, =L M IIIIIIIIII 1111111111, IIIIIIIIIIIII0iIIIII■ 01 BIKE RACK LOCATION 4 `.JI NO SCALE Required Residential Parking Spaces: 425 spaces Per Article 4 Table 4 Density Intensity and parking, Minimum of 1 Bicycle Rack Space for every 20 vehicular spaces required. 20%OFALL PARKING SPACES TO BE EV CAPABLE. 425 Spaces 120 = 21 bicycle spaces. BICYCLE RACK BREAKDOWN LEVEL BICYCLE LVL01 40 TOTAL PROVIDED 40 SPACES BICYCLE RACK LOCATIONS REVISION 5 MAY 21, 2024 C-0 Floor Plans C-1F: Approved Underground Garage Level- 01 Floor Plan C-1F2: Actual C-2F: Approved Level 01 Floor Plan C-2F2: Actual C-2aF: Approved Level 01M Floor Plan C-2aF2: Actual; C-2bF2 Acutal C-3F: Approved Level 02 Floor Plan C-3F2: Actual C-3aF: Approved Level 02M Floor Plan C-3aF2: Actual C-4F: Approved Level 03 Floor Plan C-4F2: Actual C-4aF: Approved Level 03M Floor Plan C-4aF2: Actual C-5F: Approved Level 04 Floor Plan C-5F2: Actual C-5aF: Approved Level 04M Floor Plan C-5aF2: Actual C-6F: Approved Level 05 Floor Plan C-6F2: Actual C-6aF: Approved Level 05M Floor Plan C-6aF2: Actual; C-6bF2: Actual C8F: Approved Residential Amenities Floor Plan C-8F2: Actual ©.0 23'-1P IIg III I I 111 II 1 I �IIN I p I III I I� I I J� J61 JJ�''11Jll LV� il6u� _ 3]40.91NG Jc_— I 161W VOICA'PACSI tit j C �•....__I I.� 1 II I` i Pi Sri I I A I I I 111L.ILEII r_IIII 11I. II !Approved Underground Level 01 APPROVED AREA BREAKDOWN VerttE FLP NON FLP lilrculatIon 5,376sq.f seroce of House 6,315sq. ft Loading Dods 37,757 sq,ft Parking Garage 165,734 sq. ft. SUBTOTALS 215,182 .ft. TOTAL AREA 215,182 sq. ft. IDI•-10• NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN PE Nerd l<fculaton seroce of House Loading Docla Parklng Garage SUB TOTALS ELq e0009sq.fH 3 sq. ft 8 q,ft 7sq.ft. 180,532 q. ft. TOTAL AREA 180,532 sq. ft II (III Al DEAwALI LOCATION 3C4 NOTES: 1. UNDERGROUND LEVEL PARKING GARAGE (47,457 SF. REDUCTION) 2. UNDERGROUND LEVEL LOADING DOCK (7,826 SF. INCREASE) APPROVED UNDER GROUND GARAGE LEVEL -01 FLOOR P RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 20MAY 2015 Q Q =;Q 4' Q®Q 4= 1IIIIT II1 Cfl TIfi III nIII FIII=11 III III -II I IC rinc 11-1 UNa--- -- III-111 111-1 : ,=1 I 51111Tf111111I-I T¶II II II = y�r" 1 III 1 M L .n liF dyi v 11 1- �IIE3 �LCBIL=9 :"@ 3IIE�i e� Ib.:, -11L]I a ;1�lIEIIE71EIlE3I1F�nL am. M=111 TI r=f11 111-1=1T1f1 um l I I It - n n = I8I ma 17 1 Ii 1 l TII +1 III rtr 14 111 011 III I III III III= d l III-IIV-IU I III III 'III I=II IUD- I=UH11 114 II IU 111-I1IH11 1 U-1i-L=u 11 �11=U IU=III J �1 1-1 I !Actual Underground Level APPROVED 3-15-2013 ��nn� A� PEDESTRIAN ACCESS - I � tU988 ��� 1=112 EMCEE �_t-�_ APPROVED 5-20-2015 M�� �nnnn■n I=E 1 � - '=E ''®' NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLIP NON FLP GAL CIRCULATION a,195 DENTIAL 0 sq. R. RETAIL 0 sq. 0. PEDESTRIAN ACCESS 0 sq. R. LOADING 88,61159,0. GARDEN 0 sq. R. PARKING 118,091 sq. k. 80H / SERVICE 5,635 sq. ft. OFFICE 0sq. ft. SUBTOTALS 180,532 sq. k. TOTAL AREA 80,532 sq. R. ITI =-Ia ill =11I1+i�1111111=11-1Ill 11IT111-II1 ft 3 17=M TI Irl ff l l 1 �f=iTT 117 III _III 11 III- iI_ .1 G.Ir I QT.! inn 1 g� EI 1 III I =1ul i, NOTES: 1. UNDERGROUND LEVEL VERTICAL CIRCULATION (186 SF INCREASE) 2. UNDERGROUND LEVEL LOADING DOCK (3,028 SF INCREASE) 3. UNDERGROUND LEVEL PARKING (186 SF DECREASE) 4. UNDERGROUND LEVEL BOH/SERVICE (1,416 SF DECREASE) 'Actual Underground L VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BON / SERVICE AMENITIES OFFICE 30 JANUARY 2019 11 21 T1 1'T14u T1 ' g1 r1 B1 B� L • �.' L,' \='1= `.� 1. L.' i. �..- L: y 3YV y 3r414 3060' 3660' 156' 258 26'-104 20,9 21964 28664 , 298' I I A I I I I uI"a' 10'-0; 30 RESIDENTIAL LOBBY L 'Approved Level 01 APPROVED AREA BREAKDOWN TYPE Pet. strlan Walkways Office rmenflal Un fr Ve,ncal arculanon Loading Dods McefBack of House Parking Garage SUBTOTALS FLP 101,270 SF 0 SF 10,351 SF 6,727 SF 2,635 SF 7,400 SF 60,854 SF 193,022 SF NON FLP 35,087 SF 1,801 SF 36,888 SF TOTAL AREA 229,910 SF EMS I NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE eemu Peaestnan Walkways Office rmenflal Unls Vertical arculaton Loading Dods ServIcen Back of House Parking Garage SUB TOTALS FLP 89,792 SF 1,314 SF 7,866 SF 15,407 SF 1,955 SF 7,544 SF 63,591 SF 187,969 SF NON FLP 33,231 SF ,eol 35,032 SF TOTAL AREA 222,501 SF mr , 9949 ,1733 ENT 2461)' Y 21- - N-G- 30-0 TENP.I�T L.4 11.546 SF 220 -� }-- TENANT If2 RESTAURANT 31577 SF I2a64 SF1 '+---r--,-T- - - - -ram I I I I NOTES: 1. GROUND LEVEL RETAIL (11,478 SF. REDUCTION) 2. MOVING RETAIL SPACE 1.3 TO SOUTH FACADE ALONG RIVER WALK 3. GROUND LEVEL PARKING GARAGE(2,737 SF. INCREASE) 4. NEW GROUND LEVEL OFFICE SPACE (1,314 SF.) 5. PARKING GARAGE NORTH FACADE SETBACK 25' FROM PROPOERTY LINE "2T1 APPROVED LEVEL 01 FLOOR P -REIFERPRENIT RESTAURANT • 0S0 SF RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 20MAY 2015 0 0 0 Q OO 'PT OQQQ 01 101 10T' 0 4 4 L lal' Idl 'Actual Level 01 APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FLR 'RE'SIDENTIAL U1AlIDN - S -_, RESIOEMIAL 0,37 1o,351 SF OSF RETAIL 101,270 SF 0SF PEDESTRIAN ACCESS F 35,087 SF LOADING 2,635SF 0 SF GARDEN 05F 05F PARKING 60,854 SF 0SF BON/SERVICE 7,400 SF 0SF OFFICE OSF 0SF SUBTOTALS 193,022 SF 36,888 SF TOTAL AREA 229,910 SF o�QYYO ® r>-6reiR, p irrr l / e a 6 RETAIL 11,200 SF e e x e mvomTe .fie 4 I APPROVED 5-20-2015 AREA BREAKDOWN TYPE FLR NON FLR RESIDENTIAL 7,866 SF 0 SF RETAIL 39,7925F 0 SF PEDESTRIAN ACCESS F 33231 SF LOADING 1,955SF 0 SF GARDEN 0 5F 0 SF PARKING 63,5915E 0SF BONj SERVICE I 3,544 SF 05F OFFICE 1,314 5F 0 SF SUBTOTALS 187,469 SF 35,D32 SF TOTAL AREA 222 501 5F RETAIL e 2,000 SF RETAIL 7,600 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLR NON FLR VERTICALCIRCULATION 19 699 SF 3,570 sr RESIDENTIAL 4,506 SF 0 SF RETAIL 91,450 SF 05F PEDESTRIAN ACCESS F 33,231 SF LOADING 1,955SF 0 SF GARDEN 0SF 0SF PARKING 63,591 SF 0SF BOH/SERVICE 10,9615E 0SF OFRCE 1,0005P 05F SUBTOTALS 193,1405F 36,8015F TOTAL AREA 230941 SF 0 0 0 0 0 0 0 0 O QQ RETAIL 4,000 SF LOADING DOCK oocK RETAIL 1RETAIL RETAIL _ 9.850 SF - 7,000_SF NOTES: 1. GROUND LEVEL VERTICAL CIRCULATION (4,382 SF INCREASE) 2. GROUND LEVEL RESIDENTIAL (3,360 SF DECREASE) 3. GROUND LEVEL RETAIL (1,658 SF INCREASE) 4. GROUND LEVEL BOH/SERVICE (3,395 SF INCREASE) 5. GROUND LEVEL OFFICE (314 SF DECREASE) 'Actual Level 01 !I 1 . RETAIL< 6,200 SF VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE Z J ce W 30 JANUARY 2019 pPopgrx LINE 3n$ Bra L, '1'T1, Tyr `g1 0., T T T , ana � aa$ yls$ W.B. WO' y zra y 2VP y 28a } m$ I I I 96-10' LI I I Jai' 9' 11 11111_ — 9 PARKIN SPACES I I 'Approved Level 01M1 APPROVED AREA BREAKDOWN TYPE FLR NON FLR Office Residential Units Vertica tion ce/Back aof House Parking Garage 13,180 SF 920 SF 87,677 SF 2,172 SF SUBTOTALS 108,561 SF 2,172 SF TOTAL AREA NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN Residential Units Vertical Circulation service Back of House Parking Garage SUB TOTALS FLR 0 SF 8,830 SF 100,932 SF NON FLR 2,172 SF 2,172 SF TOTAL AREA 111,604 SF 4-��'il 'is it a1 a1 -— .c SEAWALL LOCATION 4 NOTES: 1. NEW LEVEL 1M 1 OFFICE SPACE (18,661 SF.) 2. RELOCATION OF NORTH FACADE RESIDENTIAL UNITS TO AMENITY DECK 3. LEVEL 1M 1 PARKING GARAGE (20,167 SF. REDUCTION) 4. LEVEL 1M1SERVICE / BACK OFHOUSE (13,883SF. INCREASE) 3v$ APPROVED LEVEL 01 M1 FLOOR P RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 20MAY 2015 'Actual Level 01M1 APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CIRCULATION 6,784 SF 2,1725F RESIDENTIAL 13,180 SF OSF RETAIL 0SE 0SF PEDESTRIAN ACCESS 0SF 0 LOADING oSF 0 SF GARDEN OSF 05F PARKING 87,677 SF OSF BOX SUBTOTALS 108,5615E 2,172 SF TOTAL AREA 110 733 5F APPROVED 5-20-2015 AREA BREAKDOWN TYPE VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING SERVICE SUBTOTALS TOTAL AREA 3,830 SF O SF 2,171 SF 0 SF 05F SF 0 SF 0 SF 0 SF OSF OSF 67,510 SF OSF 111,606 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLF NON FLR VERTICAL CIRCULATION 6,028 SF OSF MIN RESIDENTIAL RETAIL 9SF 05F PEDESTRIAN ACCESS 9SF 0 SF LOADING o SF 0 SF GARDEN 0SF OSF PARKING 62,053 SF 0SF BOX SUBTOTALS 100 239 SF 3,980 SF TOTAL AREA 103,7195F NOTES: 1. LEVEL 1 MEZZANINE 1 VERTICAL CIRCULATION (1,494 DECREASE) 2. LEVEL 1 MEZZANINE 1 PARKING (5,457 SF DECREASE) 3. LEVEL 1 MEZZANINE 1 BOHISERVICE (543 SF DECREASE) 4. LEVEL 1 MEZZANINE 1 OFFICE (391 SF DECREASE) 'Actual Level 01M1 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING n BOH / SERVICE I�Y/�/Z AMENITIES OFFICE 30 JANUARY 2019 183 PARKING SPACES TOTAL y 'Approved Level 01M2 REFER TO SHEET F-2 FOR STANDARD PARKING STALL DETAILS APPROVED LEVEL 01.5 FLOOR P RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GREEN ROOF PARKING BOH / SERVICE AMENITIES 20MAY 2015 'Actual Level 01M2 APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FIR VERTICAL CIRCULATION 05F 0 5F RESIDENTIAL osF SF RETAIL 05F 05F PEDESTRIAN ACCESS 0SF 0 SF LOADING 0 SF O SF GARDEN 0 5F 0 SF PARKING 0SF 0 SF H /SERVICE SUBTOTALS O SF 0 SF TOTAL AREA 0SF APPROVED 5-20-2015 ®�� IMI1t I PZIEN ELIMR1M=MM MIZE®=MM TEZEEI=MM ��pr^__ n^nroll9^9'91LP14�)<hH NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 I®MMIEM JECIAMEMIIMI I:.�E9E3E1IM!_�_ MaGEMEM=MM® � �® " 1,, LESEMMIIIM NOTES: 1. LEVEL 1 MEZZANINE 2 VERTICAL CIRCULATION (538 SF DECREASE) 2. LEVEL 1 MEZZANINE 2 RESIDENTIAL (3,240 SF INCREASE) 3. LEVEL 1 MEZZANINE 2 PARKING GARAGE (12,870 SF INCREASE) 4. LEVEL 1 MEZZANINE 2 BOHISERVICE (27 SF INCREASE) 'Actual Level 01M2 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING GjG�j 80H / SERVICE AMENITIES 30 JANUARY 2019 OFFICE 'Approved Level 02 APPROVED AREA BREAKDOWN TYPE Pet. sVian Walkways ndenfaal on fr Amentes Ve,noal arculanon Garden ServIce8 Back of House Parking Garage SUBTOTALS FLP 75,610 SF 10,690 SF 1,195 SF NON FLP 29,613 SF 2,436 SF 2,9655E 67,170 SF 162,939 SF 35,019 SF TOTAL AREA NOTE:ACTUALDESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE aetau Peaestnan Walkways ndenfaal ones Amentes Ver[Hal arculaton Garden erNce/Back of House Parking Garage SUB TOTALS FLP 8,291 SF 0 SF 6,853 SF 3,732 SF 66,596 SF 166,033 SF NON FLP 22,183 SF 29,973 SF TOTAL AREA 191,006 SF NOTES: 1. LEVEL 2 RETAIL (4,801 SF. INCREASE) 2. EAST ELEVATION BUILDING MASSING RECONFIGURATION, REDUCING OVERALL FOOTPRINT 3. LEVEL 2 RESIDENTIAL UNITS (2,399 SF. REDUCTION) 4. LEVEL 2 PARKING GARAGE (574 SF. REDUCTION) APPROVED LEVEL 02 FLOOR P RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 20MAY 2015 0 O T<D ® 0 W9 9,4-f,If4Fe9 ,e.0 I I 'Actual Level 02 APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FLR VERTICALCIRCUTATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING 6,026 SF 10 690 5F 75,610 SF 05F 0 5F 2,436 SF 0 SF 0 SF 29,613 SF U SF GARDEN 0 SF OSF PARKING BOH / SERVICE SUBTOTALS 62,1705F 05F TOTAL AREA 194,9885F c.eiMt i.e»1e-feveTe l,e-o,.�1�a.F�7 jP.,QYYTEMIW® c zee I I I I APPROVED 5-20-2015 LIE=IMMZEMIML �� 7 ®Lp4ao 1_ fUiMU= CMI®0 EIEEEIMIIMMIIIM == QO Og 0 0 0 0 0 0 0 0 00T e 1r NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 i0mmiimm M '®®® IMEMMEM=11 CEIMEMEMEI=E Cam" toriminarrrEmnimm NOTES: 1. LEVEL 2 VERTICAL CIRCULATION (913 SF DECREASE) 2, LEVEL 2 RESIDENTIAL (5,853 SF INCREASE) 3. LEVEL 2 RETAIL (3,876 SF INCREASE) 4. LEVEL 2 PEDESTRIAN ACCESS (1,420 SF DECREASE) 5. LEVEL 2 PARKING GARAGE (7,260 SF DECREASE) 6. LEVEL 2 BOH/SERVICE (2,802 SF DECREASE) Actual Level 02 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BON / SERVICE AMENITIES OFFICE Ye 30 JANUARY 2019 'Approved Level 02M APPROVED AREA BREAKDOWN TYPE FLP NON FLP Pendental on fr 10,135 SF 2,270 SF Garden 3,6535E Mce/ Back of House Parking Garage 90,711 SF SUBTOTALS 108,881 SF 5,923 SF TOTAL AREA NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE FLP NON FLP anentaion s 8,320 SF 4,897 SF 2,270 SF Garden o5F Mce/ Back of House 1,242 SF Parking Garage SUB TOTALS 80,720 SF 2,270 SF TOTAL AREA 82,990 SF NOTES: 1. RELOCATION OF LEVEL 2M RESIDENTIAL UNITS (1,815 SF. REDUCTION) 2. LEVEL 2M PARKING GARAGE(24,450 SF. REDUCTION) APPROVED LEVEL 02M FLOOR P RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 20MAY 2015 30, 000 !Actual Level 02M APPROVED 3-15-2013 .MEMMZIMEM G. MMM=MM 11:=18=11•1===1 �� PEDESTRIAN ACCESS Eimm=rmesmmnamm QQ (9-YTT4Y4E ® -ID.� g.� APPROVED 5-20-2015 IMM3M 13=l1MISM=EM :E11=11= ® QQQ CD �.R CD ° �. CD CD ° W.p CD ° �. III I NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 RETAIL PEDESTRIAN ACCESS LOADING 0 SF 0 SF M=M=3131M liMIEEIM331=313IM NOTES: 1. LEVEL 2 MEZZANINE 1 VERTICAL CIRCULATION (1,000 SF INCREASE) 2. LEVEL 2 MEZZANINE 1 RESIDENTIAL (5,823 SF INCREASE) 3. LEVEL 2 MEZZANINE 1 PARKING GARAGE (6,639 SF DECREASE) 4. LEVEL 2 MEZZANINE 1 BOH/SERVICE (374 SF INCREASE) Actual Level 02M VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 0 Z J W ce 30 JANUARY 2019 m0letttutrE bPy 9V-0' 95-0_,„ XI, 115AT aid' 24,10' LNE 'Approved Level 03 APPROVED AREA BREAKDOWN TYPE Petad Walkways ndenllal on 1r Ve,ncal aralanon Garden rNNeeeack of House Parking Garage SUBTOTALS FLP 80,940 SF 10,960 SF NON FLP 25,310 SF 2,175 SF 2.9655E 2,283 SF 68,332 SF TOTAL AREA 199,302 SF zegr , ffi 95d . Mt' 2.6. . 95* 3V tr5' 9r-O III $�or P NOTE:ACTUALDESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE Pede sl Vlan Walkways ndenllal ones Ver Nal armladon Garden erNceeeack of House Parking Garage FLP 79,453 SF NON FLP 11,024 SF 6,943 SF 19,917 SF 2,175 SF SUB TOTALS 3,644 SF 168516 SF TOTAL AREA 191,223 SF t- 'il i-3) al bl 10V-4 I I I r7-�If7 TE113AN 3.1 [ J — — TENANT 3.3 I 1 NOTES: 1. LEVEL 3 RETAIL (1,487 SF. REDUCTION) 2. EAST ELEVATION BUILDING MASSING RECONFIGURATION, REDUCING OVERALL FOOTPRINT 3. LEVEL 3 RESIDENTIAL UNITS (64 SF. INCREASE) 4. LEVEL 3 PARKING GARAGE (1,738 SF. REDUCTION) APPROVED LEVEL 03 FLOOR P RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 20MAY 2015 ) Q ° YYY1 YI T 444 444 Y4 4 Q Q r.Q t �.P ir, t I I I I I I I 'Actual Level 03 APPROVED 3-15-2013 L =MMMEMMM DZIIMMM=EM IMMOM©2EIM CM!!!f1>'Z3=MM ITT -1,711r7 APPROVED 5-20-2015 AREA BREAKDOWN TYPE I FLR I NON FLR EMIZEMM=MM EISINIMMINIMIEME= SUBTOTALS TOTAL AREA 168,516 SF I 22,707 SF 191,223 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 yznriT. MICEMEIMMEM ECTEIMISMi PEDESTRIAN ACCESS ®1013111111111 Q Q Q Q Q Q Q QQQ t— t— t— t— t �.p t �.p t �.p t o j, NOTES: 1. LEVEL 3 VERTICAL CIRCULATION (742 SF DECREASE) 2. LEVEL 3 RESIDENTIAL (3,119 SF INCREASE) 3. LEVEL 3 RETAIL (3,697 SF INCREASE) 4. LEVEL 3 PEDESTRIAN ACCESS (2,512 SF DECREASE) 5. LEVEL 3 PARKING GARAGE (7,164 SF DECREASE) Actual Level 03 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE -4F 30 JANUARY 2019 000 ipoWITT i 7.7 1 w1 416 V1J'�lrJf� '91.91 9 ��� 7 P-P1-1 'Approved Level 03M APPROVED AREA BREAKDOWN NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE F/k NONF/k TYPE F/k NONF/k Residential Units Verbal Circulation Garden Service Back of House Parking Garage 10,243 SF 6,784 SF 1,336 SF 91,861 SF 3,ti/33F SUBTOTALS 110,229 SF 5,923 SF TOTAL AREA Re sidential Units Garden Circulation Service Back of House Parking Garage 10,999 SF 5,033 SF 1,268 SF 66,400 SF 2,270 SF 0 SF SUB TOTALS 83,700 SF 2,270 SF TOTAL AREA 85,970 SF 1 I I SEAWALL Wa ,I NOTES: 1. RELOCATION OF LEVEL 3M RESIDENTIAL UNITS (756 SF. INCREASE) 2. LEVEL 3M PARKING GARAGE(25,461 SF. REDUCTION) APPROVED LEVEL 03M FLOOR P • 'I 91 RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 19. 20MAY 2015 o ® QO J so l O 000 l o J e® C 30o NES-ha,w; � p .1, _P t,s r s_'' ' "`''r' a S s !Actual Level 03M APPROVED 3-15-2013 L IMZEMZM ®MMM UMZI=EMMZM IMEM:EMMIIMEM CMEEM211MM= E8IMESESIMIM APPROVED 5-20-2015 IEEMEM® IMDZMMZEM LEO=MEM=MMMLM naIIEEMZM • Ho0°�P°CD 0 °ma° °°°00Ci NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 IZIEMMMIEM 632E12:13MIME El=t=11M=MM 1=110® NOTES: 1. LEVEL 3 MEZZANINE 1 VERTICAL CIRCULATION (864 SF INCREASE) 2. LEVEL 3 MEZZANINE 1 RESIDENTIAL (3,144 SF INCREASE) 3. LEVEL 3 MEZZANINE 1 PARKING (6,600 SF DECREASE) 4. LEVEL 3 MEZZANINE 1 BOHISERVICE (42 SF INCREASE Actual Level 03M 0 J ce W ce VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE t-4a 30 JANUARY 2019 30 0. J_3R 1i5,fir25'A' 24'-10. hftal Ir- i_ __J�_ I I _ a, 1_ I I I_ I \ I_ _I ` III I \ _L J I I 28'S $C,� 2tt 2T$ 50 NbIC G SPACE --- 14 NA4DICA SPACE , 'Approved Level 04 APPROVED AREA BREAKDOWN TYPE get. strlan Walkways ndental on Ir Vert al armlat on Garden rN./Back of Hose Parking Garage SUBTOTALS 84,640 SF 10,960 SF 2,283 SF 68,332 SF 172,876 SF NON FL8 2,175 SF 2,965 SF 25,711 SF TOTAL AREA ` 244 �. 21g, 22,0" aYO. A I Ixx�•_ m-a , 1 sa-q ,I 30-0. 2T-0. Ltir J ___1 1 L� NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE Pede sl Vlan Walkways ndental UNIT Ver[Hal armlaton Garden Serge, Back of Hose Parking Garage NON FL8 6,439 SF 20,409 SF 2,175 SF ]995F SUB TOTALS 4,139 SF 167,515 SF 23,383 SF TOTAL AREA 190,898 SF SEAWALL LOCATION NOTES: 1. LEVEL 4 RETAIL (5,373 SF. REDUCTION) 2. EAST ELEVATION BUILDING MASSING RECONFIGURATION, REDUCING OVERALL FOOTPRINT 3. LEVEL 4 RESIDENTIAL UNITS (39 SF. INCREASE) 4. LEVEL 4 PARKING GARAGE (2,214 SF. REDUCTION) APPROVED LEVEL 04 FLOOR P RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 7- i AN �t1 `n1 20MAY 2015 !Actual Level 04 APPROVED 3-15-2013 84.640 sF PARKING 0sF APPROVED 5-20-2015 INI0MMIEM ivy— ,—OM RETAIL 79,267 sr 0 SF PEDESTRIAN ACCESS 0 5F 20,409 SF 03:21=13.1=EIMM GARDEN MMMMTTM PARKINGp :112111111MIEMM NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CIRCULATION 4,8985F 3,4805E RESIDENTIAL 14,143 SF 0 SF RETAIL PEDESTRIAN ACCESS o SF 15SF LOADING 0SF 0 SF GARDEN OSF 0SF PARKING 59,430 SF OSF SOH SERVICE 5,684 SF 05F SUBTOTALS 165,847 SF 18,6915E TOTAL AREA 184,538 SF NOTES: 1. LEVEL 4 VERTICAL CIRCULATION (238 SF DECREASE) 2. LEVEL 4 RESIDENTIAL (3,144 SF INCREASE) 3. LEVEL 4 RETAIL. (2,733 SF INCREASE) 4. LEVEL 4 PEDESTRIAN ACCESS (5,198 SF DECREASE) 5. LEVEL 4 GARDEN (799 SF DECREASE) 6. LEVEL 4 PARKING GARAGE (6,688 SF DECREASE) 7. LEVEL 4 BOH/SERVICE (1,545 SF INCREASE) Actual Level 04 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE ce ©472- 30 JANUARY 2019 31aeenn ry WA' eq e{ Sg;P w1SC 25 1P 28's Y- 2536' ro1- L III I Ift PE 158 PAR ING 'Approved Level 04M APPROVED AREA BREAKDOWN TYP E onits Ve,noal arculanon Garden ce/Back of House Parking Garage SUBTOTALS FLP 10,243 SF 6,784 SF 1,336 SF 91,861 SF 2,270 SF 3,6535E 5,923 SF TOTAL AREA NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE eenden6al only Ver[Hal arculaton Garden ce/Back of House Parking Garage SUB TOTALS FLP 10,999 SF 5,033 SF 2,270 SF 1,268 SF 66,400 SF 80,700 SF 0 SF 2,270 SF TOTAL AREA 82,970 SF 1 3r k' m 141 11 : ' Z� -0' „ 23-0' 22,3, sfwrrHs.Lounox 3C-0' d NOTES: 1. RELOCATION OF LEVEL 4M RESIDENTIAL UNITS (756 SF. INCREASE) 2. LEVEL 4M PARKING GARAGE(25,461 SF. REDUCTION) . ,:_.:0 ,2-.., ,_,., .-_,,-2-7., APPROVED LEVEL 04M FLOOR P RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE ce 20MAY 2015 'Actual Level 04M APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CLRiJLATION 6,7R4 SF 2,270 SP RESIDENTIAL 10,2435E 05F RETAIL OSF OSF PEDESTRIAN ACCESS 0SF 05F LOADING 05F 0SF GARDEN 05F 3,6535F PARKING 91,861 SF 05F BOH SERVICE 920 SF 05F Antit ' 41F =D`SE SUBTOTALS 110,224 SF 5,923 SF TOTAL AREA 116 147 SF APPROVED 5-20-2015 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL [DEVIATION 5.0335F 2270 SF RESIDENTIAL 10,999 SF 0 SF RETAIL 0SF 0SF PEDESTRIAN ACCESS 0SF 0SF LOADING 0SF 05F GARDEN 05F 0SF PARKING 66,400 SF 0SF BON/SERVICE 1,268 SF 0SF OFFICE 05F ''DSE SUBTOTALS 33,700 SF 2,270 SF TOTAL AREA 85,970 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLR NON FLR tiERT2At0ffi06LA' RESIDENTIAL 14,143 SF 05. RETAIL 0SF 0SF PEDESTRIAN ACCESS 0SF 05F LOADING 0SF 0SF GARDEN SF 0 SF PARKING 62,032 SF OSF BOH SERVICE 1,6165E 05F ORiCE'. 000 0SE SUBTOTALS 29,940 SF 3,480 SF TOTAL AREA 83,420 SF NOTES: 1. LEVEL 4 MEZZANINE 1 VERTICAL CIRCULATION (1,073 SF INCREASE) 2. LEVEL 4 MEZZANINE 1 RESIDENTIAL (3,144 SF INCREASE) Actual Level 04M ce VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH BOH / SERVICE AMENITIES 30 JANUARY 2019 OFFICE 'Approved Level 05 APPROVED AREA BREAKDOWN Peed PedesVlan Walkways rmentaal on tr 6�l arala6on Garden rN./Back of House Parking Garage SUBTOTALS FLP NON FLP 87,120 SF 10,960 SF 68,332 SF 175,550 SF 19,370 SF 2,175 SF 2,9655E 29,510 SF TOTAL AREA NOTE:ACTUALDESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE aetau Peaestnan Walkways R rmentaal ones arrden� °rTwanon Garden erNce8eack of House Parking Garage SUB TOTALS FLP 4,868 SF 66,279 SF 167,819 SF NON FLP 16,714 SF 2,175 SF 0 SF 18,889 SF TOTAL AREA 186,703 SF NOTES: 1. LEVEL 5 RETAIL (16,946 SF. REDUCTION) 2. EAST ELEVATION BUILDING MASSING RECONFIGURATION, REDUCING OVERALL FOOTPRINT 3. LEVEL 5 RESIDENTIAL UNITS (87 SF. INCREASE) 4. LEVEL 5 PARKING GARAGE (2,053 SF. REDUCTION) 5. LEVEL 5SERVICE / BACK OFHOUSE (16,097SF. INCREASE) APPROVED LEVEL 05 FLOOR P RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE ©o�p 20MAY 2015 Q Q 4.;�444TYr ? ITT Q Q 4 . op Q Q and fP' .I3. 6. WI ,_1 i, FT931f 26 286 340 u_ifi32Pfi0r4iap mp e P F. p QQ I_�— gee =e �-1� -- I r iao , e-1°ell =� i !Actual Level 05 APPROVED 3-15-2013 IMEMMEIMM L = _, 121( 87,1205E 05F 0SF 19370 SF mum�� PARKIN® -'®"® EIZIRMIZEIIMENEM IMEZ 200,060 SF III _I I I I APPROVED 5-20-2015 INIZ0MMIEM tmnmm 1k RETAIL 70,1745E WIMI PEDESTRIAN ACCESS 0 SF I 16 714 5F EMEIMEEMI=ZIMI GARDEN MTEM� PARKING ENIZEI=MI CBE NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CIRCULATION 5 0111111 RESIDENTIAL 14i RETAIL 2,0005E 05F PEDESTRIAN ACCESS 0SF 10 036 SF LOADING 05F 05F GARDEN 0SF 16,840 SF PARKING 76,595 SF 0 SF SOH SERVICE 17,2075E 05F SUBTOTALS 155,058 SF 30,755 SF TOTAL AREA 185,814 SF NOTES: 1. LEVEL 5 VERTICAL CIRCULATION (2,056 SF INCREASE) 2. LEVEL 5 RESIDENTIAL (3,270 SF INCREASE) 3. LEVEL 5 RETAIL (68,174 SF DECREASE) 4. LEVEL 5 PEDESTRIAN ACCESS (6,278 SF DECREASE) 5. LEVEL 5 GARDEN (16,840 SF INCREASE) 6. LEVEL 5 PARKING GARAGE (10,316 SF INCREASE) 7. LEVEL 5 BOH/SERVICE (1,373 SF DECREASE) Actual Level 05 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE ce -6F2 30 JANUARY 2019 n ul�F —I—A I t I I \ ___J_S,Ormm I56 PEAKING SPACES e 'Approved Level 05M1 APPROVED AREA BREAKDOWN NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE F/k NONF/k TYPE F/k NONF/k Residential Units Vertical Circulation Garden Service/Back, House Parking Garage 0 SF 102,687 SF 2,270 SF 3,653 SF SUBTOTALS 110,220 SF 5,923 SF TOTAL AREA 116,143 SF Re sidential Units Vertical Circulation Garden Service/Back of House Parking Garage 10,912 SF 2,828 SF 1,311 SF 66,0510 SF 2,270 0SF oF SUB TOTALS 111,091 SF 2,270 SF TOTAL AREA 83,361 SF 3V�P ZTA' 30LLr 25'A H±t I I I I 1- -I -- I I I I _ _L_1_ NOTES: 1. NEW OF LEVEL 5M 1 RESIDENTIAL UNITS (10,912 SF.) 2. LEVEL 5M 1 PARKING GARAGE (36,040 SF. REDUCTION) APPROVED LEVEL 05M1 FLOOR P RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE `F �s. 20MAY 2015 0 0 YOC) 00 QQ OOQQQQYC CEO 'Actual Level 05M1 APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLP NON F LP VERTICAL CIRCULATION 6,889 SF 2,270 SF RESIDENTIAL 0SF 0SF RETAIL 05F 0SF PEDESTRIAN ACCESS 0SF 0 SF LOADING 051 0SF GARDEN 0 SS, 3,653 SF PARKING 102,687 5F 1 0 SF BOH/SERVICE 644 SF 0SF OFFICE 0SF 0SF SUBTOTALS 110,220 SF 5,923 SF TOTAL AREA 116 143 SF APPROVED 5-20-2015 AREA BREAKDOWN TYPE FLR NON VERTICAL CIRCULATION 2,828 SF FLR 2,2705F RESIDENTIAL 109125F 0 SF RETAIL 05F 0SF PEDESTRIAN ACCESS 0 SF 0SF LOADING 05F 0SF GARDEN SF 0 SF PARKING 66,040 s F 0SF BOH / SERVICE 1,311 SF 0 SF OFFICE 0SF OSF SUBTOTALS 61,091 SF 2,270 SF TOTAL AREA 83,361 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CIRCULATION 3,5MIWIR RESIDENTIAL 14,1435E 0SF RETAIL 0SF 0SF PEDESTRIAN ACCESS 0SF 0SF LOADING 05F 05F GARDEN 0SF SF PARKING 76, s 00 SF BOH SERVICE 2,260 SF 0SF OFFIOE SUBTOTALS 133,381 SF 3,480 SF TOTAL AREA 136,661 SF NOTES: 1. LEVEL 5 MEZZANINE 2. LEVEL 5 MEZZANINE 2. LEVEL 5 MEZZANINE 3. LEVEL 5 MEZZANINE 4. LEVEL 5 MEZZANINE 1 VERTICAL CIRCULATION (1,882 SF INCREASE) 1 RESIDENTIAL UNITS (3,231 SF INCREASE) 1 PARKING GARAGE (10,328 SF INCREASE) 1 BOH/SERVICE (949 SF INCREASE) 1 OFFICE (38,200 SF INCREASE) Actual Level 05M1 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE Z J ce W 30 JANUARY 2019 30+0" .. 30,0" Biel KOREA, LPN I7r_ I _ — I I I I ry I If \- iLJi I \ I Im 1 I 1 —L \ I— _ I I— I 9 142 PIE INGSP PS "_ - —I ttume 'Approved Level 05M1 AREA BREAKDOWN Verrtcal Circulation 0 SF 0 SF Service of House 0 SF Parking Garage 0 SF SUBTOTALS 0 SF 0 SF TOTAL AREA 0 SF NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE NEW VerticalCirculatFLP ion2,2705E Ice /Back of House Parking Garage SUB TOTALS 92,510 SF 2,270 SF TOTAL AREA 94,700 SF S I I ^ I �I mfS NOTES: 1. NEW LEVEL 5M2 (98,065 SF.) 2. NEW LEVEL 5M2 PARKING GARAGE (62,973 SF.) 3. PARKING GARAGE BUILDING HEIGHT 267' NGVD (16' REDUCTION) 4. SIMPLIFICATION AND INTEGRATION OF CANOPY DESIGN TO PROVIDE BETTER ATRIUM MALL WEATHER PROTECTION SUPPORTED ON BUNDLED COLUMNS APPROVED_ LEVEL 05M2 FLOOR P .211 RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING ...111 GARDEN PARKING BOH / SERVICE AMENITIES OFFICE -e; �G. �.J 20MAY 2015 !Actual Level 05M2 APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FLR 0 SF , e a'$F 0 SF RETAIL 05F 05F PEDESTRIAN ACCESS 0 5F 0 5F LOADING 05F 05F GARDEN 0 SF 0 SF PARKING 05F 05F BOB SERVICE 0 SF 0 SF l OSE SUBTOTALS OSF OSF TOTAL AREA 0SF APPROVED 5-20-2015 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CIRCULATION - RESIDENTIAL RETAIL 05F 0SF PEDESTRIAN ACCESS 0 sr 05F LOADING 0 SF 05F GARDEN 0SF 05F PARKING 62,973 SF OSF BOH / SERVICE 26,985 SF 0 SF SUBTOTALS 10SF 270 SF TOTAL AREA 90,780 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 MMBMWMMEM IMZ=� PEDESTRIAN ACCESS '® '® ��� =UMW I® NOTES: 1. LEVEL 5 MEZZANINE 2 2. LEVEL 5 MEZZANINE 2 3. LEVEL 5 MEZZANINE 2 4. LEVEL5 MEZZANINE 2 5. LEVEL 5 MEZZANINE 2 VERTICAL CIRCULATION (2,158 SF INCREASE) RESIDENTIAL (2,023 SF INCREASE) PARKING GARAGE (8,188 SF INCREASE) BOHISERVICE (15,758 SF DECREASE) OFFICE (38,593 SF INCREASE) Actual Level 05M2 VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE cc t n PLC 30 JANUARY 2019 � _We _ 9_• 1 30 m -a�.If 25-0' Z i.1a 1dd� 2Y8 2f6'� 7H6' 4SS 8b13a IT�� 3P-0• 34V� 3T-0' % Ja0' rt. 3a-0• 1`ral•'a�1,'r'`'.il®.f)l'y'-l»l '��l t.�f'..''Y.48'-il 1 %ml .....1.) �l ml i1 _ _III _ I _ _ KOPEKII lArt 'Approved Amenity Floor APPROVED AREA BREAKDOWN eePmFLP oNFR ennalUrAs sVert cal Orculat on 18,640 SF TOTAL AREA TM' r goio. —1 —1— 1 1 NOTE: ACTUAL DESIGN WITHIN APPROVED ENVELOPE ACTUAL AREA BREAKDOWN TYPE FLP eesdoNFR eanalUnas SUB TOTALS 500,096 SF TOTAL AREA 500,096 SF — 1 — — 1 1 1 NOTES: 1. NEW AMENITY FLOOR RESIDENTIAL UNITS VILLAS RELOCATED FROM GARAGE NORTH FACADE 2. AMENITY FLOOR RESIDENTIAL UNITS (57,017 SF. INCREASE) 3. AMENITY FLOOR AMENITIES (835 SF. INCREASE) 4. RESIDENTIAL EAST TOWER ADDED ONE LEVEL OF RESIDENTIAL UNITS (13 LEVELS) REVISED LENGTH OF TOWER IS 272.-6" (10' REDUCTION) REDUCED BUILDING HEIGHT 267' NGVD (14' REDUCTION) 5. RESIDENTIAL WEST TOWER REMOVED TWO LEVELS OF RESIDENTIAL UNITS (10 LEVELS) REVISED LENGTH OF TOWER IS 221'-6" (41' REDUCTION) REDUCED BUILDING HEIGHT 247' NGVD (34' REDUCTION) l L — L 1 I APPROVED RESIDENTIAL AMENITIES FLOOR P I I I I II I' RESIDENTIAL - RETAIL - PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE A ©0 0 20MAY 2015 0 o Q0� oo Qo oQQQQQQQoo P W P � P. 1 ,4o.f II. 'II' n R EAST TOWS -�-II ` 1 717 -T-7— —r T-T-T-ITI I 'Actual Amenity Floor APPROVED 3-15-2013 AREA BREAKDOWN TYPE FLR NON FLR VERTICALCIRaJ RESIDENTIAL 410 136 SF 05F' RETAIL 0SF 0SF PEDESTRIAN ACCESS 0 SF D SF LOADING DSF 05F GARDEN 0SF OSF PARKING OSF 05F B0H SERVICE 05F 05F ' DSF 05F SUBTOTALS 431,2265F OSF TOTAL AREA 431 226 SF APPROVED 5-20-2015 AREA BREAKDOWN TYPE FLR NON FLR VERTICAL CIRCULATION RESIDENTIAL 4671535E 0SF RETAIL OSF 05F - PEDESTRIAN ACCESS 0 SF 0 SF LOADING 05F DSF GARDEN 05F 0SF PARNNG 05F 0SF BON/SERVICE 05F 05F OSF ;05F SUBTOTALS 500,0965F OSF TOTAL AREA 500 096 SF NOTE: ACTUAL DESIGN WITHIN APPROVED TOTAL ENVELOPE ACTUAL 10-3-2018 AREA BREAKDOWN TYPE FLR NON FLR ENTIAL 487,275SF RETAIL 05F 05F PEDESTRIAN ACCESS 0 SF 0 SF LOADING 0 sF 0 SF GARDEN OSF OSF PARKING 0SF 05F BOH/SERVICE OSF 05F OEFLE:EI 0.SF OSF SUBTOTALS 523,307 SF OSF TOTAL AREA 523,307 SF 0 ? 4.0 0 00,..0 ,..-0 ED 0wm0 ty, ffr T RETAIL POOF RETAIL ROOF —34y- T- T-T-T- T -T NOTES: 1. AMENITY LEVEL VERTICAL CIRCULATION (11,330 SF INCREASE) 2. AMENITY LEVEL RESIDENTIAL (77,139 SF INCREASE) 2. AMENITY LEVEL AMENITIES (3,612 SF INCREASE) r Actual Amenity Level VERTICAL CIRCULATION RESIDENTIAL RETAIL PEDESTRIAN ACCESS LOADING GARDEN PARKING BOH / SERVICE AMENITIES OFFICE 3 0 Q J ce W ce �IJ 26 OCTOBER 2018 GENERAL NOTE: 1. FOR PAVING MATERIALS, ALL PAVING MATERIALS USED SHALL HAVE A MINIMUM SOLAR REFLECTANCE AS SPECIFIED IN SECTIONS 3.13.2.D WHEN TESTED IN ACCORDANCE WITH ASTM E903 OR ASTM E1918. 2. 20% OF ALL PARKING SPACES MUST BE EV CAPABLE. 53'-0' FRONT DE ELEVATED PEE. ME. EE OT TO EXO EIGHT 0 OPERABLE — SEMI SCREENED DROPEOFF AREA "rtai'c iiiiiliii�����i1ir DELIVERIES • RESIDENTIAL LOBBY LOBBY ELEE 0'-0" F SIDE SETB 7;.90' REAR SETBACK 230'-10' SETBAC, 159.15' ^n paN P E r Es AMENITIES PEEVES ELEE ii1i=i l l 9 �uniuil■ ir■ILIIMMALKM F GARAGE FACADE ABOVE SETBACK REQUIRED EL0I14 LAYER FIRST LAYER ONT SETBACK SCALE'. 1'. 50 REVISION 5 MAY 21, 2024 —L1 ®ry LOBBY CROP OFF .1. 4'-0"110'-0"NGE/D) SEMI SCREENED DROP-OFF AREA XI IN `ILP DELIVERIES MAIL RESIDENTIAL FRONT DESK LOBBY NJL LOBBY ELEV T4'-0'(10_O"NGVD) NW N RIVER DR RIVER LANDING PHASE 1 ATRIUM N RIVER DRIVE PARKING 21 TOTAL PARKNG SPACES 7 4'-0"(10'-0"NGVD) 7 1 n 2 3 4- 5 6 7 FIRE COMMAY RM. kl ELEVATED PLAZA \ AMENITIES AMENITIES ELEV 4'-0" (10'-0" NGVD) SCALE'. 1/32" REVISION 5 MAY 21, 2024 BBL R=25' It R=1R Q4' SED RIVER DISTRICT GREEN BEFEB TO LANDSCAPE CONCEPT PACKAGE FOB DESIGN icy AIIIIIIIII RESIDENTIAL LOBBY BELOW II III II IIIIIII iI MONT DES r SIDE SETBACK 73.90' REAR SETBACK r SPE SETBACK ALLEY 159.15' FME COMMAND PM ED VISITOR -CONTR 1t GATE r=-T VEHICLE BARRIER AMENITIES (� BELOW NW N RIVER DR CL RESIDEN GATE SIDE E RE 9G TBACK REQUIRED / THIRD LAYE� 3EOONR LAYER FIRST LAYER 10'-0' ONT SETBACK Ty �a3 Vv, 2ND LEVEL FLOOR PLAN SCALE'. 1:50 � u O REVISION 5 MAY 21, 2024 r SIDE SETB, 7 i NOTE: 20% OF ALL PARKING SPACES MUST BE EV CAPABLE. REAR SETBACK IgE,ETBSc, 1'59.15' NW N RIVER DR _SIDE ABOVE 8 STORY 9G SIDE SETBACK REQUIRED LAYER Z. FIRST LAYER 10-0' ONT SETBACK 3RD LEVEL FLOOR PLAN SCALE'. 1:50 REVISION 5 MAY 21, 2024 35'-1" ST'1GR GA '/ E 414.801 NW N RIVER DR RIVER LANDING PHASE 1 ATRIUM ALP UP-5.L%SL. THIRD FLOOR PARKING LVL 60 TOTAL PARKING SPACES 222'-4 12 13 14 ENLARGED 3RD LEVEL FLOOR PLAN SCALE'. 1/32" o u u REVISION 5 MAY 21, 2024 BBL R=25' R=18.94' 35'-1" 111411111111111 IIIII1 414.80' r SIDE SETBACK 73.90' NOTE: 20% OF ALL PARKING SPACES MUST BE EV CAPABLE. REAR SETBACK ALLEY 222'-4" IDE,ETBSE _SIDE 159.15' ABOVE 8 STORY NW N RIVER DR SIDE SETBACK REODIRED THIRD LAYER SECOND LAYER FIRST LAYER 10'-0' VONT SETBACK 19 0 4TH THROUGH 7TH LEVEL TYPICAL FLOOR PLAN SCALE'. 1:50 REVISION 5 MAY 21, 2024 BBL R=25' R=18.94' F SIDE SETBACK 73.90' L NOTE: 20% OF ALL PARKING SPACES MUST BE EV CAPABLE. BEAR SETBACK ALLEY 8TH FLO A PARKING LUL 55 TOTAL PARKING SPACES / NsR41,114713 x�L °PENS T 414.80' 222'-4" 19'- " 9G SIDE SETBACK BEOOIBED THIRD LAYER SECOND LAYER FIRST LAYER 10'-0' FRONT SETBACK NW N RIVER DR 8TH LEVEL FLOOR PLAN SCALE'. 1:50 43 REVISION 5 MAY 21, 2024 TOWNHOUSEVOLUME MID RISE BUILDING BBL R=25' R=18.94' T SIDE SETBACK 73.90' REAR SETBACK ALLEY —5IO,E KETB,FE 159.15' REFER TO LANDSCAPE DRAWINGS FOR PEL DECK DESIGN. «V l J` /1001001001001001 (OB 000f001001001 —SID ABOVE 8 STORY 0010010010Y0ft0ft 0010010010010ft0fr POOL 414.80' J 222'-4" NW N RIVER DR GENERAL NOTE: 1. ALL ROOF EXTERIOR SURFACES AND BUILDING MATERIALS USED TO COMPLY WITH THIS SECTION, SHALL HAVE A MINIMUM SOLAR REFLECTANCE AS DEFINED IN SECTION 3.12.2.0 AND 3.13.2.D. 2. ALL PAVING SURFACE MATERIALS SHALL HAVE A MINIMUM SOLAR REFLECTANCE AS SPECIFIED IN SECTIONS 3.13.2.D. 3. LOW -SLOPED ROOFS CONSTRUCTED AS PART OF A NEW BUILDING SHALL UTILIZE ROOFING PRODUCTS THAT MEET OR EXCEED AN INITIAL REFLECTANCE VALUE OF 0.72 OR A THREE-YEAR INSTALLED REFLECTANCE VALUE OF 0.5 AS DETERMINED BY THE COOL ROOF RATING COUNCIL OR BY ENERGY STAR. 2-4 9G 0.0 SIDE SETBACK REOUIRED THIRD LAYER SECOND LAYER o FIRST LAYER ONT SETBACK k 19 " 9TH LEVEL FLOOR PLAN SCALE'. 1:50 REVISION 5 MAY21, 2024 TOWNHOUSE VOLUME MID RISE BUILDING BBL R=25' R=18.94' 0-B Q F SIDE SETBACK 73.90' ICIE --SIDE 159.15' ABOVE 8 STORY NW N RIVER DR 9G SIDE SETBACK REQUIRED _ THIRD LAYER SECOND LAYER FIRST LAYER 113-0' F ONT SETBACK 10TH-26TH LEVEL TYPICAL FLOOR PLANPLAN w L •' w i K r SCALE'. 1'.50 REVISION 5 MAY 21, 2024 TOWNHOUSE VOLUME MID RISE BUILDING BBL R=25' R=18.941 F SIDE SETBACK 73.90' REAR SETBACK ALLEY CANOPY ROOF BELOW _S19E EDP PV 59.15' NW N RIVER DR _SIDE ABOVE 8 STORY SIDE SETBACK REQUIRED THIRD LAYER SECOND LAYER FIRST LAYER 10-0 ONT SETBACK 27TH LEVEL FLOOR PLAN SCALE'. 1:50 REVISION 5 MAY 21, 2024 / // O / PO^ / / / ROOF LINE BBL R=25' R=18.941 F SIDE SETBACK 73.90' REAR SETBACK ALLEY LIMI ED SECOND LEVEL AREAS OF PEN HOUSES FROM FLOOR BELOW. �IOE EETRA,K __SIDE 1159.15' ABOVE 8 STORY SIDE SETBACK REQUIRED THIRD LAYER YER FIRST LAYER 10-0 SECO 414.80' FONT SETBACK FIRST NW N RIVER DR 28TH LEVEL FLOOR PLAN SCALE'. 1:50 REVISION 5 MAY 21, 2024 BBL.R-25 R=18.94' SF UNITS BELOW 414.80'' F SIDE SETBACK 73.90' REAR SETBACK ALLEY IOE aPoPV 1159.15' NW N RIVER DR --SIDE ABOVE 8 STORY GENERAL NOTE: 1. ALL ROOF EXTERIOR SURFACES AND BUILDING MATERIALS USED TO COMPLY WITH THIS SECTION, SHALL HAVE A MINIMUM SOLAR REFLEC- TANCE AS DEFINED IN SECTION 3.12.2.0 AND 3.13.2.D. 3. LOW -SLOPED ROOFS CONSTRUCTED AS PART OF A NEW BUILDING SHALL UTILIZE ROOFING PRODUCTS THAT MEET OR EXCEED AN INITIAL REFLECTANCE VALUE OF 0.72 OR A THREE-YEAR INSTALLED REFLEC- TANCE VALUE OF 0.5 AS DETERMINED BY THE COOL ROOF RATING COUNCIL OR BY ENERGY STAR. 9G o-o SIDE SETBACK REQUIRED THIRD LAYER ECOND LAYER FIRST LAYER 10-0 ONT SETBACK TOWER ROOF FLOOR PLAN LL L >: r �0 SCALE'. 1:50 REVISION 5 MAY 21, 2024 D-0 Building Elevations & Sections D-1F: Approved North Elevation D-1F2: Actual D-2F: Approved D-2F2: Actual D-3F: Approved D-3F2: Actual D-4: Approved D-4F: Actual D-5F: Approved D-5F2: Actual D-6: Approved South Elevation Rendered Perspective D-6F: Actual D-7: Approved Riverwalk Perspective D-7F: Actual D-8F: Approved North River Drive Perspective D-8F2: Actual D-9F: Approved East Perspective D-9F2: Actual D-10: Approved Enlarged North Elevation D-10F: Actual D-11: Enlarged South Elevation D-11F: Actual D-12: Materials Baord D-12F: Actual D-13F: Approved Longitudinal Section D-13F2: Actual BE© APPROVED NORTH ELEV _s_ratIAL K1,LEva $ 74.-- _a I $ -$—:-- -$4,V-''' . 1.191466''004112.11MY IN=ME EMMEN= INEMEIMMEM DAMMEMEN Pt, WIC= seaMIME • ' Mill"..1..11 iuuuluuuuiuluuuui mmElmmi- mmmmmmmmmmmmmmmmmmmmmmmmmmmm LI CI T I I rt I INEMNININURIMERNIMINNip g• PripliVERIPPIOPIEN114111 NA sill :huh am: $ ratitItZt, z ce 20 MAY 2015 ACTUAL NORTH EL Min - "--; aam 792. =u„os- LEVEL 7 °a3 s PIP LEVEL =s LEVEL 01 m ,ti „Ps i RIVER LANDING Lu I r -ter LJ�I I pp _y�u �;,P 4,11, !I, I11111 �u _ "� ,... ...... nnnE. ' �iii� 1 ,[y �/y���y{1� �wi — 1Allm1■■111� 11 CO d ' „ u1I1f111O."`'"11111 1111 p1111111.�"aIF' t�lrl�. Irpr IF 11. � lei'' e�, a aJi iw T ,rlfi��71.r. - /1�t :err le no l 1,1,, ...IL■aaa�1111..,,11iaaaii'.A �E�a r=E�,t�c,��., �. �ltill�_.=_.. la BULKHEAD SLAB; WEST WEST LOWER ROOF=A0 LEVEL 20• WEST i20a:: LEVEL,a.WEST sy s ` .s+ Of FICE• LEVEL 05 ,gas LEVELOf FICE s EV:a'S �IIL •illd- - 30 JANUARY 2019 APPROVED SOUTH ELEV 111...t,. !MIL. Ara".....frI !"s 01110000 ■ P • • • • EnTammogrwmpmmtirriffrim rrnmnrrnarrrnmmmnrnmmrrn g mmm m=lml l To= • ®:c 1 LI1 1 !o au.®= w.ewla MIN I fri■i''1HI lii[ii "Ilil 1 11111111 1■1 IM1 1111 t..�1.■111 L ..!,..111.....1 1 �IIIIImIIIIIIIIIhP maw, 7 ■11r1■IIII ■IY.•P.^" r1A' 141rr .:.'"�I� ��'" " + +IlIIhal:aaim rum Ihb 'II .•I 1 Is1111'fPMFIlipwlr411.,r«IrlliytaI3 $ 74;14,6", v`.1.i'Iil•,r,Gri1101114pjl■F.'211,. ., Z J ce W F 20 MAY 2015 ACTUAL SOUTH ELEV 8=8E.SUB -WEST OWER WEETT v @WVERROOF LEVEL R9:0, r r VEL W. WEOTTOWER _ L_WE@T OWER 1 J 11, I' 'J i , 1 11 1 �'' ,a111111 J 11W1111141 wE. nor 1rN 1� J�1�11IfT�,I�JJ„�I, ! lJ1�111ff4,IJJ»1'I J JJ 14 4�rlJJ r,IJ, +-JJ 111 �J,m,IJ1 J)1�111��J�J, i.0 BULKHEAD SLAB -EAU EAST TOWERRWFLEVEL s - a1s 256-7. LEVELi6s - — NS.B' 2WE`Tb LEVEL,ds "a.s LT. IN EVE „9 JJ1�4IfTS,-IJJ1,-, LEVEL 10 — JJJ��11�1M1! 0111111,17, CO LEVEL 08 LEVEL OD L 1 1 LEVEL W(W'W@RL) 71JF7774 1m1 - ENERR EBRW N w �iw v 11f1i1i! l 11-11 I AM 111111111'111111111111■I1111r1^ 111i1111Elill1111111,1111.1111=11 '11111111111 i11111111111.iIIIe11111111e1udeflls1111111•11 I111111111.1111lIIII1111.■I IIII81I 11111nr1Eu11111■IIM0I111I11111 !rir IMMINI1F111a1 1-E IM1111 IP ISr11lralEIMPriIIIIIII �ILF 'H !1 ISEa: leer,Ir,imF::.11ilieeiilslis taPEile■iemme,:4; I!IniL!" ill Mi, F 1- / .� 311° y1 RIVER LANDING i.O. BULKHEAD MAI, EAST � Ps EAST ER ROOFLE EL s 09108 MS-@ `` ps `11 00 LEVEL 071172 -- EYENttEULL�WNGLEVEL � REiNL' LEVELWNE Epp -- LEVEL OE NEE711 11 LEVEL Ea. LEVEL 08ME-6;1,11:. IU Ic: 1.,1,1✓iJ��r�f��'11�1,jGEi"' ';' 1,1,I��I�� ITRe,':�1,1,,,,,��U•'-'FtlnpFw�!•• • au L .i.. �If imiow .- ,. .. Hit.:., O LEVEL O1NEIIANREE LEVEL 01NEIIMNIIE n 30 JANUARY 2019 I 111 J Mk km V?: Mk IV IIi.iiIL 1. 11.111641111111h WA% MI DEEM IMNIE,611111-411101,-- - L-- 11E11=11. - L-11111111111. 1111111%.-.1.111111---1--1111111N-:-.1=11.-- L-- . . 1111111141111111-- "---1116111111W111.1% . 111•111.---.111k.-41111 --IIMMIK-.,-.11111111P-- • -A11111•11 . 1111111114111111i---i--11111111K-A411111P .1111111111•1 . . IMIP.-.-.-11110:-.4111r.--J---811111111%-.41111*---L-11•111111 . I 1, momumin 11111 11 EMMEN! MISUSE MIMI • MEM MIME E EEEMEMMEMEEMt OMTIEMMIUMMEMMIEMIFIMMELT N Mid iMI MEOW • MEMMI 1 •9 !MEM MENNEJWIE•1117 .144.SMEMMY MENEM :VOW MMMMM m momms JEEMEMIL : V • .0v11410" - IP MMMM ..„A4111. - -0-MAAM%--- IMM 11 7 APPROVED EAST / WEST ELEV $ s cc cc 20 MAY 2015 i�t■■ 111111111!!" 911111 j y.yIllllllliii uW���l�'1itJl LTIls 74-u,W141,54-ITTIWP2,4T4' 14W1,-4 1 1-WA IME1117,91LIIIIOns 051.1717162 LEVEL SO! 0111. —K.. pe v� Z14 "Tom; TICT4717;;11--717,7-k_- rnm� �nm T �nm n rn nTnrnn R ,n „I �� rminrmm��m�n_o i �I �_uni �n_imn ,TR T n r2ol r r k-W-1'r 7 ACTUAL EAST / WEST ELEV lava I •inriiii®i■■■u mom imu■■;I !__MIIIIIIIIIII MIILHARI MLN'JJII!JIIyMJIMIIIJ'J' `I__R:lIIIIIII IMIrINJRNILSLYILThWUUTAIW JIIRN° IIn A�'in ,■i■.■r■■ i u 1 miii ■IIIIIIII II' oui i h i� II I — ni■�.:::I1 I I I Inunm11I111.l1nm I�rn7 1 •m rnoi■uI II _ �IIIN 21T� 1 , T1 J ❑■ 1 j -- Al _,u r i 1 1 !fin■■■pi 'lflf8i .„ 1111 l 1111 I � ■uVMIIWLiN,II l ■ Alain - �IdIIII�IIir 1 n "_'��r""illIIIII IIItUJIM! J 1 o 11�►�' IIusamEmmumman ' I �♦hli,1,iil;,,1,;,�1,/.i1,;%�I;,i I,��l' JI7�1°1�I,h'i1 o--, lI111I1llMIn.'QiI I1p,; QIp,,, -� :WE 1 ,If�,j1��l) P,ql�I%4 ■■U =■Mr Innnn ■ I■■n 1 _!1 Human ■ ■ ■ ■ _ 1M '° z,L 1IiF rs ilf*1 di di TOMERROCIFY HIP i1 114731). — L- -L- --LEVEL I3 I 0 30 JANUARY 2019 IIIkIIIIlIIiIEIIIIIIIII�I�I��1 �i ��a��qy ii Lp9[[ 77.ur I i _ I�Ilu 3§Y1i1:44 I I 1 in nmun N hlll :I+I _ I WIIIII III L4uU1; r r FACADE AREA 54559 - OPEN AREAS (2508 + 868) = 51 183 7478 3782 I I 1496 III I I I III III 4575 3750 6997 1904 1920 2245 (Glass Covered Area = 34147) + (14 Windows @ 125) = 35897 35897 /51183 =.70 70% Glass Elm ®- J FACADE AREA 33987 APPROVED FACADE GLASS PERCENTAGE CALCULATI re� FACADE AREA 37539 6161 4119 4549 1344 750 1882 1824 3732 (Glass Covered Area = 13925) + (14 Windows @ 125) (Glass Covered Area = 24361) + (4 Windows @ 125) = 15800 = 24861 15800 / 33987 = .46 46% Glass 24861 / 37539 =.66 66% Glass Overall Calculations Facade Area = 122709 lass Covered Area = 76558 76558/ 122709 = .62 62% Glass B oz3 20 MAY 2015 RIVER LANDING s °Ps -- Ilf�lllll �1• ' 1D1111G --' 111ii1�k1111f=„ �111111111■Im�1PIMP EM IE'.�111i1 1 •••I 11 ,� . , L',rl, ,. 1 = .ilk.-r.... .II1 ., ��.IWI iu!'. SOUTH ELEVATION FACADE AREA = 40,274 SF 11,321 SF 3,039 SF GLAZING COVERAGE = 16,112 SF 16,112 140,274 = .40 40% GLAZING LEVEL 1 GLAZING COVERAGE - 3,843 SF 4,257 / 5,760 =.74 74% GLAZING 1,762 SF IIINIMASVENERIARLSKINERNI WEAR �' 1 -s. �aIvum1w�F.r.! p - 11 :,®. IF'olos ll it mnnnm am .,:..,A11691mwyS111® r , D1°;I 1C., k,d,.. -.., . i� 'gal IIIIII II, ".9mi IIII;I r' sti IIIIIIII k..1M IIIII �10 .., „., pns, ., EAST ELEVATION FACADE AREA = 36,340 SF 05 SF 649 SF SF GLAZING COVERAGE = 2,267 SF 2,267 / 36,340 = 0.06 6% GLAZING LEVEL 1 GLAZING COVERAGE = 2,411 SF 1,200 / 5,325 =.34 34% GLAZING OVERALL CALCULATIONS: FACADE AREA = 115,299 SF GLAZING COVERAGE = 33,941 SF 33,941 / 115,299 = 0.29 29% GLAZING LEVEL 1 CALCULATIONS: FACADE AREA =16,755 SF GLAZING COVERAGE = 8,441 SF 8,441 / 16,755 = 0.50 50% GLAZING ACTUAL FACADE GLASS PERCENTAGE CALCULAT my imuari i111Ip/ " !9, INIp/ '/PuIIII IIT2rA i11r1E"uIv 11ar1iiiiuilmoniwilin ill il6i r; Iri1'�' I:,�111111-.1 atm NORTH ELEVATION FACADE AREA = 38,685 SF 11,028 SF 2,123 SF 1,897 SF 835 SF OVERALL GLAZING COVERAGE = 15,562 SF 15,562 / 38,685 = 0.40 40% GLAZING LEVEL 1 GLAZING COVERAGE = 2,411 SF 2,98415,670 =.53 53% GLAZING F 30 JANUARY 2019 APPROVED PERSPECTIVE FROM MIAM 20 MAY 2015 ACTUAL PERSPECTIVE FROM MIAM CI Z J ce W ce 30 JANUARY 2019 APPROVED SOUTH ELEVATION / RENDERED PERSPECT niC=17-1116 mg inn wpm � rr__111111 rNI w �G� 1E= Al ■ Iflf'I I� iHfl 11 F' - 1 U II molorintil South Elevation / Perspective B000 20 MAY 2015 Actual South Elevation 1 Perspective ACTUAL SOUTH ELEVATION / RENDERED PERSPECT D F 2JQ0OABMR 2018 2 I Riverwalk Perspective APPROVED RIVERWALK PERSPECT BET 20 MAY 2015 ACTUAL RIVERWALK PERSPECT 0 z Q J cc w cc F 30 JANUARY 2019 APPROVED RIVER DRIVE PERSP 20 MAY 2015 ACTUAL RIVER DRIVE PERSP k=o 30 JANUARY 2019 APPROVED EAST PERSP z -J I.L `W ce 20 MAY 2015 ACTUAL EAST PERSP . 1,1 11 4 :4 ill Z W 30 JANUARY 2019 GARAGE SCREENING (SEE SHEET F-5) GARAGE SCREENING (SEE SHEET F-5) EXTENSIVE GREENERY ALUMINUM WINDOW WALL SYSTEM. GLASS: EVERGREEN, FINISH: SILVER GLASS RAILING SYSTEM. GLASS:CLEAR, FINISH: SILVER RETAIL FRONTAGE AS PER STOREFRONT DESIGN STANDARDS North Elevation I Keyplan APPROVED ENLARGED NORTH ELEVATI TOP OF SLAB 114'-0" TOP OF SLAB 110'-0" TOP OF SLAB TOP OF SLAB 85'-0" TOP OF SLAB TOP OF SLAB TOP OF SLAB TOP OF SLAB 35'-0" AL TOP OF SLAB 24'-0" TOP OF SLAB (ATRIUM) 10'-0" (NGVD) 0 20 MAY 2015 PRE -FABRICATED MODULAR ALUMINUM PANEL SYSTEM - WHITE ALUMINUM & GLASS CURTAIN WALL SYSTEM PRE -FABRICATED MODULAR ALUMINUM PANEL SYSTEM - CHARCOAL GREY 1. �11TtI1_III- J'1j�— T 1 1 1 1 1 1111 1 1 11111 111 11 1 111LCI1i I I 1.1 Y):7--7110) ,1►�t��1►.it�1� ,its►� o , t►► i'' t�l Ilili 1„ �11 1 j1t ir\I`',� i�i� i; �flr�ii,l j1� 11 i Ylrii 1 Aria amid;.:.9 �►�IWla II Oe_ RESIDENTIAL GLAZING - LIGHT GREY TINTED GLAZING, LIGHT GREY ALUMINUM FRAME I 11 111 1 ACTUAL ENLARGED NORTH ELEVAT LEVEL 06 AMENITY 4-\ 149' - 0' \l OFFICE - LEVEL 05 MEZZANINE 2Am 137 0" V OFFICE - LEVEL 05 MEZZANINE 1 Auk 123 6' LEVEL 05 110'-0" LEVEL 04_4co LEVEL 03Aukh 66' - 0" LEVEL 02 LEVEL 01 11'-0" RETAIL LEVEL STREET LEVEL 49 aa^ F 30 JANUARY 2019 FACADE SCREEN MATERIAL AS PER DESIGN REFERENCE GARAGE WALL FINISHED IN PRECAST CONCRETE PANELS PER DESIGN STANDARDS FACADE MATERIAL AS PER DESIGN REFERENCE FACADE MATERIAL AS PER DESIGN REFERENCE RETAIL FRONTAGE AS PER STOREFRONT DESIGN STANDARDS filliglIV4111. loll L 111111/11111111 �,�� (• Qj I South Elevation ALE:1"=a' 2 I South Elevation Keyplan SCALE. NTS (TO CENTERLINE OF DOORS) RETAIL FRONTAGE AS PER STOREFRONT DESIGN STANDARDS (TO CENTERLINE OF DOORS) RETAIL FRONTAGE AS PER STOREFRONT DESIGN STANDARDS APPROVED ENLARGED SOUTH ELEVATI STOREFRONT GLASS AS PER DESIGN STANDARDS PRECAST CONCRETE PANELS 4 TOP OF SLAB (02) 35'-0" (NGVD) TOP OF SLAB (ATRIUM) 10'-0" (NGVD) 4 TOP OF SLAB (02) 35'-0" (NGVD) TOP OF SLAB (ATRIUM) 10'-0" (NGVD) 20 MAY 2015 PRE -FABRICATED MODULAR ALUM. PANEL SYSTEM VERTICAL RAKED STUCCO PATTERN ALUMINUM & GLASS CURTAIN WALL SYSTEM -tiff( ALUMINUM & GLASS STOREFRONT SYSTEM (PER STOREFRONT DESIGN STANDARDS 1. SOUTH ELEVATION NO SCALE 2. SOUTH ELEVATION NO SCALE 1. 2. I// iik`gre _ ,. ■■1 -.ail I METAL PANEL AS PER STANDARD STOREFRONT SYSTEM ALUMINUM & GLASS STOREFRONT SYSTEM (PER STOREFRONT DESIGN STANDARDS 1■■l�l ��.'. 1♦116I1I10 PRECAST CONCRETE PANEL - CHARCOAL GREY ACTUAL ENLARAGED SOUTH ELEVAT LEVEL 024ak 44' - 0' LEVEL 01 MEZZANINE 2 33' - 0' LEVEL 01 MEZZANINE 1 22' - 0' — LEVEL 01 11'-0'� STREET LEVEL 6' - 6' LEVEL 02 Au 44'-0'v LEVEL 01 MEZZANINE 2 33'-0'� LEVEL 01 MEZZANINE 1 22'-0'� LEVEL 01 AL 11'-0' STREET LEVEL t� 6' -6' J cc W 13o6 F 30 JANUARY 2019 STUCCO -WHITE PRECAST CONCRETE PANEL MECHANICAL LOUVERED ENCLOSURE Architectural Materials 71.1.111 JTAL SCREENS IHardscape Materials APPROVED MATERIALS BO PRECAST CONCREFE WITH COQUINA AGGREGATE 51. 'N • - • -'11.151-4,,-,v----4Alast4== 2-1-1-VileatitiVIATS% AMU SSA•4's:VSPAVISSZSSST.Walp WairSSESTSVSSISISSWASSA r/.f.,,.,...4.440.40197fidajamworoacshonews. n.,..4,1.:,,,,7,767AfSSFI-ISSISSII :A./42:4:e :::artsssais.s.s:ssgal 4 eA4 4. SP . 00 a! • i i Ai 9 Oft Cho tie !Mho gptatiV\VMO.4000009490641101 "EfeklechrgfaireglaSOMSCS rgtot.416‘,C.C4C00000011166g 1-..----& Als,.. .....,K.—..........,,,....,..,...... 2 20 MAY 2015 STUCCO - WHITE & GREY GLASS - CLEAR & TINTED .��� �! ��.►� �iPi ilk �'�:�� :4••ROII��II• r��� 1 il;�,Ce �.1; i27.Ctivrpt.•lir1 I%'•. 7fr' ��i= III► o'c I% �WAniv I/11 1 I. r1••♦II�• GARAGE SCREEN INSPIRATION - CUSTOM METAL PANEL, PAINTED WHITE ARCHITECTURAL MATERIALS & INSPIRATION PRECAST CONCRETE PANEL - THREE FORMLINER TYPES ALUMINUM SCREEN FOR MECH. ENCLOSURES - CHARCOAL GREY RIVERWALK RETAINING WALL INSPIRATION - CONCRETE & WOOD ELEMENTS RIVERWALK RETAINING WALL INSPIRATION - CONCRETE & WOOD ELEMENTS HARDSCAPE MATERIALS & INSPIRATION ACTUAL MATERIALS BOA RIVERWALK & RESIDENTIAL DRIVE AISLE CONCRETE PAVERS RIVERWALK FEATURE PAVING ELE SAFETY ZONE PAVING 2 F 30 JANUARY 2019 RESIDLNORLTOWER TOSIODITS PEDESTAL gl // RESIDENTIAL RESIDENTIAL TOWER I TOWER 2 POST TENS%N SOHkT&H STD A- Approved Longitudinal Section 7 Al IA I Kayplan FAT RETAIL RETAIL RETAIL RETAIL RETAIL SIN TID tURAL SxS1EY APPROVED SECTION DID NOT SHOW EGRESS STAIRS IN ATRIUM - APPROVED SOUTH ELEVATION D-2F SHOWS CORRECT ATRIUM. SEE DETAIL ON FOLLOWING PAGE TTST IFM. SVSIEN APPROVED LONGITUDINAL SECTION / LOADING DOCK SE RETAIL RETAIL RETAIL RETAIL RETAIL SIN LYL FOP OF STAB RTNLYLIOP OF SLAB 3A0 LVLSOP OF SLAB R 2ND LVLTOP OF SUB GRORNO LYL LORDING DOCK RLTAY/E IIT BuBGNABLLORDoxc DOCK IB-Approved Loading Dock Section Diagram Qz J re W re ICPOFBVb(OD 68'-0'IN�7f TC O5LANCOGS 4a.0^PRw01 TroaGLAS 'uix7 �ii-0�PK•tiPl� 20 MAY 2015 RESIDENTIAL 1DWEP PEDESTAL 12 STORIES 11 I I I ( 11 II I RESIDENTIAL TOWER 1 I®I VESIDLN,IAL N Lig BDDF-w ST �� I �lfl 91Mi % ooFDL ll• EAST E/ q 1 AMENITY DEC A -Actual Longitudinal Section 1111/11111 ' 111111/1 B 7 Al IA I Keyplan ACTUAL LONGITUDINAL SECTION / LOADING DOCK SECT RESIDENTIAL TOWER 2 �1fRlllf IIn s ■lllll!IINIIIl111I17 �1II1'!I I®II11111I fit RETAIL RETAIL RETAIL RETAIL RETAIL 11111111 RETAIL 1111I RETAIL 11111111 ® I 5TH LOLLOP OF SLAB ATH LVL TOP OF SLAB 311DLVl TOP OF SLAB 2ND LVLTOP OF SLAB IGROUNDLVL SUDGRADE LOADING DOCK IB-Actual Loading Dock Section Diagram B IPO F) inD-D'McvD(r roroF sus (o51, 110'-0"IN6UD)� - - roPasl.wt (o<(� 86'-O"BY6VD( TOPOF BLAB (0.1) 66'-0"(NGVO1� roPDF sue(oz(, aa'-0•(rvwDl� TOPOF 6IAB(ATRNM( ara''jrvovo(�% 30 JANUARY 2019 APPROVED LONGITUDINAL SECTION / LOADING DOCK SE 0 z Q J ce w ce 20 MAY 2015 ACTUAL ATRIUM ELEVATION ACTUAL LONGITUDINAL SECTION / LOADING DOCK SEC 0 Z Q J re w >N_ 30 JANUARY 2019 216, 2011141,1011 206, ors: ION K. 1034 TM FLOOR FLOM MIN MaiMVO MOEEL } II III III IIlf ■ I ■ ■ a a a a a 111 111 1' 1. III 111 11r Y4' �� III III Mn 11 III 11 IW III II 1 IHa''?}Y i-sn. a. uii . dli ..ilk' a IIII G ".:. 2iin�.iiILLa ra• :'" muiiun�Iwlllmimlll111 Inm 11 1111.m 1r1Iw nllf nu 1 II II 1 II III1i II..Ii I II..III1[Ir<a I--Ihh _li i II 1 1 11 1 � I__iI.!_II_ JI_.I_lfl,�ol_ ! i.. I� "L 'II� IIII1 II1�nt,[[ I�,11u u11 iu 1 II 1 ill' I_ I. _ I_,.J__ 1. 1rI 1 I lei, , A a o• . , AilII'' 1111111111 I WIN LSI f_M•'1 LMi'1 1111L I CP-01 GL01B GL-02 CP-01 AL01 GL01A MWP-01 ST-01 CP-01 AL01 AL03 B B-01 C-01 CP-01 G L01 GL01A GL01B ALUMINUM MEMBERS, STRUCTURAL ELEMENTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD) ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD)CP-01 3 COAT EXTERIOR CEMENT PLASTER SMOOTH FINISH AND PAIN (U.ON SELF-SUPPORTING BREEZE BLOCK SCREEN PAINTED MASONRY CONCRETE - LIGHT GREY THREE -COAT EXTERIOR CEMENT PLASTER ON RE-INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLOR TBD) LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT FINISH, OR SIMILAR. GL02 CLEAR, LAMINATED GLASS RAILING SYSTEM GL02A LIGHT TINT, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLOR TBD) M-01 STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) M-02 STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. SCALE'. 1:40 REVISION 5 MAY 21, 2024 MH FLOOR Ri -LP yea �asP� 18111 FLOOR 15-01 FLOOR 48, GRADE AL01 7 fl H it l 1717171-i .10 n Thrui 111 1171Il�l1iV1RuInl.'I'lllllllll n1ir111111 lIn111n1 1] 11 I w I,�In1111 11n111n1, Hum! I�11_ A11•err•'UII • !l dll�pldlllnl�'I!II�IIIIII 1�11���111■r1��n���rrm,1Trl,pin�li�pin11in1� 111111u� - 7T1TI117T-171W i n l l i n li' 'rTm11rV'nlun!• 1 milt �'n111n1•'1'lllllllll 1'n111n11'1'lllllllll 1.7711711 o n111n1. 'Twirl! '11R111n1�!1'lllllllll 5HIMINimilM117717111FIWNIFT1171.�T�f1TlT' MIMINUFTIMIfir■ •,In'W 11711E 1711❑in❑_I]11I111111 71117III❑1■lII1111111111 C P-01 0L02 CP01 11 I 1iI )I._ _...._. GL01A FIT i11111IL FT-"■�!n1LLn1.'I'IWI-hGLO1B I° I I ""_ _. -iis nm.m1 i1Imrn®r,.I _ 'if 0L01 AL01 AL03 B B-01 C-01 CP-01 G L01 GL01A GL01B ALUMINUM MEMBERS, STRUCTURAL ELEMENTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD) ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD)CP-01 3 COAT EXTERIOR CEMENT PLASTER SMOOTH FINISH AND PAIN (U.ON SELF-SUPPORTING BREEZE BLOCK SCREEN PAINTED MASONRY CONCRETE - LIGHT GREY THREE -COAT EXTERIOR CEMENT PLASTER ON RE-INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLOR TBD) LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT FINISH, OR SIMILAR. GL02 CLEAR, LAMINATED GLASS RAILING SYSTEM GL02A LIGHT TINT, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLOR TBD) M-01 STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) M-02 STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. PROPOSED WEST ELEVATION L > ce- -ao EFJ zo wZ Z o� a z w a SCALE'. 1:40 EA REVISION 5 MAY 21, 2024 _11_1i111 .i11111_11 . 11_ II _I I 1 MI _11_111111 _111111_1111 ■111_11 milli miHi11 111i�11i1� _I1_i1i111 .LIII _III I�111�11k, =1a1_11,1 i_11n_I II i■III_ 11 I1111 _II1 II 1111111M 11111 .I'!I..l!uIIIIII.111111■111 .I�Ii1 1.11ll■ilil� �Ili■lilil .■:...r� "_�wc■■r:;■■■r�i' ■■tea■a■ .ri■■�:rr■��■�■■■■■■■r i• 1i,1,Ll�1,.1.1.1. �1. I1111�...1�111�.1.1Lsmi1,1n,In.1...,1,1uli...uni.1L1,1aa.1.1.1mTel 11r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII@IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 ii IIIIIIIIIIIIIIIIIIIIIIIlllllllllllllllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImllllllllllllllllllllllllllllllllllllllllll111lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllVIIIVIIIIIVIIIIIIIIIIIIIIIIIIIIlllllllllllllllllllllMillilllllllllllllllllllllhilllllllllllllllllllllllllllllllllllllllllllllllllllllllllllMillilulllllllllllllllllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIoIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIiP: III:::•1111::51 111::: III 1111111 i 111 i i i i i i i i i i i i i i i i i i i r11 _ 11,1_i1i1I I.i1111_111I I.I_ mmi ...1111 IIL..I II I1uli...1 II IIIL..I h1111 I III aii I::: II I 11111111 II Glih191'IIIUIIIIIIIIPIIi ,„iliiill'I1191'itsill'il'UII'UU'IIiilU11191'911illlll'IIfIIUIlii1911U1119'IllI,1j,lli il P I�,� I��� I��� Il�r�� � - I1 i i • 11■ awn i it i 11■ MEM m AL01 AL03 B B-01 C-01 CP-01 G L01 GL01A GL01B ALUMINUM MEMBERS, STRUCTURAL ELEMENTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD) ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD)CP-01 3 COAT EXTERIOR CEMENT PLASTER SMOOTH FINISH AND PAIN (U.ON SELF—SUPPORTING BREEZE BLOCK SCREEN PAINTED MASONRY CONCRETE — LIGHT GREY THREE —COAT EXTERIOR CEMENT PLASTER ON RE—INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLOR TBD) LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT G L-02 CP-01 GL01A GL01B MWP-01 G L-01 CP-01 ST-01 FINISH, OR SIMILAR. GL02 CLEAR, LAMINATED GLASS RAILING SYSTEM GL02A LIGHT TINT, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLOR TBD) M-01 STRUCTURFLEX TYPE 1A—PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) M-02 STRUCTURFLEX TYPE 2A—PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. 0011/MeING:LeilLGICWIMIORMVAIECO SCALE'. 1:20 REVISION 5 MAY 21, 2024 AL01 AL03 B B-01 C-01 CP-01 G L01 GL01A GL01B FAA MAX HEIGHT NM FLOM 201.011 s Y FlOdi 208. 9,1 FLOOR ON FM - CP-01 G L-02 C P-01 U1A GL01E GL01A MWP-01 ST-01 c -- " ALUMINUM MEMBERS, STRUCTURAL ELEM NTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD) ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD)CP-01 3 COAT EXTERIOR CEMENT PLASTER SMOOTH FINISH AND PAIN (U.ON SELF-SUPPORTING BREEZE BLOCK SCREEN PAINTED MASONRY CONCRETE - LIGHT GREY THREE -COAT EXTERIOR CEMENT PLASTER ON RE-INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLOR TBD) LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT FINISH, OR SIMILAR. GL02 CLEAR, LAMINATED GLASS RAILING SYSTEM GL02A LIGHT TINT, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLOR TBD) M-01 STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) M-02 STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. CP-01 M-02 - M-01 CP-01 GL01B PROPOSED SOUTH ELEVATION SCALE'. 1:40 REVISION 5 MAY 21, 2024 AL01 AL03 B B-01 C-01 CP-01 G L01 GL01A GL01B ALUMINUM MEMBERS, STRUCTURAL ELEMENTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD) ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD)CP-01 3 COAT EXTERIOR CEMENT PLASTER SMOOTH FINISH AND PAIN (U.ON SELF-SUPPORTING BREEZE BLOCK SCREEN PAINTED MASONRY CONCRETE - LIGHT GREY THREE -COAT EXTERIOR CEMENT PLASTER ON RE-INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLOR TBD) LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT CP-01 - M-02 -- M-01 5-01 CP-01 GL01B FINISH, OR SIMILAR. GL02 CLEAR, LAMINATED GLASS RAILING SYSTEM GL02A LIGHT TINT, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLOR TBD) M-01 STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) M-02 STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. or aelmeacarEcomateuramvar[c SCALE'. 1:20 EAC�o� REVISION 5 MAY 21, 2024 RESIDENTIAL cry: LOBBY fIN DROP-OFF AREA SCREEN SCALE: 1:40 EA 0,2 REVISION 5 MAY 21, 2024 4 4 G L 02 C P-01 C 01 /i■■■Iinu Iran Illllllllllil iale -. 1 11 1p""IIII i'" + L••=11111•11. CP-01 GL02 CP-01 AL01 GL01A MWP-01 CP-01 AL01 AL03 BB-01 C-01 CP-01 G L01 GL01A GL01B ALUMINUM MEMBERS, STRUCTURAL ELEMENTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD) ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD)CP-01 3 COAT EXTERIOR CEMENT PLASTER SMOOTH FINISH AND PAIN (U.ON SELF-SUPPORTING BREEZE BLOCK SCREEN PAINTED MASONRY CONCRETE - LIGHT GREY THREE -COAT EXTERIOR CEMENT PLASTER ON RE-INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLOR TBD) LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT FINISH, OR SIMILAR. GL02 CLEAR, LAMINATED GLASS RAILING SYSTEM GL02A LIGHT TINT, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLOR TBD) M-01 STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) M-02 STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. PROPOSED EAST ELEVATION SCALE'. 1:40 REVISION 5 MAY 21, 2024 GROUND LEVEL PERSPECTIVE FROM NW NORTH RIVER DRIVE LOOKING EAST DD =o REVISION 5 MAY 21, 2024 IgiTAMINCOIMPREMINIIIIMORTIVIROPMEIMEMMIZIMIAIDIMICW REVISION 5 MAY 21, 2024 AERIAL PERSPECTIVE LOOKING FROM THE WEST EAO REVISION 5 MAY 21, 2024 tiOlililllIM010:1:1:1011FINDIGINIZMIACITABIGNIMM1001ZifiTelg D =2 REVISION 5 MAY 21, 2024 Lt 0 LL Qz> zzz�� <2W o o w c > >Zo wZ w cr 2 0_ u_ o w ADZ o- 0 w REVISION 5 MAY 21, 2024 GROUND LEVEL PERSPECTIVE FROM NW NORTH RIVER DRIVE LOOKING WEST DD=000o0 REVISION 5 MAY 21, 2024 M AL-01 AL 03 CP-01 ST-01 GENERAL NOTE: 1. ALL ROOF EXTERIOR SURFACES AND BUILDING MATERIALS USED TO COMPLY WITH THIS SECTION, SHALL HAVE A MINIMUM SOLAR REFLECTANCE AS DEFINED IN SEC- TION 3.12.2.0 AND 3.13.2.D. 2. ALL PAVING SURFACE MATERIALS SHALL HAVE A MINIMUM SOLAR REFLECTANCE AS SPECIFIED IN SECTIONS 3.13.2.D. 3. LOW -SLOPED ROOFS CONSTRUCTED AS PART OFA NEW BUILDING SHALL UTILIZE ROOFING PRODUCTS THAT MEET OR EXCEED AN INITIAL REFLECTANCE VAWE OF 0.72 OR A THREE- YEAR INSTALLED REFLECTANCE VALUE OF 0.5 AS DETERMINED BY THE COOL ROOF RATING COUNCIL OR BY ENERGY STAR. 3. LOW -SLOPED ROOFS CONSTRUCTED AS PART OFA NEW BUILDING SHALL UTILIZE ROOFING PRODUCTS THAT MEET OR EXCEED AN INITIAL REFLECTANCE VAWE OF 0.72 OR A THREE- YEAR INSTALLED REFLECTANCE VALUE OF 0.5 AS DETERMINED BYTHE COOL ROOF RATING COUNCIL OR BY ENERGY STAR. MWP-01 iL M-01 AL-01 ALUMINUM MEMBERS, STRUCTURAL ELEMENTS, AND BRAKE METAL SURFACES TO BE FINISHED IN POWDER COAT OR SIMILAR (COLORS TBD AL-03 ALUMINUM SCREEN TO BE FINISHED IN GREY POWDER COAT OR SIMILAR (SPECIFIC COLOR TBD) BB-01 SELF-SUPPORTING BREEZE BLOCK SCREEN C-01 PAINTED MASONRY CONCRETE - LIGHT GREY CP-01 THREE -COAT EXTERIOR CEMENT PLASTER ON RE-INFORCED CMU WALL, SMOOTH FINISH, PAINT (COLORTBD) GL-01 LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK BRONZE POWDER COAT FINISH, OR SIMILAR. GL-01A LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN BLACK POWDER COAT FINISH, OR SIMILAR. GL-01B LIGHT TINT, LMI LAMINATED GLASS STOREFRONT SYSTEM, METAL STRUCTURAL ELEMENTS, AND BRAKE METAL IN DARK GREY POWDER COAT FINISH, OR SIMILAR. GL-02 CLEAR, LAMINATED GLASS RAILING SYSTEM MWP-01 CONCEALED FASTENER METAL PANELS IN VERTICAL, ALTERNATING WIDTH RIB PATTERN (COLORTBD) M-01 STRUCTURFLEXTYPE 1A-PES VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEM BERS (VENTILATION PERCENTAGE, SPECIFIC COLOR, AND CUSTOM GRAPHIC TBD) GL-01 M-02 GL-02 PROPOSED MATERIAL PALETTE M-02 STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUC TURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) ST-01 HONED SAN CROIX/SIENA LIMESTONE TILES IN COURSED, RANDOM ASHLAR PATTERN T-01 TEXTILE SCREEN ON TUBULAR METAL STRUCTURAL FRAME. REVISION 5 MAY 21, 2024 9,1 FLOOR APEB BAH. 744 MD RON RUNG LVL groi 1I 11I11 IIII 111 11I1 ICI 11 III II II mi. IIIIIIIII 111111111111111 1 r Tl m ■IIIIIIIII IIIIIIIIIIIIIIII IIIII■IIl .M111111111111111111111111 — 1111E111 IIIIIIIII 1111111111111111111111■11 II1I1111111111111111111 _®II]MIU IIIIIIIIIIIIIII� 11I11E111 I■ul o 111111111111111� I1111■11� lllllllll IIIIIIIIIIIIIIIll III11■IIn ■IIIIIIIII IIIIIIIIIIIIII111I11111■11l _llllluu IIIIIIIIIIIIIIIuIuuIII■110 _ IIDuuIIIIIIIIIIIIIIIuIuuIII■110 ■IIuuIII 11I11I11I11I111l111I11■111 1111 10I rm m 11 111 111 11 n11I1In n111111■IIIII IIIIII■IIII IIIII■111■111■11 !W11�111 mIIIIII=11111■IIIIAIIII■111■11 ■11 11111 111 IIII IIII 111 11■111■11 1■11 nrn m ImMIm 1111111 IIIIII II II 11 III II�IWI 1111 IIIIII1M II mum EIIIIII�IIIII I�IIIII■IIII UIII■111■111■11'IIIIIIIIWI �IIIIn�IIIIII�1"Im1"•IIII!""■mon I■1111,IIIIII III n11111n n11111•iii IIIIII■IIII 1.11nE111■ 11 I■ 11 11111 111 1111 1111 11 11 111 11 11 ■uuuu111I11I11I11IuI1�111I11■110 _—iII II 111111111111111�111111■11I Elm 11IIIIIIIIIIIIInl11IIIn111n IIIIIIIII 1111111111111111111111■11 IIIIIIIII IIIIIIIIIIIIIIIIIIIIII■111 ..T 11111111WIIII■I�=1111I■IIIIIIII111111111 I■11 IIIIII YII IIIIII II 1IIIIn 11111I�I1i1171�1111211111111■111■11 I■11'IIIIII ammo I�I1111I�11111■IIIII11111■111■111■11'IIIIII Y11 mIIIN �1111I�IIIIIIm11111■IIIIIIIIII■111■111■11 II II II IIIIII YII mIIIN�1111I�IIIIIImIIII1■IIIIIIIIII■111■111■11'IIIIIII il�II �IIIIo�1111I�1 II�11111■IIIIIIIIII■111■111■111IIIIII YII mould .iii I�IIIII■IIIIIIIIII■111■ 111■ 11 IIIIII YII 11111 111 IIII IIII 111 _ 11 III II II IIIIII 11110 -- --- — IIIIIIIIIIII II 11 II II II II NPR II 11 II II 1 L 111111 111 I II1 AI 1111 IIIIII" -""IIIIII 1111 1111 1111 U IIIIIII I1II 11II1IIIIIIII_ PROPOSED BUILDING SECTION NORTH - SOUTH LL L >: IY > 0 r SCALE'. 1':40 REVISION 5 MAY 21, 2024 FO M. HT 310,0"M, 303.-497NZI 28TH FLOOR NTH FLOOR 268-0 2STH FLOOR 16TH FLOOR FINISH FLOOR PH 2ND LEVEL/ MECHANICAL ROOF DECK RES 11 MffS,, RES 15 UNITS ui 1 RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS 1M RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS RES 15 UNITS MI RES 15 UNITS RES 11 UNI RES 5 UNITS RS 5U S RS 5U S 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 11 1 - RS 5U S RS 15U S RS 15U S 1 BOH GREEN ROOF BEYOND TH SEC NO FLR TH GRO ND PLR (5 TH 114R11F,1- PROPOSED BUILDING SECTION EAST WEST SCALE: 1:40 D=23 REVISION 5 MAY 21, 2024 MAX HEIGHT ALLOWED 49TH F00R L 91'-4" NGVD TOP OF 9 8TH FLOOR PARKING LVL NGVD • 7TH FLOOR PARMNG LVL +84'-O'NGVD 6T1+53' FLO-4"ORNGVD PARKING LVL 2 STH+42"-8'NGVO FLOOR PARKING LVL • 4T+320' H FL00R PNGVDARMNG LVL h 3RD FL0 NGPRIONG LVL h GROUND LEVEL Y 1011' NGVD h GRADELNGVUEVEL Y 5.0' LEGEND: 1. STORMWATER IS DIRECTED TO INITIAL PLANTERS AT THE ROOF LEVEL THAT PROVI DEADDITIO NALSTORMWATER STO RAG E. 2. INTEGRATED PLANTERS PROVIDE ADDITIONAL WATER STORAGE CAPACITY BENEATH THE GROWING MEDIA TO FACILITATE IN STORMWATER RETENTION. 3. STORMWATER RUNOFF IS GUIDED ALONG RAIN CHAINS TO A DEEP WATER -STOR- AGE BASIN PLANTER AT GROUND LEVEL. 4. STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, COLOR AND VENTILATION PERCENTAGE TBD. EXISTING BLUE-GREEN ROOF SECTION LL L CD 'Lc >: i r SCALE'.3/32" REVISION 5 MAY 21, 2024 1. ALUMINUM EXTRUSION, FOR ATTACHMENT TO CONCRETE AND CMU, FINISH: PVDF COATING, TBD. 2. 4" DIAMETER ALUMINUM EXTRUSION FOR ATTACHMENT TO ALUMINUM OR STEEL, FINISH: PVDF COATING, TBD. 2a.4" DIAMETER ALUMINUM EXTRUSION, BENT TO FOLLOW DESIGN GEOMETRY, FOR ATTACHMENT TO ALUMINUM OR STEEL, FINISH: PVDF COATING, TBD. 2b. ALUMINUM SHEET CUT TO FOLLOW DESIGN GEOMETRY OF 2a, FOR ATTACHMENT TO ALUMINUM OR STEEL, FINISH: PVDF COATING, TBD. 3. STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, COLOR AND VENTILATION PERCENTAGE TBD 4. ALUMINUM EXTRUSIONS FOR ATTACHMENT TO ALUMINUM OR STEEL,FINISH: PVDF COATING, TBD. 5. STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) 29'-0" TRAVEL LANE 7_0 TURN LANE 32'-2" TRAVEL LANE • g LCC L 10'-0. T SIDEWALK 2B SECOND LAYER 25-0" BUILD TO ZONE 75-0" R0SS00NN TAW LNEBBY MAX HEIGHT ALLOWED Y ,9TH FLOOR 91'-4" NGVD TOP OF BTH FLOOR PARKING LVL +74'-6' NGVO 7TH FLOOR PARKING LVL '4 +64'-0" NGVO 6TH+53'-4"NGVD FL00R PARKING LVL h 4TH FL0 32.00R NGVD PARKNG LVL Y GROUND LEVEL GRADE LEVEL 6.0' N6V0 SECTION 1 THROUGH GARAGE SCREEN SCALE'.3/32" REVISION 5 MAY 21, 2024 LEGEND: 1. ALUMINUM EXTRUSION, FOR ATTACHMENT TO CONCRETE AND CMU, FINISH: PVDF COATING, TBD. 2. 4" DIAMETER ALUMINUM EXTRUSION FOR ATTACHMENT TO ALUMINUM OR STEEL, FINISH: PVDF COATING, TBD. 2a.4" DIAMETER ALUMINUM EXTRUSION, BENT TO FOLLOW DESIGN GEOMETRY, FOR ATTACHMENT TO ALUMINUM OR STEEL, FINISH: PVDF COATING, TBD. 2b. ALUMINUM SHEET CUT TO FOLLOW DESIGN GEOMETRY OF 2a, FOR ATTACHMENT TO ALUMINUM OR STEEL, FINISH: PVDF COATING, TBD. 3. STRUCTURFLEX TYPE 1A-PES VENTILATED MESH, COLOR AND VENTILATION PERCENTAGE TBD 4. ALUMINUM EXTRUSIONS FOR ATTACHMENT TO ALUMINUM OR STEEL,FINISH: PVDF COATING, TBD. 5. STRUCTURFLEX TYPE 2A-PTFE FIBERGLASS VENTILATED MESH, OR SIMILAR, ON EXTRUDED ALUMINUM STRUCTURAL MEMBERS (VENTILATION PERCENTAGE AND SPECIFIC COLOR TBD) TRAVEL LANE TURN LANE 32.-2" TRAVEL LANE RAE SIDEWALK SECOND 2B 5 CC CC RESIDENTIAL LOBBY MAX. HEIGHT ALLOW ,,h 9TH FLOOR Y +91'-4' NGVD TOP OF BTH FLOOR PARKING LVL NGVD 7TH FLOOR PARKING LVL + G4'-0"NGVD 6T1-1 + 53'-4" FLOORNGVD PARKING LVL ST+42'H FL-6' NGVDOOR PARKING LVL 4TH+3F20NGVDL00R PARKING LVL 4 3R+21.4' 0 FLOORNGVD PARKING LVL SECTION 2 THROUGH GARAGE SCREEN SCALE'.3/32" REVISION 5 MAY 21, 2024 MARCH 20, 2022-09.30AM JUNE 21, 2022- 09.30 AM DECEMBER 21, 2022- 09,30 AM MARCH 20, 2022 - 01 00 PM JUNE 21, 2022- 01 00 PM DECEMBER 21, 2022- 01 00 PM MARCH 20, 2022-03.00 PM JUNE 21, 2022-03.00 PM DECEMBER 21, 2022- 03.00 PM MARCH 20, 2022-05.00 PM JUNE 21, 2022-05.00 PM DECEMBER 21, 2022- 05.00 PM PROPOSED BUILDING SHADOW STUDY REVISION 5 MAY 21, 2024 E-0: Building Signage E-1F: Approved Satellite Map of Site E-2F: Approved Signage Locations, Site Plan E-3F: Approved Signage Elevation, South E-4F: Approved Architectural Rendering, South Elevation E-5F: Approved Architectural Rendering, South Elevation E-6F: Approved Signage Elevation, East E-7F: Approved Architectural Rendering, East Elevation E-8F: Approved Signage Elevation, North E-9F: Approved Architectural Rendering, North Elevation; Sign Type B E-10F: Approved Sign Type D, High Wall Tenant Signs E-11F: Approved Sign Type A, Building Idnetity Signs E-12F: Approved Sign Type C, Streetscape Banners E-13F: Approved Sign Type E, Street Level Tenant Signs E-14F: Approved Sign Type K, Tenant Hanging Signs E-15F: Approved Sign Type F & M, Residence Signage E-16F: Approved Sign Types G, H, L & N; Parking Garage & Loading Signs E-17F: Approved Aggregate Sign Area Allowable E-18F: Approved Aggregate Sign Area Proposed h Fork 'i,River Richar�Gerstein Justice Bldg SATELLITE SITE PLAN Scale 400' Sign Readability 30'-0" of sign readability per 1" of letter height. Readability of 5'-0" high letters 60" x 30'-0" = 1,800' of sign readability Satellit of 20 MAY 2015 Justice Bldg SATELLITE SITE PLAN Scale tt>_ 400' Sign Readability 30'-0" of sign readability per 1" of letter height. Readability of 5'-0" high letters 60" x 30'-0" = 1,800' of sign readability PROPOSED SATELLITE MAP OF SITE WITH ADDITIONAL PARCELS ED E u o u REVISION 5 MAY 21, 2024 Sign Type M Residence Monument NORTH ELEVATION Sign Sign Type E Street Level Tenant Sign Type G2 Sign Type-G1 Signs Sign Type B Parking Garage Sign Parking Garage Sign Stair Tower Tenant 1 Sign Type F Residence Drop-off Address . Sign Type, N Residence `t Loadiri9. Sign Type L Residence Entry/Exit Garage . ,,., Signs a Sign Type M Residence Monument Sign Sign Type F Residence Drop-off Address Sign Type C/ Sign Type E Streetscape Banners Street Level Terit Final Locations TBD „o,, Sign - — SOUTH ELEVATION Sign Type A Building Identity Sign Sign Type H Loading Entry/Exit Sign Sign Type A^ Building Identify— --" - - - - SETBACK PROPERTY LINE APPROVED Signage Loc Site Sign Type D Tenant Signs — Sign Type D Tenant Signs SITE PLAN Scale:1" = 75'-0" 20 MAY 2015 Sign Type M Residence Monument Sign Sign Type E NORTH ELEVATION Sign Type G2 Sign T-ype-G1- Street Level Tenant ParkingGarage Sign ParkingGarage"SiSigns Sign Type B g9n Stair Tower Tenant Signs Sign Type F Residence Drop-off Address Sign Type N- Residence Loading, Sign Type L Residence Entry/Exit Garage Sign Type M Residence Monument Sign Sign Type F Residence Drop-off Address Sign Type C Streetscape Banners Final Locations TBD Street Level Tercet "e—Sign _ — — J SOUTH ELEVATION Sign Type A Building Identity Sign Sign Type H Loading Entry/Exit Sign Sign Type D Tenant Signs Sign Type A ""° v - — Sign Type D Building Identify — --— - Tenant Signs — — — — SETBACK PROPERTY LINE SITE PLAN Scale:1" = 75'-0" Digitally signed by Victor Santana Date: 2023.09.12 14:29:50-04'00' IJ LJ 11 SEP 2023 Sign Type F Residence Address__ iLLIL r r Sign Type A Building Identity Sign See Sheet E-6 for details IIIIII-I h1 II Sign Type M Residence Monument Sign I III II II I 1111111 III I III Sign Type D Sign Frames Approx. 8'-0" w x 35'-0" high panels 5 Locations on South elevation * In the event the top or intermediate floor of the retail center is removed per the SAP Permit, the Type A & D signs shall always be located on the top floor of the retail tower. APPROVED Signage Eleve So 35' h Panels SOUTH ELEVATION Street Level Tenant Sign Scale:1" = 75'-0" See Sheet E-8 for details 20 MAY 2015 gn lyp Residence Add ecs Sign Type M Residence Monument Sign Sign Type D Sign Frame Approx. 5'-7" w x 22'-0" high panel 1 Location on South Elevation m * In the event the top or intermediate floor of the retail center is removed per the SAP permit, the type A & D signs shall always be located on the top floor of the retail tower Sign Type D Sign Frame Approx. 5'-7" w x 44'-9" high panel 1 Location on South Elevation SOUTH ELEVATION Scale: 1" = 75'-0" Sign Type D Sign Frames Approx. 8'-0" w x 35'-0" high panels 5 Locations on South Elevation 11-11 II II �C 35 h Panels Sign Type A Building Identity Sign See Sheet E-6 for details 11= MEI ficL Street Level Tenant Sign See sheet E-8 for details Digitally signed by Victor Santana Date: 2023.09.12 14:31:35-04'00' • 11 SEP 2023 ARCHITECTURAL RENDERING SOUTH ELEVATION APPROVED Architectural Ren South Eleva P 20 MAY 2015 Archi ARCHITECTURAL RENDERING SOUTH ELEVATION Digitally signed by Victor Santana Date: 2023.09.12 14:32:04 -04'00' 11 SEP 2023 Sign Type D Tenant Identity Wall Signs Total of 9 signs ARCHITECTURAL RENDERING SOUTH ELEVATION APPROVED Architectural Ren South Eleva Sign Type D High Wall Tenant Signs ISO P 20 MAY 2015 35' high Panels GROUND 6'-0" (NGVD) w Sign Type D Sign Frames Approx. 8'-0" w x 35'-0" high panels 4 Locations on East elevation* iii 1111iiiiiiiillEniiiiinEiialiiM111.11 7 1111111111111111111111111111111111111111111PEPIPME ■■■iii■iiiix iiiiii■iiii■ !!■__ 1111111111111111111111111 I::-!!--! * In the event the top or intermediate flodr of the retail center is removed per the SAP Permit, the Type D signs shall always be located on the top floor of the retail tower. EAST ELEVATION Scale:1" = 37'-6" APPROVED Signage Eleve 20 MAY 2015 ARCHITECTURAL RENDERING EAST ELEVATION APPROVED Architectural Rend East Elevat Moq P 20 MAY 2015 Sign Type B Stair Tower Tenant Signs 11 Tenant Signs Sign Type A Building Identity Sign See Sheet E-11 for details Street Level Tenant Sign E See Sheet E-13 for details u R — —R L u — — LL III IIII IIIII III IIII IIIII Loading Entry/Exit Sign H Parking Entry/Exit Sign G1— Parking Entry/Exit Sign G2 See Sheet E-16 for details See Sheet E-16 for details See Sheet E-16 for details IIII I- I J+J NORTH ELEVATION Scale: 1" = 75'-0" APPROVED Signage Elev No Sign Type F Residence S; H Address Sign Type M Residence Monument Sign E o 20 MAY 2015 Stair Tower Tenant Signs Sign Type B Not to Scale Backlit Channel Letters 5'-0" high maximum letter height 15'-0" maximum width of individual tenant signs Max. square foot of sign area, 75 sq ft All sign letters and graphics are within designated sign zone Mount letters to stair tower. All signs & graphics maintain 6" clear space from edge of stair. Maximum 11 signs on North building elevation. Aluminum Construction with acrylic faces and aluminum F-track face retainers 6" deep letters w/ LED internal illumination APPROVED Architectural Rend North Eleva 111111111111-11.1111 1101111111 Sign Type B Stair Tower Tenant Signs 11 Tenant Signs ARCHITECTURAL RENDERING NORTH ELEVATION Sign Type B Stair TowerTenant Signs 20 MAY 2015 90° Faces East Facade 'o. ei 0 23'-3" I I company_ 125 sf 12'-0" letter height Building Facade Sign Letters 70° Faces South Facade i a-o" High Wall Tenant Signs Sign Type D Wall Signs Scale:1/8" =1'-0" Guidelines for Tenant Sign Size 5' Letter height maximum Maximum graphic area 7'-0"wx 33'-0"h Maximum 133.3 sf per sign panel 9 signs on two building elevations. East Elevation - 4 signs x 133.3 sf = 533.33 sf max. South Elevation - 5 signs x 133.3 sf = 666.66 sf max. Total 1,200 sf APPROVED Sign T High Wall Tenant Sign w w o z ' z Sign Panel Logos, backlit channel letters in corporate colors z Aluminum Panels Letters and sign frames, aluminum construction VoLetter faces, acrylic with aluminum F-track face retainers 6" deep letters w/ LED internal illumination 17'-3" I I SHOP _ OF SRVIIIGS 120.75 sf letter height Graphic Area 7'-0" x 33'-0" NANrE_ OF TENANT STORE 101.5 sf letter height Sign Graphic Examples, Layout & Size Study 1 /16"= 1'-0" CD fB E 35'-0" Panel height 33'-0" 22'-6" I I I I Tenant Name _letter height N= G roce r_ letter height 115.5 sf 116.25 sf 20 MAY 2015 I High Wall Tenant Signs I I I Sign Type D 22-0 1 Curtain Wall Signs Building Facade Tenant Sign Plan: 123 sf 44-9 Sign Panel Aluminum Support Sign Letters Building Facade Tenant Sign Plan: 250 sf 1 o W 0I Sign Panel Aluminum Support Sign Letters Graphic Area: 5'-7" x 44'-9" in ..--- -N. --N--T--_S_J.G_ N.A.G..�._-__--- .. Guidelines for Tenant Sign Size 20" Letter Height Maximum Maximum graphic area 5'-7"h x 44'-9"w Maximum 250 sf 1 sign on one building elevation (south elevation) 20" Letter Height Maximum Maximum graphic area 5'-7"h x 22'-0"w Maximum 123 sf 1 sign on one building elevation (south elevation) Total 373 sf Logos, backlit channel letters in corporate colors Letters and sign frames, aluminum construction Letter faces, acrylic with aluminum F-track face retainers 6" deep letters w/ LED internal illumination 21 2E - 1 �I 0-7 _ 5,)1 Graphic Area: 5'-7" x 22'-0" •_ 3 J 6 J J 1.i-F:l'ENANT"SIGNAG T.I I 1'TENANT SIGN GE rJ 44 -9 I L 22-0 250 sf 123 sf Sign Graphic Examples, Layout & Size Study This final deosicn maybe appealed to the Ran Appeals Board tryaeryaggr'i d a,0eaieee Mtmnli. date of posting try flung a we3enappeatand apprcptiate fee vlth the Hearing Boards Division, located at444SW 2nd Averue, 3rd Flaw, Miani, FL 33130. Telephone number 505 116-2030. Digitally signed by Victor M Santana Date: 2024.02.23 11:54:11 -05'00' 0-2F1 23 FEB 2024 1 Sign Area Noted by Dashed Red Line I Building Identity Sign Sign Type A Scale: 1/8" = 1'-0" In the event the top or intermediate floor of the retail center is removed per the SAP Permit, the Type A signs shall always be located on the top floor of the retail tower. 1 Sign Letters & Logo Shadow Lit Letters I Logo Mark, 8'-11" x 11'-1.5" = 99.2 sq ft Logo Type, 8'-11" x 50'-0" = 445.8 sq ft Total 545 sq ft South Elevation APPROVED Sign T Building Identity Signs lEo� P 20 MAY 2015 Site Lighting Pole Fixture Center Identity or Seasonal Banner Tenant Identity Banner Streetscape Banners Sign Type C Scale:1/2" =1'-0" I Vinyl Banners 2'-0" x 6'-0", Doublesided Signage area, each pair of banners is 24 sq ft Banner Pole, Aluminum Construction Each set contains one Center identity banner and one Tenant identity banner. 39 Banner locations, total 936 sf Exact locations and quantities to be determined and coordinated with lamp posts. APPROVED Sign T Streetscape Banners 20 MAY 2015 Maximum Sign Zone Width 60% of Canopy Width TENANT j Architectural Canopydth Varies Maximum Sign Zone Width 60% of Canopy Width Sign Type E Street Level Tenant Sign Sign Type K Hanging Tenant Sign See Sheet E-9 for details Maximim Sign Letter • Baseline of all Letters 6" Zone for descender letters only Street Level Tenant Signs Sign Type E Internally Lit Channel Letters 2'-0" high maximum letter height One tenant sign per storefront, only within storefront bay which includes an exterior entrance door. Maximum width of individual tenant signs to be 60% of canopy width Max. square foot of sign area, 2 sq ft per each lineal feet of store front up to 45 sq ft All sign letters and graphics to be within 30" h designated sign zone All signs & graphics are to maintain a bottom baseline at top line of canopy. 6" of sign zone is availalbe below baseline for descender letters and special graphics that may drop below baseline. Aluminum Construction with acrylic faces 4" deep letters w/ LED internal illumination Street Level Tenant Signs Sign Type E Scale:1/16" =1'-0" APPROVED Sign T Street Level Tenant Signs 1Eo1 20 MAY 2015 Sign Type E Street Level Tenant Sign See sheet E-8 for details Architectural Canopy Tenant Hanging Sign Sign Type K 1'-6" x 3-6" 5.25 sq ft Tenant Hanging Sign Sign Type K Cross Section at Storefront Scale: 1/2" = 1'-0" Tenant Hanging Signs Sign Type K Internally Lit Cabinet 1'-6"h x 3'-6"w x 4" d Signage area, each are 5.25 sq ft Double sided One hanging sign per tenant street level storefront, APPROVED Sign T Tenant Hanging Signs L • only within storefront bay which includes w iA l K an exterior entrance door. V a > All sign letters and graphics to be within sign area ` F providing 1 1/2" clear space around perimeter o All sides and faces to have white opaque faces, 1 3 only graphics may be internally illuminated if it is determined by the Landlord to illuminate this sign type. Mount to underside of architectural canopy Aluminum Construction with routed graphics and backed with flush push-thru acrylic to create a completely flush face 4" deep letters w/ LED internal illumination 20 MAY 2015 Residence Drop -Off Address No. Sign Type F 1/2" =1'-0" Dimensional Numerals vertically pin -mounted to Building/Canopy Illuminated Indirectly 1'-0" h x 4'-0" each 8 sq ft total Lettering Halo Lit Dimensional Graphics 20'-0" APPROVED Sign Residence Signage • ct :Et w Sign Frame mimicks Archectural Frame for Center Identity Sign Sign Area Noted by Dashed Line Signage Area 16'-6" % RESIDENCES _-NLLA-W I Residence Monument Sign Sign Type M 1/2" =1'-0" Monument Sign w/ Halo Lit Graphics Graphic Area,16'-6"w x 1'-6"h 24.75 sq ft Double sided One location 20 MAY 2015 I 26'-3" I Parking Entry/Exit Signage - on North Elevation Sign Type G1 Wall Cabinet, Aluminum Construction Overall Dimensions 26'-3"w x 2'-0"h 52.5 sq ft Upper Text, Reverse Channel Letters with halo lighting Lower Text, internally illuminated and backlit sr-0" ENTER Residence Garage Entry/Exit Signs Sign Type L Reverse Channel Letters Halo Lit Letters 1'-0" h x 5'-4" & 1'-0" x 3'-8" 9 sq ft total EXIT Parking Entry/Exit Signage - on North Elevation Sign Type G2 Wall Cabinet, Aluminum Construction Overall Dimensions 57'-0"w x 2'-0"h 114sgft Upper Text, Reverse Channel Letters with halo lighting Lower Text, internally illuminated and backlit 30'-0" LOADING DOCK • AUTHORIZED VEHICLES ONLY Loading Entry/Exit Signage - on North Elevation Sign Type H Wall Cabinet, Aluminum Construction Overall Dimensions 30'-0"w x 1'-6"h 45 sq ft internally illuminated and backlit Parking Garage and Loading Dock Signs Scale:1/4" =1'-0" LOADING Residence Loading Sign Sign Type N Reverse Channel Letters Halo Lit Letters 9" h x 4'-0" 3 sq ft I APPROVED Sign G, H, L Parking Garage &Loading Dock Signs P 20 MAY 2015 Ground Level Linear Footage:1, 15 feet 62' u L e 12' 4 2 =w giW am a � TT r I ITT . 82' � 97' 130' 10' L. 135' Second Level Linear Footage:1,184 feet 82' Third Level Linear Footage: 1,250 feet 62' 09' 184' 9d Fourth Level Linear Footage:1,253 feet 82' Fifth Level Linear Footage: 1,269 feet 82' Sixth Level Linear Footage: 1,192 feet Total Aggregate Signage Area Allowed: 7,463 sf. 62' APPROVED Aggregate Area Allo 20 MAY 2015 M G2. 6 E-K E-K E-K E-K G1 E-K E• E-K E-K E-K Ground Level Sign Locations * Banners, Sign Type C ® 24 sf per location North side of bldg. 15 locatons, South side of bldg 24 locations E-K Second Level Sign Locations I l I I I I pJ Third Level Sign Locations BB � a ffi *c • Total Sign Square Footage: 2,372 sf — Sign Type B, 1 per stair landing or 2 per floor \ on floors 1, 2, 3, 4 & 5 and 1 on floor 6 Total Sign Square Footage:15O sf. Total Sign Square Footage:15O sf. Fourth Level Sign Locations Fifth Level Sign Locations Top Level Sign Locations* Total Allowable Signage Area: 7,463 sf. Total Actual Signage Area: 5,337 sf. Unused Aggregate Signage Area: 2,126 sf. 04,0,11 B APPROVED Aggregate Area Propo Total Sign Square Footage:15O sf. Total Sign Square Footage:15O sf. 4 4D A D D DD Total Sign Square Footage: 2,365 sf.* *In the event the top or intermediate floor of the retail center is removed per the SAP Permit, the Type A & D signs shall always be located on the top floor of the retail tower. lEo6 o IP 20 MAY 2015 M• F♦ M• G2% Y E-K E-K E-K E-K Fo • •—_►_ E-K E-K E-K Ground Level Sign Locations * Banners, Sign Type C ® 24 sf per location North side of bldg. 15 locatons, South side of bldg 24 locations E-K I i T Second Level Sign Locations 1-1-1I1h-9 Third Level Sign Locations BB •• — gI z •........: ♦. •. •,. E-K E-K E-K E-K E-K E-K *0 • Total Sign Square Footage: 2,372 sf Sign Type B, 1 per stair landing or 2 per floor IIIon floors 1, 2, 3, 4 & 5 and 1 on floor 6 li Total Sign Square Footage:150 sf. Total Sign Square Footage:150 sf. Fourth Level Sign Locations Fifth Level Sign Locations Top Level Sign Locations* Total Allowable Signage Area: 7,463 sf. Total Actual Signage Area: 5,710 sf. Unused Aggregate Signage Area: 1,753 sf. mmm BB •• BB •• — — LT sa � W B Total Sign Square Footage:150 sf. Total Sign Square Footage:150 sf. D D A D D DD Total Sign Square Footage: 2,365 sf.* *In the event the top or intermediate floor of the retail center is removed per the SAP Permit, the Type A & D signs shall always be located on the top floor of the retail tower. 1400 NW NORTH Digitally signed by VictorM Santana Date: 2023.09.12 14:33:20 -04'00' o Ei 11 SEP 2023 F-0 Project Informational Diagrams F-1: LEED Checklist F-2: Civil Site Details F-3: Approved Loading Maneuverability F-3F: Actual F-4: Pedestrian Passage Diagrams ��0 LEED 2009 for Core and Shell Development Project Checklist 20 4 14 lSustainable Sites Y 7 N Y 1 5 1 6 2 3 2 1 1 1 1 1 1 1 1 Prereq 1 Credit 1 Credit 2 Credit 3 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5.1 Credit 5.2 Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2 Credit 8 Credit 9 Possible Points: 28-1 14 I 1 18 Materials and Resources Y ? N Construction Activity Pollution Prevention Site Selection 1 Development Density and Community Connectivity 5 Brownfield Redevelopment 1 Alternative Transportation —Public Transportation Access 6 Alternative Transportation —Bicycle Storage and Changing Rooms 2 Alternative Transportation —Low -Emitting and Fuel -Efficient Vehicles 3 Alternative Transportation —Parking Capacity 2 Site Development —Protect or Restore Habitat 1 1 1 1 1 1 1 1 Site Development —Maximize Open Space Stormwater Design —Quantity Control Stormwater Design —Quality Control Heat Island Effect —Non -roof Heat Island Effect —Roof Light Pollution Reduction Tenant Design and Construction Guidelines Possible Pointil ©EM •©• MEIN Y Y Y Prereq 1 Credit 1 Credit 2 Credit 3 Water Use Reduction-20% Reduction Water Efficient Landscaping Innovative Wastewater Technologies Water Use Reduction 2 to 4 2 2 to 4 Possible Point 4 17 4 2 2 3 3 2 Prereq 1 Prereq 2 Prereq 3 Credit 1 Credit 2 Credit 3 Credit 4 Credit 5.1 Credit 5.2 Credit 6 Fundamental Commissioning of Building Energy Systems Minimum Energy Performance Fundamental Refrigerant Management Optimize Energy Performance On -Site Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement and Verification —Base Building Measurement and Verification —Tenant Submetering Green Power 3 to 21 4 2 2 3 3 2 5 2 1 1 1 1 1 8 2 2 Y Y Prereq 1 Credit 1 Credit 2 Credit 3 Credit 4 Credit 5 Credit 6 12021.05 River Landing Possible Points: 13 Storage and Collection of Recyclables Building Reuse —Maintain Existing Walls, Floors, and Roof Construction Waste Management Materials Reuse Recycled Content Regional Materials Certified Wood 1 to 5 1 to 2 1 1 to 2 1 to 2 1 Indoor Environmental Quality Possible Points: 12 1 1 1 1 1 1 1 1 1 1 1 Prereq 1 Prereq 2 Credit 1 Credit 2 Credit 3 Credit 4.1 Credit 4.2 Credit 4.3 Credit 4.4 Credit 5 Credit 6 Credit 7 Credit 8.1 Credit 8.2 Minimum Indoor Air Quality Performance Environmental Tobacco Smoke (ETS) Control Outdoor Air Delivery Monitoring Increased Ventilation Construction IAQ Management Plan —During Construction Low -Emitting Materials —Adhesives and Sealants Low -Emitting Materials —Paints and Coatings Low -Emitting Materials —Flooring Systems Low -Emitting Materials —Composite Wood and Agrifiber Products Indoor Chemical and Pollutant Source Control Controllability of Systems —Thermal Comfort Thermal Comfort —Design Daylight and Views —Daylight Daylight and Views —Views ©■© Possible Points: 6 1 1 1 1 1 1 Credit 1.1 Credit 1.2 Credit 1.3 Credit 1.4 Credit 1.5 Credit 2 Innovation in Design: Specific Title Innovation in Design: Specific Title Innovation in Design: Specific Title Innovation in Design: Specific Title Innovation in Design: Specific Title LEED Accredited Professional 2 2 Regional Priority Crediti Possible 1 1 ®mm Credo 1.1 Regional Priority: Specific Credit Credit 1.2 Regional Priority: Specific Credit Credit 1.3 Regional Priority: Specific Credit Credit 1.4 Regional Priority: Specific Credit Certified 40 to 49 points Silver 50 to 59 points Gold *. Possible Por - LEED CHECKL �o� IResidential Loading Maneuverability 3.- VALIED GUTTER SHALL BE 1x 0110 x' 0Prr 001500an CONSTRUCTED 00110 sE"" ""° CONCRETE VALLEY GUTTER WOWS Mountable Curb Details N0 SCALE Parking Striping Details NO SCALE Information Provided by: t• Klmley-Horn t• and Associates, Inc. GUTTER CURB & GUTITER AND SIDEWALK DETAILS OR AI Of PUBLIC IYORKS R 14I CITY Cr WRN{ ROAM ROPOSED BUILDING /W 2a MAX SIDEWALK EASEMENT PUBLIC Valley Gutter Details • ROPOSED VALLEY GUTTER IVisibility Triangle Diagram A NO SCALE I Visibility Triangle Diagram B B A —yam I Keyplan CIVIL SITE DET Information Provided by: t• Klmley-Horn t• and Assceiates, Inc. APPROVED LOADING MANEUVERABL 0— I NOTE: FINAL COLUMN PLACEMENT SUBJECT TO MOVE IN FINAL DESIGN. 7.50 02.50 3.00 —1250 WB50 eel 15 MARCH 2013 LOADING BAY 2 JI ILLI I I I I LOADING BAY 5 LOADING BAY 8 Information Provided by: KimleyHorn and Associates, Inc. LOADING BAY 3 LOADING BAY 6 1. L. 1 ■ • ■ LOADING BAY 9 33.00 V.00 19.50 WB-67 feet Tractor ra eef`M1EN MO Lodi to RLock Tme Tmaer TrcW .45a r[IwIatA9 Rn91e isa ACTUAL LOADING MANEUVERABLITY LOADING BAY 4 LOADING BAY 7 LOADING BAY 10 NOTE: ELEVATOR SF-01 DELETED -DIAGRAM NOTES FINAL COLUMN PLACEMENT SUBJECT TO MOVE IN FINAL DESIGN. FOR LOADING BAY 1 NO LONGER APPLICAPLE 30 JANUARY 2019 A A assemeseurA ®\ aN Nor r� • .0 20-0 I Pedestrian Passage Widths WALKABLE SURFACE N T r +F.S. III 4,0' +F.S. = 5,5' +F.S. = 4,0' +F.S. = 4,0' +F.S. =4,0' +F.S.= 0 0, Pedestrian Grading + F.S. = FINISH SURFACE PEDESTRIAN PASSAGE DIAGR U. 6. GUTTER ADJACENT TO PAVEMENT CROSSCURB AND GUTTER STANDARD CROSS SECTION STANDARD 6" CURB *NOTE: SHEER REINFORCEMENT ONLY REWIRED AT INTERSECTION RADII AND COMMERCIAL DRIVEWAYS 6• CURB M GUTTER (TYPE "F"L 6 CURB (TYPE 'D-I CROSS SECTION TRANSITION TO LOW CURB NOTES: ALL WORK SHALL COMPLY WITH CITY OF MIAMI STANDARD SPECIFICATIONS. , SUBGRADE SHALL BE COMPACTED TO SW5N DENSITY AASNO T-IBO. { TO j• OPEN EXPANSION POINT 3. VALLEY GUTTER SHALL SE CONSTRUCTED IN SP MAXIMUM SECTIONS WITH SECTION AND CONTRACTION JOINTSAT ID INTERVALS. s. RB CUBETWED GEN EUTTER OR CURB SHALL BE CONSTRUCTED IN SECTIONS NOT TO EXCEED 50' IN LENGTH W?H {• TO j" OPEN EXPANSION JOINT BETWEEN EACH SECTION, AND CONTRACTION JOINTS AT ID INTERVALS. 5. REINFORCEMENT SHALL BE USED EXCLUSIVELY AT DRIVEWAYS, FROM PC TO PT, AND IF APPROVED BY ORPW. ALL REINFORCEMENT TO BE tt, WITH MIN. LCONCRETE COVER. CITY OF MIAMI DEPARTMENT OF RESILIENCE & PUBLIC WORKS CONCRETE CURB AND GUTTER DETAIL R 02 DATE: 04/23120 NOTE 7' FLARE 4' FLARE CK OP ES WITH SIDEWALK WIDTHOF SIU�ALC/PARKWAT (0-33') jLOPE /-BACK OF SIDEWALK TOP OF CURB UTTER Ic-gLOF DRIVEWAY OF SIDEWALK RIVEWAY CURB G GUTTER • VARIES SLOPE VARIES MINIMUM STRENGTH 00 PSI 3' (MIN) LOP PIASLOPE (MA X I n MAK, SECTION A -A CIITY OF MIAMI DEPARTMENT OF RESILIENCE & PUBLIC WORKS STANDARD CONCRETE DRIVEWAY DETAILS W/ CURB & GUTTER (LESS THAN T-B") BEHIND BACK OF CURB DETAIL R 05 Curb and Gutter Details Parking Striping Details NO SCJE REVISION 5 MAY 21, 2024 Loading Maneuverability NO SCALE I Visibility Triangle Diagram A NO SCALE PROPOSED 10'X10' PEDESTRIAN TRIANGLE °b Visibility Triangle Diagram D I Visibility Triangle Diagram B NO SCALE Visibility Triangle Diagram C PROPOSED 10'X10' PEDESTRIAN TRIANGLE PROPOSED 1O'X10' PEDESTRIAN TRIANGLE I Key Plan 30.00 4.00 20.00 SU-30 feet Width 8.00 Track 8.00 Lock to Lock Time 6.0 Steering Angle : 31.8 ISU-30 DETAIL REVISION 5 MAY 21, 2024 L-0 Landscape Plans L-1: Site and Landscape Requirements L-2: Existing Tree Survey L-3: Existing Tree Survey L-4: Existing Tree Survey County Parcel L-5: Existing Tree Survey County Parcel L-6: Landscape Zone Types L-7: Zone Representative Plant Types L-8: Zone Representative Plant Types L-9: Landscape Master Plan L-10: Roof Deck Landscape Plan L-11: Waterfront Requirements L-12: Waterfront Enlargements L-13: Riverwalk Perspective L-14: County Parcel Master Plan I N 0 2 0 2 Cr J fl W fl LIT' ` 1_._,x I. .i ›.t ill. LE© MIAMI 21 REQUIREMENTS Requirements ire g ILot area Required Trees per Acre at Zoning District Total Required Trees Palms; 1 Palm =1/2 Tree Trees on Upper Levels Native Species (Trees) Street Trees Seawall Elevation above National Geodetic vertical Datum Top Width Safety ladders Elevation above adjacent planting/safety zone safe y Buffer Zane Paved Width Planted Width Circulation Zone Unobstructed Paved Width (adj. to planted Sakty Buffer Zone) Un obstructed Paved Width (adj. to paved Safety Buffer Zone) Alignment offset PassiveZone Paved or Planted Width Seating Transition and Security Zane Width Access to adjacent uses that serve public Right of Way-+EU'W Street Tree Spacing Street Tree Spacing Street Tree Spacing Street Tree Spacing Bicycle Rack Benches Trash Lighting Riverwalk Elements Seating Spacing Seating Location Seating Orientation Seating Mounting Light Bollard Spacing Light Bollards location Overhead Lighting Spacing Overhead Lighting Location iture Site (shade nstructures, sculptures, concessions, etc) Required 8.14 Acres 22 180 may count for up to 30%of Proposed Total may count for up to 25%of Proposed Total must account for at least 30%of total See Right of way 3' minimum 4' minimum 15' clear minimum 16' clear minimum not to exceed 6' offset per 50' length 3' minimum Proposed n/a 22 180 30,6 25,6 t See Right of way 10' per 50' See Riverwalk Elements See Riverwalk Elements Compliant n/a yes yes Yes yes Yes See Right of way Yes Yes Yes Yes yes yes Yes Yes Yes See Riverwalk Elements 3' minimum 3' yes Wide, visible and easy Wide, visible and easy Yes pedestrian access pedestrian amass 8' clear minimum 5' minimum (55' spaces) Om.imum 1 footconndle minimum .0 maximum Confined m Passive Zone Backed Benches oriented to water Permanently Installed C In Safety Zone Confined to Safety Zone 50' O.0 Confined to Passive Zone Confined to Passive Zone (5s ties) 1 footcondle Passive Zones Backed and Unbacked Fixed and Movable nD Safety Zone Passive Zone Passive Zones Yes Yes Yes Yes yes Yes yes yes yes Backed and Unbacked Fixed and Movable yes yes yes yes yes LANDSCAPE LEGEND INFORM/1,0N REQUIRED To BE PERMANENT, AFFIXED To PLANS Transect Zone. T6-24-0 OPEN SPACE Lot Area 354,578 A. Square feet of required Open Space, as indicated on site plan. Lot Area = 354 578 s.f. x 10% = 35 458 s.f. B. Square feet of parking lot open space required by Article 9, as indicated on site plan. Number of parking spaces _ xx x 10 s.f. per parking space= C. Total square feet of landscaped open space required. A+B= LAWN AREA CALCULATION A. Square feet of landscaped open space required by Miami21 B. Maximum lawn area (sod) permitted = 20 % x 15 503 s.f. TREES Acres 8.14 A. Number of trees required per net lot acre, less existing number of trees meeting minimum requirements = 22 trees x 8.14 net lot acres— number of existing trees = B. % Palms allowed. Number of trees provided x 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 erage spacing of 30' o. c.). 870 linear feet along street / 30 = % Palms permitted to count towards street trees on 1 1 basis x 30%. F. Street trees located directly beneath power lines (maximum average spacing of 25' o. c). N/A linear feet along street / 25 = SHRUBS 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 35 458 143 622 N/A N/A 35,458 143,622 17 729 49 679 21 704 2 400 180 180 54 54 54 54 36 36 29 35 9 15 N/A N/A 1,800 1,800 540 540 360 360 SITE AND LANDSCAPE REQUIREME MIAMI CITY CODE CHAPTER 17:TREE REMOVAL ESTIMATED MAXIMUM AMOUNT OF REMOVED TREES (MEASURED BY DIAMTER AT BREAST HEIGHT, D.B.H.) RIVER LANDING SITE41 COUNTY PARCEL 353 TOTAL' 94 ESTIMATED REPLACEMENT TREES REQUIRED (PER CHAPTER 17.6.11) 1322"DB.H. TREES OR 664"D.B.H. TREES ESTIMATED ON -SITE REPLACEMENT TREES PROVIDED 180 MINIMUM 2" D B.H. TREES ESTIMATED ADDITIONAL REPLACEMENT TREES REQUIRED (PER CHAPTER 17) MINIMUM 2"D.B.H. TREES 0 MINIMUM 4"D.B.H. TREES 0 LEI EXISTING TREE SUR o rr,X rem NOTICE IS HEREBY GIVEN THAT SUNSHINE STATE ONE CALL OF FLORIDA . INC. MUST BE CONTACTED AT 1-800,32-4.770 AT LEAST 2BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION EXCAVATION OR DEMOLITION ACTIVITY WITHIN, UPON, ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY, THIS NOTICE IS GI`/EN IN COMPLIANCE WITH THE 'UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT". PURSUANT TO CHAPTER 556.101 111 OF THE FLORIDA STATUTES. ,PR1EESJ R1+V�E�Y RIVER !ARMING IIPIsTELID IIWIIIII I 11 LOCATION SKETCH PORTION OF Svv, OF SECTION BsTOWNSHIP 53 SOUTH, RANGE 41 EAST THIS DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL, VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS. ed value of VI E along the ve The National Geode, Vertical Dotum of 1919. abuiting th,Aoee,Nore eYe,,,Y T. Se, Pee o, PM Oh ATD,z na" Th A 5Y 0..2 s,ee e Florio, licensed surveyor and mapper. 9. Due Me frequent changes ond inierpfetaffons of zoning ordir,ancesit the owner's responsibility the symbols roa,I,lenee Me legendand 0n ,, Served dede 010,, on th, map represen. the res., of the be considered as ina,ating e plotted onthe survey enOrety of mode in April 2001. New re the eastern part., ar the property M November 2004 the replat vacate an old 10-fool rood right-of-way P$ not physical.). e M of the ntee, under, M Plot Book 5. ot poge oI Pub, Records of Doo, Coo*, Flo., Together with: Tract A of RNER LANDING. as recorded Plot Book 16d, ol page 16 olthe Pohl, Records of Dade County. Together with 1.5t.h. Avenue odulling Lots 8 ond 9 of Me Plat oI ST of the mop of MIAM, RIVER prepared by ,a of Jac Florida doled November 7.5. 192, SURVEYOR, CERTIFICATE: cerffy thot Ws mop or plot and the survey on wh,ch , dosed were mode M accordance w,h 'MINIMUM STANDARDS DEIAIL REOUIREMENTS ALe/ACSN UN1S T,TLE SUFVEYS,'IDi.I/y eslo1/01/2 end odoe,eV SY Me dole of'11. ced,r7colian.'undersigne'd furiner'ce.l.'es Mal Me so -ye; and Closure en n/io, Lund Boundaries for L1A% LUDOVICI AND ORANGE COM,. ENGINEERS BID 040.0 MIAMI-DADE COUNTY, FLORIDA RIVER LANDING DESIGNED: -- DRAWN, El KALE OS NOTED DATE SHEET OE 2 SHEETS IL EXISTING TREE SUR KLAIBER 402 403 405 406 407 408 409 BOTANICAL NAGE PNEAsenerme elegy. PhcAssperma AMIE Spillaire Pahl Solitaire Palm Selltalre Palm Tama Fa n 70 SPREAD HEIGHT 413 414 416 418 420 423 425 426 427 428 liyashlentonla rah,. Ten. G 30 Tama rand Washlentonla Palm Nwanlea Brassie ectlornhylh Shoal Pelmet o hoshlentenla 161.70.701 Seltoleara 80 2,,Inonala Palm Washlentonla Palm lnoslenetenla Palm 35 13 432 434 435 436 437 4-12 444 446 448 4.19 450 451 152 453 455 Ficus pap... pandurate Brassia Caucus alrelnleon Sobol Palmetto GobalPalmetto Royston, elateareolo lemsele oniony,. Pmsela Fiddle Le, Fa Fiddle loaf Eh Salle flier a leve Slyer 8telopTood Patel Palm Sobel Palm Rye, Pelm Roy al Palm esnellem 30 TO 60 50 20 I, as. actionphyla elotopooh In Ro,1 Polo Royal Pol Gnehlenlonla Palm 154 153 191 assia action.). limsele oniony,. Bras. lonphylla Sehaelare Pctehlkf 90 ScheHlara Schenlera 193 Schefflera 0.1 .7771 467 455 470 171 472 475 476 477 470 480 431 482 -184 484 485 486 487 488 489 .129 493 An,la awl Is Calistemon nl Dpleals Ups.. PNEAsenerm hoar Dale Palm Dale Pain Dale Palm Dale Pain Dole Pain` pla Royston,. halo -Engle Weeping Poltiebrus7 Ochrealo Preca Palm, Roy al Palm Strangler El9 10,11,1onlo Palm SA.. Palm Solitaire Palm Roy al Palm Puyel Roy al Palm Ttuyel Roy al Palm 190.1 Pe. 50 60 3.0 THIS DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL, VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS, 11R1R2ENs RMBY / 2S / RIr YER1 Z ANDZ �G fir/ I za W, 30TERFAGE GRAPHIC SCALE N.W. 14th STREET - / 38 / / / /\ \ / / 39 / / / V A J / / 40 / / / \ ' i / / 4> / / / µ NwN �'P-q/ 42 / / ,, oAT ` \\ / / p'q / <3 ' I 1/6'11. %V, l 0 MIAMI-DADE COUNTY, FLO SEC. 35-53-41 RIVER LANDING MOP NO 2001 31.4 DESIGNEE -- LI SCALE.. NOTED 2 OF 2 SHEETS LEO EXISTING TREE SURVEY COUNTY PAR NOTICE IS HEREBY GIVEN THAT SUNSHINE STATE ONE CALL OF FLORIDA, INC. MUST BE CONTACTED AT ]]0 AT LEAST 2 BUSINESS DAYS IN ADVANCE OF ANY CONSTRUCTION. EXCAVATION OR DEMOLITION CTIVE, WITHINABUTTING OR ADJACENT TO THE PROPERTY.SUBJECT THIS NOTICE IS GIVEN IN COMPLIANCE WITH THE "UNOERGROUNO FACILITY DAMAGE PREVENTION AND SAFETY ACP. PURSUANT TO CHAPTER 556.1,111 OF THE FLORIDA STATUTES. THIS DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS. R�R1E�E� S� —vaiy, CIr Ira cmJvipmze 9�9 �IIII ICIIIII VW r LOCATION SKETCH PORTION OF Swv< OF SECTION SS, MwMI-DSCALE 1,00'oRIDA. Peace., a alum of 191, 4. Unless other e noted 'ego, ono. measured do, ode , substant,I , Fence owneeship. , any. was establish, by ,sual means only. but leg, ownershR hos not been oP , Set IconPPD`2 2 quo e ;Rohe, m,ry um) comers unless otNer.,e noted. Rada, licensed surveyoe and mapped ;; Ihe symbols (H reflected deAresents Reedcesu,s,s2of the9 I Rooted ony of gegoerty. whet LEGAL DESCRIPM, Ira, 9 of CIVIC CENTER SECTION ON, oceaco,g the Plot thereof 09 Stendeeds selforth Florida Booed of Pr Whdo MIAMI-DADE COUNTY, FLORIDA C h CIVIC CENTER SEC. ONE TRACT 9 DESIGNED: -- DRAWN, El SCALE AS NOTED DATE 02- SHEET. 1 OE 2 SHEETS CD Z 0 Z Q J Ce W N> IIT'° �z� f0-a Io1 EXISTING TREE SURVEY COUNTY PAR WREN StylRVE1Y C1 C GRIV EAR Number Diameter SabalEalrneao biscrolia BUISPG Simard. Wastingama Marra Wastingama Marra Calluarnorourninalis Saba Palm burommod Purnber Dam Saba Palm/Mangler Fr5 boalebrust PM Taranto 10 Selma arebratirolius Selma arebratirolius Trappe. populnea Tenn.. parappa Trappe. populnea Selma arebratirolius Trappe. populnea Trappe. populnea burrormood Brazilian Pepperrree Brazilian Pepperrree Portia Tree TropicalMnoral Portia Tree Brazilian Pepperrree Portia Tree Portia Tree 20 22 25 20 29 Selma arebratirolius Trappe. populnea Selma arebratirolius Casuarina eirmereolia Casuarina eirmereolia Trappe. populnea Trappe. populnea Selma arebratirolius Selma arebratirolius Trappe. populnea Trappe. populnea Trappe. populnea Brazilian Pepperrree Portia Tree Brazilian Pepperrree Australian Pine Australian Pine Portia Tree Portia Tree Brazilian Pepperrree Brazilian Pepperrree Portia Tree Porn Tree pp rp a rap 30 30 Trappe. populnea Tenn.. parappa Trappe. populnea Selma arebratirolius Trappe. populnea Portia Tree TropicalMnoral Portia Tree Brazilian Pepperrree Portia Tree Selma arebratirolius Trappe. populnea Trappe. populnea Omer Oureera Omer Oureera Wastingama Marra Brazilian Pepperrree Portia Tree Portia Tree Mama Palm Masa Palm Wastingama Marra Wastingama Marra Wastingama Marra 06 00 50 Wastingama Marra Wastingama Marra Wastingama Marra Wastingama Marra Selma implant, pros Brazilian Pepper Dee 52 50 55 Wastingama Marra Wastingama Marra Wastingama Marra Tenn.. parappa Tenn.. parappa TropicalMnoral TropicalMnoral THIS DOCUMENT CONSISTS OF TWO (2) SHEETS AND EACH SHEET SHALL NOT BE CONSIDERED FULL. VALID NOR COMPLETE UNLESS ATTACHED TO THE OTHERS. GRAPHIC SCALE MIAMI-DADE COUNTY, FLORIDA CIVIC CENTER SEC. ONE TRACT 9 PPM NO: 2001 MP DESIGNED: -- DRAW El CHECKED: AS TALE AS NOTED DATE 02- 2 OE 2 SHEETS LEZ STREETSCAPE Urban edge of building defined by wide pedestrian walk, understory planting, regularly spaced street trees, lighting and site furnishings to create a separation from vehicular traffic, and maintain a human scale in keeping with Miami River Greenway Design Standards. Occupiable rooftop area for tenants of the residential component filled with understory planting, large trees 8 palms which create informal spaces and define amenity areas. This area provides insulation from radiant heat, slows runoff, and uses captured runoff for irrigation. VlA �Wl vo ■■• UUUU■�■■■A1 1 ■■■■ MEIMMEMIIMMEMMEIll J I, 1�1■■■�■��i • aF°'m E. !i■fl �I �■1■ ■ril■1■1�� 111 "■■ II._I=1 NMI Y P �1_F rii lCiL.V1 K1iell1111•l Pedestrian connection open to north and south with retail frontage akin the east and west. Unimpeded sight and circulation routes follow and ross a linear water feature along the north -south axis to the Riverwalk. Pockets of understory planting and palms are dispersed through many levels to create a multi -story urban park. EXTENSIVE GREEN ROOF Unoccuplable rooftop area creates naturalized look through the use of native and hardy groundcovers and understory plants to Insulate from radiant heat and slows runoff rate uses captured runoff for Irrlatlon. LANDSCAPE ZONE TY RIVER PARK 1 Linear pedestrian parkway with lush hammock planting and promenade walkway providing intermittent views 8 access to riverfront to the south and access to outdoor retail terraces and residential frontage to the north. Along the length nodes create opportunities for retail kiosks, informal seating areas, public artwork, passive recreation at the waters edge and programmable spaces for special events. Loop ATRIUM Myrcianthesfragrans Ligustrumjaponicum Simpson Stopper Thrinax radiata Florida Thatch Palm Cory ine spp. Cordyline Bromeliad spp. Bromeliads Japanese Privet Veitchia montgomeryana Ptychosperma elegans Veinhcia Palm Solitaire Palm P i o. en.ron Re. Congo Monsters .e iciosa Swiss cheese plant Philodendron Red Congo rallOaenaron Dune Marx Philodendron Burle Marx Mahogany Roystonea elata Royal Palm Coccoloba diversifolia Quercus virginiana Pigeon Plum Live Oak Veitchia montgomeryana Phoenix canariensis Veitchia Palm Cnrysooaianus icaco -Rea Psychotria nervosa Tip' Red Tip Cocoplum Tripsacum dactyloides Fakahatchee Grass Wild Coffee lephoG... Boston fern Wart Fern Canary Island Date Palm Hamelia nodesa Dwart Firebush Keyplan SCALE. NTS ZONE REPRESENTATIVE PLANTTY LET Pigeon Plum Veitchia Palm t �7 F11 • Ir Zamia Pumila Coontie Spartina bakeri Sand Cordgrass Clusia guttifera Pitch Apple I nrinax raaiata Florida Thatch Palm Homelia patens Firebush Salvia greggii Cherry Sage Coccoloba uvifera Seagrape Silver Palm Serenoa repens "Silver Silver Saw Palmetto Borrichia arborescens Sea Oxeye Daisy RIVER PARK Rii'L aurea Strangler Fig Cocos nucifera Coconut Palm Zamia Pumila Coontie Spartina bakeri Sand Cordgrass Conocarpus erectus Green Buttonwood Roystonea elata Royal Palm Bursera simaruba Gumbo Limbo Sabal palmetto Saba! Palms ryso.a anus icaco Re• ip Serenoa repens "Silver Red Tip Cocoplum Beach Creeper Silver Saw Palmetto Borrichia arborescens Sea Oxeye Daisy Keyplan SCALE NTS ZONE REPRESENTATIVE PLANTTY L0 0 quantity de structure. `location a. PLANT TYPE Large Canopy/Sheet Tree MetlWm'Smgll Tree NTS COMMONIBOTANICAL NAME Lrra l0uonem n s, a.mm tame rm.ma..vabl. 81.111salFaffican miW.j Iwa iIlagaala l.o.elw.1 T..iayr M.,.FRae la Fla lTulew Soma. � e yic�ao�aam�Iw�ar+irnee�ve, savanliN���� Iw.m Tmam.am...%�.iv71m Icwwwa 4:: PN.an bai.�w.mai Mew rtaermaAaro vnvx u�w+malvanlaNarmin waoeP�rr HEIGHT ytw.ie ��leim,] is An SPREAD Ymm.ep.nse CALIPER I.txl tans mm I IV. np.neaa s m .th.n.a PLANT TYPE Stmel ',a' Palm Large Palm �115 Metl1unSm II Palm COMMON/BOTANICAL NAME gory • PPaa Gro. I cmuxa46Ya PYn16aeN Rpam] P:dea.P.m lm.weaph.*NMI HEIGHT w.alro..WMN, SPREAD CALIPER LANDSCAPE MASTER P L.f Log NTS PLANT TYPE COMMONIBOTANICAL NAME Large CempyBlreet Mee MecIMBISmell Tray ss Ca ,17Anam .rvm'm l Orna tutio la...v..i...a.l. Zer.tkpIpmw teCypiu Itvmlum Lkt1.16anap. easy swa �`� w•yoo. M 4.aw. mom. HEIGHT tg upaw.e to MIL a Wiling BPR EAC ANL, pmAa CALIPER I.e.a e.np rw1 emm.l gm 2,1r. PLANT TYPE Street 'ire, Palm Large Palm I� 5_ M e- SmM Palm COMMON/BOTANICAL NAME Royal I. HEIGHT w.,aa ml, . p.m..g SPREAD CALIPER to PeNinn MI. e WaNc ROOF DECK LANDSCAPE P LEI 0 Waterfront Zones ■ Bulkhead/Seawall ■ safety Zone ▪ Secondary Passive Zone Circulation Zone ■ Passive Zone Transition Zone 1:30 Minimum Requirements' 18 - 24 wldfh - 6 - 8 above Safety Zone 6 min. above NOVO - Constant elevatlon 4' min. width [planted] 3' min. width [paved] - 15' -16' unobstructed width - Meander not to exceed 6' - Constant elevatlon offset per 50' length - 3' min. width - 3' minwidth xMlnlmum Regulrements per Ream 21 Zoning Code 4 Ream] River Greenway Regulatory neslgn Standards Section A 1:10 Modifications - Proposed Zone - Meander to be 10' offset per 50' length - Backed & Unbacked Seafing - Fixed and Movable Seafing Section B 1:10 Elements' - Safety Ladder - 100' O.C. max. - Bollard lighting - 20' O.C. max. - Canopy Planting - Seating -Bollard Llghting - 20' O.C. - Non -slip Paving WATERFRONT REQUIREME - Low Level Planting or Detectable Paving - Canopy Planting - overhead Canopies - Clunk'Ing Fountains - Low Level Planting - Concessions - PubllC Artworks - Seating - 50' O.C. ma - Canopy Planting - Overhead Canopies - Pedestrian Llghting X50' O.C. max. - Low Level Planting - Concessions - Low Level Planting, Trees, Fences or walls [where adjacent to private spaces] - wide, visible and easy pedestrian access [restaurants, shops, hotels, etc.] 'Elements con', to spec, zone per Mama 21 Zoning Code .4 Ream] River Greenway Regulatory neslgn Standards Drinking Fountains 18" - 24" Ter ra ring Section C 1:10 River Element Maximum Spacing searing - 50' O.C. • Pedestrian Lights - 50' O.C. Bollard Lights - 20' O.C. Ladders - 100' O.C. LEI circulation zone passive zone 15' 3' Section A NTS J 4- ~A Enlargement A NTS 1:30 Section B NTS Enlargement B NTS WATERFRONT ENLARGEMENTS Section C NTS Enlargement C NTS LEI 2 Concept Sketch RIVERWALK PERSPECT LEI NN tqAt...” Sra / Iflr,„t ritiu12.0.415r / UP/12.4n ReAtrs 0,14,4r-ro L cp1m4is a 12 (91 rro ,P1,96€5 Keyplan COUNTY PARCEL MASTER P stpsumik wskALl_ cd.o., cart, 3416r5 o01,010 Urneihte L.1 MIAMI 21 REQUIREMENTS LOT AREA 2.045 ACRES VEGETATION REQUIRED PROPOSED COMPLIANT Required Trees per Acre at Zoning District 22 22 Yes Total Required Trees 33 33+ Yes Palms; 1 Palm = 1/2 Tree may account for up to30% of Proposed total 0300 Yes Trees on Upper Levels may account for up to 25d pose of Proposed total < 250 Yes Native Species (Trees) must account for at least 300 of total 2 30% Yes Street Trees See Right of Way See Right of Way See Right of Way RIGHT OF WAY +60'W REQUIRED PROPOSED COMPLIANT Street Tree Spacing mincmedm Yes Street Tree Spacing 5' minimum 10' Yes Street Tree Spacing 30' o.c 30' o.c. Yes Rack Bicyclema9i 50*0 < 500' o.c. Yes Benches 200' o.c. 0 200' o.c. Yes Trash 150'ocm maximum 150' o.c. Yes Lighting lfootcandle mlnImum lfootcandle Yes MIAMI CITY LANDSCAPE LEGEND TRANSECT ZONE'. T6-24-0 LOT AREA'. 89,080 SF ACRES'. 2.045 OPEN SPACE REQUIRED/ALLOWED PROVIDED A Square feet of required Open Space, as indicated on site plan: Lot Area = 89,080 5F X 10%= 8,908 5F g,g08 SF 37,780 SF (35.7%) B Square feet of parking lot open space required by Article 9, as indicated on site plan: Number of parking spaces X 10 SF per parking space = 0 X 10 SF N/A N/A C Total square feet of landscape open space required: A+B=8,908 SF+0 SF=8,9085F 8,908 SF 77,777 SF LAWN AREA CALCULATION REQUIRED/ALLOWED PROVIDED A Square feet of landscaped open space required by Miam121: min. 50 of the lot area 4.454 SF 77,777 SF B Maximum lawn area (sod) permitted = 200 X 4,454 SF 891 SF 5,497 SF TREES REQUIRED/ALLOWED PROVIDED A Number of trees required per net lot area, less existing number of trees meetIng minimum requirements: 22 trees X 2.045 net lot acres - 12 number of existing trees = 33 33 33+ B Palms allowed: Number of trees provided X 305 = 9.9 10+ C Natives required: Number of trees provided X 305 = 9.9 10+ D % Drought tolerant and low maintenance required: Number of trees provided X 20% = 6.6 7+ E Street Trees (maximum average spacing of 30' oc): 863 linear feet along (NW N River Drive & NW 13th Terrace) / 30 = 28.76 Note: Provided quantity includes 5 of the Small/Medium Trees at the back of the sidewalk adjacent ROW 29 29 Palms permitted to count towards street trees on 1:1 basis X 300 8.7 7 F Street trees located directly beneath power Imes: (maximum average spacing of 25' o.c.): N/A linear feet along street / 25 = N/A N/A N/A SHRUBS REQUIRED/ALLOWED PROVIDED A Number of shrubs required: 33 Number of trees provided X 10 = 330 330+ B Native shrubs required: 330 Number of shrubs provided X300 = 99 99+ C % Drought tolerant and low maintenance required: 330 Number of shrubs provided X 200 = 66 66+ MIAMI CITY CODE CHAPTER 17: TREE REMOVAL ESTIMATED MAXIMUM AMOUNT OF REMOVED TREES (MEASURED BY DIAMETER AT BREAST HEIGHT, D.B.H.) 195" total D.B.H. of trees 41" total D.B.H. of trees (4 trees listed as FLEPPC Category I Invasive) 47" total D.B.H. of palms (9 palms) ESTIMATED REPLACEMENT TREES REQUIRED (PER CHAPTER 17.6.11) 98 Trees at 2" D.B.H. each OR 49 Trees at 4" D.B.H. each 4 Native Trees at 2" D.B.H. (One-to-one ratio for removal of non-specimen/non-native tree) 18 Palms at 16' OA with a 6" D.B.H. ESTIMATED ON -SITE REPLACEMENT TREES PROVIDED (PER CHAPTER 17.6.11) 48 Trees at 2" D.B.H. & 25 Trees at 4" D.B.H. each 4 Native Trees at 2" D.B.H. (One-to-one ratio for removal of non-specimen/non-native tree) 18 Palms at 16' OA with a 6" D.B.H. OR contribution to Tree Trust Fund if needed ESTIMATED ADDITIONAL REPLACEMENT TREES REQUIRED (PER CHAPTER 17.6.11) Minimum 2" D.B.H. Trees: 0 Minimum 4" D.B.H. Trees: 0 SITE AND LANDSCAPE REQUIREMENTS GRAPIIIC SCALE = 1- BOUNDARY & TOPOGRAPHIC SURVEY 7. BOUNDARY INFORMATION 1 LOCATION MAP SEE SHEET 2 FOR TOPOGRAPHIC INFORMATION veR., c„," 5,55 , 5555," "55 „,,i. re">" i54. ,,--< ,,....:7 '4,,,'• / / / 515' / • 45;55-55,5/55"" 75 ,, '''• /,.'"',k;,',,,,',,,,- /' ," 55515-D, -,F,::,' ,,e 55-51,5'Ff, 4 17,1 .51,77"'"' -z, 57,-,/ , 5 7 -745,5505.5" / /5, 7 .."7,457 e 5' 55555, 4z5,5- I / ,57-55:441, ,..1,,,,,*,` 10, R., / / ///, ,i 5 "---, ARERFOIS 7DR, 2 ISEF-HPIEL 5'5" 55 5g,5515,;" TREE 1:461£ 55'5' OWN. WARN. „Asa ravnia„ 5-55.752" ,57,5515 5.5 '55 B.„.•„„„[,• 155"55-5.T55 MAE. AVM.. „flarn1111 „.1.11„,„1•1 Admid!„„„ibi Chrignm Si. 4,44.474„N„ „midi. „WWI FHAI OFSHRIPTIONS. A2RHR', RvAt'*.:g',1,.,°E7LTPWRE'Rrff=02F, getjS7 SURVEYOR'S NOTES. '1072- -43! ,ZtX.;3"' I r MSC - I ar Slla I la r r CI .1ms. RR, WM. NI MS .11,1M-1.> cum, ,ongom - PIAT ENTERED 'ST JOHN PARRDECLAT ROOK 5. PAGE .19, OF ME AMC RECORDS OF NIAAN-DADE COUNTY FLORIDA) PICT THE IV ALLEY SHOWN HEREON, BUT SAID PLAT DOES NOT ROWE IP ME ALLEY IS PUBLIC OR PRIVATE FELP,13UFS. 7 MR:L/2H 2,377 SPLOAF FFF, EPE ILF, MOW .1,,,UFS. 5 7,01101i FFFT ,71 A1,3, SI OFF „, „L OPCNAIC COM,„,, ,GMEgATE ARCA :IF 27..5 SQUARE FEET OR 002 ,OPES, MORE SISLESS SEE 3 EL. FSP TABLE Ca a ROPE Pr. DESSIRSTIO, TO.SETFER 147, RN= '14n7V1,..41.7s,V4141Nre'VLIZ%'''' sss' "'" " LOT , IT=5I'52t5T5R5',T.555"55=7525,.;55,,5555'5,5:5-5/5;g5555=570,555/155,5555 FLORIDA. AND 5055555r,7555555=557501=51=5515757555:51,M5:5T5555gME " THE EAS7 33 FEET OF LOT 3.9 AND 741., IVEST SS FEET OF L, , JOHN PARK,ACCORDING. „ , TO THE ...LAT 7-1,TREOF ESCOSO, ILI PLAT POOH 5, PAC, 1.93 OF ME F.,LiC. SECDFDS 4,,zmz442744,74 ors 334.,,, 4, DEM." MINER AL Sh TS OWNERS H ,aNS I /OR RIGHTS - Or- ES affa ,,,,Al-rAD.E COUNT, FLOR,DA. Lai Sa. LES'S ,EST 10 FEET TH,7,0, ROST 2C OF LOT 34 CO 7, ,ALR, ACCORO,.. TO TIT IFRFOr AS SECOMFD p; AT ROOK 5 P4., IS, OF P.)31,C RECORDS OF D.,DE FLOPEA. AND FA,CEL Sejaa FLOS1, 700E,, 141, /RE LAS, , ,LI NUI 10,1 . .,. d3,71, HANK n7ACTORZ R7FAT'P'SWH1nR. RZIRNECORD OF DADE 007,7 FLOR/DA. LOT 43 OF ST. JOON PAR, 7,00RONN3 TPE PLAT 7-ISREOF AS RECORDED /,/,,,* BOOK FADE /S. 0, TS, ,7701 RECORDS OF M.00-DADE COUNTY, FL,04. NOTE RED.ME LEGAL DESCRIPTION AS PRONDED S COMPRISED OF P EPARAAR,E: AaMPARDELS YAWN EA. AREA ARE CONRCUOUS, RUN NOVORTS! ,a2';',=Isla.7r.gTor f-c.nonrci r.= 5,55" 5555,5 155 5551'515 '55,555; '1" "" "'" 5,555'5151.55'555.55551,15,555," 55555 7,5555555 "555 5,55,5555,5 " - ' 5,555=5/55=505:5,555 5555=5,"555.5i5c7,55,5155,5"545-5"' "'"" '555' """ 5555R5555T,5355%2455E525;5925.15051,55,5,2AT75.MRN.":"' /"` : n,,,,r,Asz.;34.644,L 774,37oss ,Esesss TAs ,477,3733, sews 747 'Aso ',/=",S../M4'1=1,„Tt= trr'f=ror474"77:747Lr317/ S7=4-'1H4=1" NOTE: LINE LEGAL DESCRIPT,N PRGWDED THE ClfENT OS PER THE REFERENCED TULE ,T, sERTEL47, /7 007,4 App,, 7,7„N A fSh374/17,4V474.7777,47;Z.;14'IrPrIN'T;4;47,=71.5rA:V==.74t3'4, SJA/OLgf N1S SDHONHN NRyc PLR . ,LA/ , sR,R RR, R.R.R" REa',595`555 55,55,:55555,51,751,575,5555555555,5555555,D555Y55455" """`"D1" r,rz.5„7.r "LE a PROREIL, ADDRESS IS, NW 1,3 AVAII. IL FOOS'S DRS 0E00 ,730 NIM TATH TERRA, VA., FL 31-3135,13-0323 7440 ',ilk. ASTH TERRACE, W., FL 01 31.., CO1C. NAV t OrtlYt, Rwm, ,L 31 .3135 EO DRAG 17-,,-0111-012, LL, 4", NOR, R/VER DRS,. 43,1I. FL 91-71,-CA-02, N/3 411A.41,, FL 31-3135-DO-STED 1.111 W.' NORTH RIVER OR, KARL FL 31-3,5,11-0,10 AR, * 5i55:5551555'54'g5.1555q5575! 5`555iS,5,,Z,-.55"5,55.,55Z'5, 5 SCALD 1,20. C.1Gum 03-86989 DC 61 67 EXISTING TREE SURVEY (1 of 2) BOUNDARY & TOPOGRAPHIC SURVEY GRAPHIC SCALE SEE SHEET 1 FOR BOUNDARY INFORMATION PARCEL I ANA os iP.lo"P1 99) PARCEL O ALLEY 9 N.W. NORTH RIVER DRIVE N6212'25. �ti�rm ,Atr,t 00-26926 2 Or EXISTING TREE SURVEY (2 of 2) SCALE: 1" = 10'-0" 10 20' STREETSCAPE - NW N RIVER DRIVE BUILDING IS SETBACK TO PRESERVE EXISTING LIVE OAK TREES. ADDAPAVE IS USED AT THE EXISTING TREES AND AND IRONSMITH PAVER-GRATE60 PAVEMENT SUSPENSION SYSTEM IS USED AT THE PROPOSED TREES ALONG THE 12'-6" WIDE PEDESTRIAN SIDEWALK. SEATING AREAS AND MICRO PLAZA SPACE ARE PROVIDED, SITE FURNITURE USED TO ENHANCE HUMAN SCALE. A LANDSCAPED VERGE WITH SMALL TREES AND UNDERSTORY PLANTING BUFFER THE PEDESTRIAN FROM THE STREET. PRESERVED EXISTING LIVE OAK TREES FRAME PEDESTRIAN VIEWS AND CURB THE HEAT ISLAND EFFECT. NEW UNDERSTORY PLANTS ENHANCE PEDESTRIAN EXPERIENCE ON BOARDWALK CUT THROUGH. AN AREA FOR PASSIVE RECREATION IS PROVIDED THROUGH THE USE OF A LARGE LAWN. 1 STREETSCAPE - NW 13TH TERRACE TOWNHOME UNITS COMPLETE WITH PORCHES, OVERLOOK THE STREETSCAPE. THE 14'-0" WIDE PEDESTRIAN SIDEWALK INCLUDES PALMS AS STREET TREES AND UNDERSTORY PLANTING. OCCUPIABLE ROOFTOP AREA FOR TENANTS PROVIDES OPEN SPACE MULTI- FUNCTIONAL AND PASSIVE RECREATION AREAS. RAISED BEDS FILLED WITH LUSH UNDERSTORY PLANTING, LARGE TREES & PALMS, HELP TO CREATE INFORMAL SPACES AND DEFINE AMENITY AREAS. THIS AREA PROVIDES INSULATION FROM RADIANT HEAT, SLOWS RUNOFF AND USES CAPTURED RUNOFF FOR IRRIGATION. EXTENSIVE GREEN F 1, UNOCCUPIABLE ROOFTOP AREA CREATES NATURALIZED LOOK THROUGH THE USE OF FLORIDA NATIVE AND HARDY GROUNDCOVERS AND UNDERSTORY PLANTS TO INSULATE FROM RADIANT HEAT AND SLOWS RUNOFF RATE, USES CAPTURED RUNOFF FOR IRRIGATION. KEY PLAN SCALE: NTS LANDSCAPE SITE SECTION PASSIVE & CIRCULATION ZONE LEGENDS SYMBOL COMMON/BOTANICAL NAME �. Passive Zone Circulation Zone (Pedestrian) MATERIALITY - HARDSCAPE PASSIVE DESIGN ELEMENTS IIIIIIIIIIIIIIIIIII® e IIIIIIIIIIIII!911111 111 PASSIVE & CIRCULATION ZONES SCALE: 1" = 10'-0" 0 10 LANDSCAPE SITE SECTION - EAST NEIGHBORING PROPERTY BUILDING IS SETBACK FROM THE EAST NEIGHBORING PROPERTY TO PRESERVE EXISTING TREES. A NEW FENCE AND VEGETATIVE BUFFER IS PROPOSED. REFER TO SHEET L-21 FOR LANDSCAPE MASTER PLAN 0 5TH FLOOR PARKING LVL. 0 4TH FLOOR PARKING LVL $SRDFLOOR PARKING LVL. FINISH FLOOR.ELEV. $ ° 2 -0'ra oa G°DFE. \ O ORAOE ELEVv. KEY PLAN SCALE: NTS LANDSCAPE SITE SECTION =-1 Ole Pigeon Plum Coccobo/a diversifolia 'loyal palm Roystonea regia Psychotria /igustrifolia Sunshine Mimosa Mimosa strlgrlosa Live •ek (Existing) Quercus vlrginiana Florida Thatch Palm Thrinax radiata Tripsacum floridana Nephrolepsis exalts Simpson's Stopper Myrcianthes fragrans Chrysoba/anus icaro `Morizorttalis Coontie Zamia integrifolia Baby Rubber Plant Pepperomia obtusifolla Pigeon Plum Coccobola diversifolia 'loyal palm Roystonea regia Spanish Stopper Eugenia foetida m.inax radiata Scorpion's Tail Dwarf Fakahatchee Grass Heliotropium angiospermum Tripsacum floridana Stachyta phetajamaicensis Nephrolepsis exalta Simpson's topper Myrcianthes fragrans Firebush Hamelia patens Coontie Zamia integrifolia Frogfruit Phyla nodiflora KEY PLAN SCALE: NTS ZONE REPRESENTATIVE PLANT TYPES Pigeon Plum Coccobola diversifolia Spans Stopper Eugenia foetida Chrysophyllum oliviforme Lancewoo Octoea coriarea Ch ysobalanus icaco'Horizontalis Randia Wild Boston Fern Nephrolepsis exalta Marlberry Ardisia escallonoides Ba•yRu••erPant Wi. Petunia Ruellia caroliniensis Pepperomia obtusifolia GREEN ROOF AM Chrysophyllum oliviforme Spanish Stopper Eugenia foetida Key Thatch Pa m Archontophoenix alexandrae Leucothrinax morrisi American Beautyberry Caliicarpa americana Beacn Creeper E nodea littoralis y arem ra»�o Passiflora suberosa Jacquinia keyensis Flo a a T1,tom , Pa, Thnax radiata Serena repens Frogtruit Phyla nodiflora KEY PLAN SCALE: NTS ZONE REPRESENTATIVE PLANT TYPES _ PROPOSED TREE 7WITH 6' IRONSMITH PAVER -GRATE` PAVEMENT SUSPENSION SYSTEM FOR WALKABLE SURFACE EXISTIING PAIL TO REMAIN 25'X25' VISIBILITY /TRINGLE �2L ,R=18.94' i 10'X10' PEDESTRIAN/ TRIANGLE, TYP. J I ABMFe qy PE1PORBAOK ALLEY PLANTING LEGEND SYMBOL PLANT TYPE COMMON/BOTANICAL NAME HEIGHT SPREAD CALIPER Large Canopy/ Street Tree Live Oak (Ouerws virgin iana) Gumbo Limbo (8ursera simaruba) MaFogany (Swietenia maFogani) Strangler Fig (Ficus aurea) Wild Tamarind (Lysiloma latisiliquum) Paradise Tree (Simaruba glauca) 12'i min. f me of Planting (street trees 18, min.) 8' min. at time of planting at 2time f time of planting (street trees E' min.) ® Medium/SmallsafigHaf Tree and Street Tree Pigeon Plum (Coccoloba diversifolia) Spanish topStopper er(Myr(Eugenia foetida) Simpson's Stopper (Myrcian[Fes fragrans) men a planti�q 8ime at planting f time of planting •King Large Palm/ Street'Tree' Palm Alexander Palm (AmhontopFoenix alexandrae) 14' gray wood min. time ofime planting 14' at maturity 10" BBH at of i planting Medium/Small Palm Florida Thatch Palm (TFrinax radiata) 4'gray weed min. time e of planting St at. 3 maturity 4"BBH at e timeim of planting NOTES 2 REFER TO TREE DISPOSITION PLAN FO DISPOSITION OF TREES AND PALNS EXISTING ON SITE SHEETS L-20 AND L-25 ABOVE BSTOBV ACK BEWARE LAVER �r�i�ai■ � 9111llllllllllllll�u �u!�ll���I1I1111r. i. FIRST LYER N RIVER DR EXISTING TREE TO REMAIN TYP., ADDAPAVE WALKABLE SURFACE FOR TREES ALONG STREETSCAPE PROPOSED TREE WITH 6' IRONSMITH PAVER -GRATE` PAVEMENT SUSPENSION SYSTEM FOR WALKABLE SURFACE LANDSCAPE MASTER PLAN 2ND LEVEL ROOF LANDSCAPE PLAN PLANTING LEGEND SYMBOL PLANT TYPE AMELarge C;T;;;;, Canopy Treeiliqu)auca) Guarub planting planting planting • Medium/Small Tree Satinleaf (Chrysophyllum oliviforme) Firebush (Hamelia patens) Joewood (Jacquinia keyensis) Wild Dilly (Mani lkara jaimiquil supsp. emarginata) Simpson's Stopper (Myrcianthes fragrans) Cinnecord (Vachellia choriophylla) 12' min. at ime of planting 8' min. at ime of planting 2"min. at ime of planting • Large Palm Coconut Palm (Cocos nucifera) Royal Palm (Roystonea regia) King Alexander Palm (Archontophoenixat alexandrae) 14' gray wood min. time of planting ma4'dai y t t 10" DBH at im planti�q • Medium m /Sall Palm Key Thatch Palm (Leuccothrinax morrisii) Solitaire Palm (Ptychosperma elegans) Satakentia Palm (Satakentia liukiuensis) Florida Thatch Palm (Thrinax radiata) Montgomery Palm (Veitchia montgomeryana) q gray wood min. at time of planting 8' at m a'i y at 4" time me of planting GREEN PLANTER EDGE DO DO DO DO OD DO DO DO DO DO OD DO POOL DECK & ROOF LANDSCAPE PLAN CL TREE DISPOSITION LEGEND SYMBOL COMMON/BOTANICAL NAME # �®, Palm Tree to Remain (See Palm Protection Detail) ,!•��b^/��� #�j �() Palm Tree to Remove #���� Tree to Remain (See Tree Protection Detail) �i #�j �[� Tree to Remove CL NOTES: 1. Final disposition of trees and palms shall be determined on a case by case basis at each phase of construction In accordance with local municipal requIlrements. 2. Palms with a DBH of less than 6 inches or less than 16 feet In height do not need to be mitigated In the Cty of Miami. DBH is measured at 4.5 feet above ground. 3. Invasive species can be removed without mitigation however a tree removal permit must first be procured from the City of Miami. 4. Landscape removal contractor shall verify all notes on site with Landscape Architect prior to work. 5. All ground covers and understory shrubs to be removed by hand. Landscape Architect to walk site with contractor prior to start of removal work. 6. All existing trees and palms to remain shall be protected during all phases of construction. Protection details to be provided In perm, drawings. ]. See Tree Disposition Chart on sheet L-25. 8. See Tree Replacement Chart based on City of Miami's Zoning Ordinance Sec. 8.1.6. on sheet L-25. TREE DISPOSITION PLAN TREE DISPOSITION CHART Scientific Name Common Name DBH Height (CT for Palms) Canopy TPZ Condition Disposition Notes 1 Calophyllum antillanum Beautyleaf 3" 13 6 3 Poor REMOVE Category I Invasive (FLEPPC) la Quercus virginiana Live Oak 1]" 50' 55' 15' Good REMAIN lb Conocarpus erectus Green Buttonwood 73" 50' 40' 18' Good REMAIN 2 Calophyllum antillanum Beautyleaf 25" 35' 40' 10' Good REMOVE Category I Invasive (FLEPPC) 3 Calophyllum antillanum Beautyleaf ]" 22' 45' 8 Good REMOVE Category I Invasive (FLEPPC) 4 Calophyllum antillanum Beautyleaf 6" 17' 18' 4 Poor REMOVE Category I Invasive (FLEPPC) 5 Quercus virginiana Live Oak 24" 60' 60' 18' Good REMAIN 6 Quercus virginiana Live Oak 24" 50' 40' 18' Good REMAIN 7 Quercus virginiana Live Oak 64" 60' 80' 20' Good REMAIN Double -trunk 8 N/A 9 Quercus virginiana Live Oak 2]" 45' 50' 18' Good REMAIN 10 Quercus virginiana Live Oak 26" 40' 58' 18' Good REMAIN 11 Quercus virginiana Live Oak 43" 45' 50' 20' Good REMAIN 12 Quercus virginiana Live Oak 22" 50' 45' 18' Good REMAIN 13 Roystonearegia Royal Palm 14" 40' 18' S' Moderate REMAIN 14 Quercus virginiana Live Oak 40" 90' 65' 20' Moderate REMAIN 15 Quercus virginiana Live Oak 38" 85' 55' 20' Moderate REMAIN 16 Conocarpus erectus 'Sericeus' Silver Buttonwood 4" 17' 12' 4 Moderate REMOVE 16a Burserasimaru6a Gumbo Limbo 3" 17' 6 4 Moderate REMOVE 16b Burserasimaru6a Gumbo Limbo 8" 24' 26' 8 Moderate REMOVE 17 Quercus virginiana Live Oak 30" 60' 55' 20' Moderate REMOVE Specimen Size Equal to or >18" 18 Conocarpus erectus 'Sericeus' Silver Buttonwood 3" 12' 10' 3 Poor REMOVE 19 Conocarpus erectus 'Sericeus' Silver Buttonwood ]" 13' 10' 6 Poor REMOVE 20 Quercus virginiana Live Oak 28" 40' 50' 18' Good REMOVE Specimen Size Equal to or >18" 21 Swietenia mahagoni Mahogany 22" 28' 35' 18' Poor REMOVE Specimen Size Equal to or >18" 22 Ficus aurea Strangler Fig 46" 35' 55' 18' Poor REMOVE Specimen Size Equal to or >18" 23 Quercus virginiana Live Oak 26" 40' 65' 18' Moderate REMOVE Specimen Size Equal to or >18" 24 Dypsis lutescens Areca Palm 20" 13' 20' 4 Moderate REMOVE 25 Adonidia merrillii Christmas Palm 6" 22' 4 3 Poor REMOVE 26 Adonidiamerrillii Christmas Palm 5" 22' 7 3 Poor REMOVE Less than 6" DBH, No Mitigation Required 27 Adonidiamerrillii Christmas Palm 5" 20' 6 3 Poor REMOVE Less than 6" DBH, No Mitigation Required 27a Schinus tere6in thifolius Brazilian Pepper 10" 14' 18' Invasive REMOVE Category I Invasive (FLEPPC) 28 Adonidiamerrillii Christmas Palm 5" 20' 6 3 Poor REMOVE Less than 6" DBH, No Mitigation Required 29 Adonidiamerrillii Christmas Palm 5" 22' 8 3 Poor REMOVE Less than 6" DBH, No Mitigation Required 29a Quercus virginiana Live Oak 3" 16' 16' 3 Poor REMOVE 30 Adonidiamerrillii Christmas Palm 5" 20' 8 3 Poor REMOVE Less than 6" DBH, No Mitigation Required 31 Syagrusromanzoffiana Queen Palm 10" 30' 14' 4 Poor REMOVE 32 Adonidia merrillii Christmas Palm 5" 18 10' 3' Moderate REMOVE Less than 6" DBH, No Mitigation Required Total Tree DBH Removed Requiring Replacement 180" Total Quantity Palm Removed Requiring Replacement 3 QTV TREE REPLACEMENT CHART No. of Replacement Trees' No. of Replacement Trees' No. of Replacement Palms ratio # (Tree min. 2" DBH x12'HT x 6'SPR) (Tree min. 4" DBH x16'HT x 8'SPR) (Palm min.. 6" DBH x 16' HT OR 1:1 ratio Replacement Trees or Palms Contribution into Trust Fund (Tree min. 2" DBH x 12' HT) 16 16a 16b 1] 18 19 60 QTV Trees in.2" DBH X12' HT - _ 60 X ($1,000) = $60,000 20 21 22 23 29a 24 25 3 QTY. Trees f,min. 2" DBH X 12' HT _ 3 X ($1,000) = $3,000 31 Total Contribution into Trust Fund $63,000 TREE DISPOSITION CHART & TREE REPLACEMENT CHART Exhibit "C" Legal Description of Added/Upzoned Properties to River Landing SAP LOTS 1, 2, 3 AND 4, BLOCK A OF L.C. BRANNING'S RESUBDIVISION OF LOTS 45, 46, 47, 48 & 49 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 35, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH PARCEL 1: LOT 37 AND THE WEST 10 FEET OF LOT 38, OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AND PARCEL 2: THE EAST 30 FEET OF LOT 39 AND THE WEST 30 FEET OF LOT 40, OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH PARCEL 1: LOT 38, LESS THE WEST 10 FEET THEREOF, AND THE WEST 20 FEET OF LOT 39 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AND PARCEL 2: LOT 42 AND THE EAST 10 FEET OF LOT 41 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH THE EAST 20 FEET OF LOT 40 AND THE WEST 40 FEET OF LOT 41 OF ST. JOHN'S PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, AT PAGE 19, OF THE PUBLIC RECORD OF DADE COUNTY, FLORIDA. TOGETHER WITH LOT 43 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. MIAMI 11670577.1 100105/300347 SKE itor r irP A C-'comlI A N Y LE'GG�AL DmiscuFP r �,PIro ExitFFEi p EI0IE LOCATION SKETCH (1" = 250') 1 r' I� / I I PROJECT ILO9AT(DN1 I I I I I N.W. NORTH RIVER DRIVE NOTE: 1. SEE SHEET 1 OF 3 FOR LOCATION SKETCH AND NOTES. 2. SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION. 3. SEE SHEET 3 OF 3 FOR SKETCH OF LEGAL DESCRIP110N. THE OFFICIAL RECORD OF TH S SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 5J-17-062, F.A.C. THIS ITEM HAS BEEN DIGITALLY SIGNED. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. SURVEYOR'S NOTES: 1. THIS INSTRUMENT IS INTENDED TO DESCRIBE THE LIMITS OF A LEGAL DESCRIPTION PROVIDED BY THE CLIENT. 2. THIS IS NOT A SURVEY. EASEMENTS AND/OR RESTRICTIONS OF RECORD ARE NOT SHOWN HEREON. 3. THIS SITE LIES IN THE SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST, MIAMI-DADE COUNTY, FLORIDA. 4. THE PARCEL SHOWN HEREON CONTAINS MULTIPLE PLATS, NOT ALL OF WHICH INCLUDE BEARINGS. ALL BEARINGS AND DISTANCES ARE SHOWN PER THEIR RESPECTIVE PLAT. 5. DESCRIPTION AS PROVIDED IS COMPRISED OF TWO PARCELS WHICH FORM TWO SEPARATED AREAS, THE PARCELS WITHIN EACH AREA ARE CONTIGUOUS, WITH NO GORES, GAPS, HIATUSES OR OVERLAPS. SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED "SKETCH TO ACCOMPANY LEGAL DESCRIPTION" COMPLIES WITH THE STANDARDS OF PRACTICE FOR SURVEYING AND MAPPING SET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. BISCAYNE ENGINEERING COMPANY, INC. 529 WEST FLAGLER STREET, MIAMI, FL. 33130 (305)-324-7671 STATE OF FLORIDA DEPARTMENT LOF B-0000129TURE ita DI ll signed Digitally by QCG�9� Rd-9- Alberto J Rabionet Date: 2024.07.17 03:43:42 -04'00' ALBERTO J. RABIONET, PSM, FOR THE FIRM PROFESSIONAL SURVEYOR AND MAPPER NO. 7218 STATE OF FLORIDA DAZE: 8P 17. 2024 - 8018T E57 RE: P:\SIRYEYAPPPEC15\97W0's\87992 N01R09E — SURVEY ♦ SIERCN 8 LECALVAC\ATM — 050154 8 LEGAL — o1A COIL Lor2m.E7 DRAWING No. 2324-SS-10 FIELD BOOK: THIS IS NOT A SURVEY PROJECT: River Landing - Phase II DATE: 07-15-2024 REV DATE: BEC ORDER # 03-87992 SHEET 1 OF 3 DRAWN BY WH/AJR CLIENTNotruse Holdings, LLC. BISCAYNE SURVEYORS ENGINEERS PLANNERS ENGINEERING •SINCE 1898• 529 W. FLAGLER ST, MIAMI, FL 33130 TEL. (305) 324-7671 449 NW 35TH ST, BOCA RATON, FL 33431 TEL. (561) 609-2329 E-MAIL: INFO@BISCAYNEENGINEERING.COM • WEBSITE: WWW.BISCAYNEENGINEERING.COM Submitted Into The Record Wa1q SJK ELIPOFF !J S- 00 WEE A N Y LE-'CUNL DESOR?FP- ��IrON Ex -T rBIrut EE0N LEGAL DESCRIPTION: LOTS 1, 2, 3 AND 4, BLOCK A OF L.C. BRANNING'S RESUBDIVISI ON OF LOTS 45, 46, 47, 48 & 49 OF 5T. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 35, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. TOGETHER WITH LOT 37 AND THE WEST 10 FEET OF LOT 38, OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. AND THE EAST 30 FEET OF LOT 39 AND THE WEST 30 FEET OF LOT 40, OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. TOGETHER WITH LOT 38, LESS THE WEST 10 FEET THEREOF, AND THE WEST 20 FEET OF LOT 39 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. AND LOT 42 AND THE EAST 10 FEET OF LOT 41 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. TOGETHER WITH THE EAST 20 FEET OF LOT 40 AND THE WEST 40 FEET OF LOT 41 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, AT PAGE 19, OF THE PUBLIC RECORD OF DADE COUNTY, FLORIDA. TOGETHER WITH LOT 43 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. NOTE: 1. SEE SHEET 1 OF 3 FOR LOCATION SKETCH AND NOTES. 2. SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION. 3. SEE SHEET 3 OF 3 FOR SKETCH OF LEGAL DESCRIPTION. GAZE. Jul 12. 2024 - !:Olen EST RLG E:\2URt€1' ROEECTs\mold's\m992 NOWUSE - sURWY + SKETCH 4 1EGAL\GWG\e19s2 - SKE201 t LEGAL - cee Can mrau..e, DRAWING No. 2324-SS-10 FIELD BOOK: THIS IS NOT A SURVEY PROJECT: River Landing - Phase 11 DATE: 07-15-2024 REV DATE: BEC ORDER # 03-87992 SHEET 2 OF 3 DRAWN BY WH/AJR CLIENTNotruse Holdings, LLC. BISCAYNE SURVEYORS ENGINEERS PLANNERS AENGINEERING •SINCE 1898• 529 W. FLAGLER ST, MIAMI, FL 33130 TEL. (305) 324-7671 449 NW 35TH ST, BOCA RATON, FL 33431 TEL. (561) 609-2329 E-MAIL: INFOQBISCAYNEENGINEERING.COM • WEBSITE: WWW.BISCAYNEENGINEERING.COM SKEHPIGFE PO A0001Y LIE-10AL DEIS'CR,IrP6Pl E 2CHrIrBIr l r' "0" / / / R)ANY rON / ss• / / / / /• /^°p S LOT 5 \ \ 0 \ \ \ ` cw. LOT6 o LOT 7 ' LOT 8 LOT 9 186.92'(P) ABBREVIATIONS: G� em -q I (P) = PER PLAT P.B. = PLAT BOOK PG. = PAGE PSM = PROFESSIONAL SURVEYOR AND MAPPER q = CENTERLINE y = MONUMENT LINE O ti m , el l y ? / / OGRAPHIC 0 SCALE80 '1, \ \ 'J'� \ \ \ �\ s6'h\ �`D gp. GLOT4< �� v,. O ` O�y L 106.22'(P) a ycG'/F I'.gy L 3 4 o '0 �� W /,,, / 1 inch = 80 ft / / / s s / / h� Ql 5 �. 133.12'(P) a V e°O` G4 LOT 2 Zy b� -. G 160.02'(P) s' LOT 1 — a M- V 186.92'(P) I / NOT A PART 10' 51.6'(P) } ss, LOT 37 / / �e� / \'r' ^�° THEW 10' / OF LOT 38 ss. THE OF 731.9'{P) 7 50(P) LOT 38 LO ,— THE E 30' 50'(P) 50'(P) T. 9JOF N PLOT It 50'(P) (0 L 5T 41 THEW 30' 1T.I.FY 50'(P) 1 I LOT 42 n� .-, THEE 10' OF LOT 41 4 0' 50'(P) 1 LOT 43 19 50'(P) 33'(P) ,0 LOT 44 a� ,0 --\ 96'(P) \ OF LOT 40 OF LOT 39 W 20' THEE 20' LOT 39 50'(P) I 50 OF LOT 40 (P) 50"P) I 50'(P) OFELOT 0 I 50'(P ° N.W. NORTH RIVER V DRIVE NOTE: 1. SEE SHEET 1 OF 3 FOR LOCATION SKETCH AND NOTES. 2. SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION. 3. SEE SHEET 3 OF 3 FOR SKETCH OF LEGAL DESCRIPTION. M OAR: Jul 17, 2021 - 1:01am EST FILE. F:\910KY\PRWEGTS\27W0's\07992 N01RUSE - SURVEY A SLUM 9 LEGAL \OWG\07992 - SXETCN 4 LEGAL - AGA COY E&Ee.bu9 DRAWING No. 2324-SS-10 FIELD BOOK: THIS IS NOT A SURVEY PROJECT: River Lar'dirig - Phase 11 DATE: REV DATE: BECORDER# 03-87992 3 SHEET DRAWN W/AJNOtI'U BYCLIENTHoldings, LLC. OF 3 H R C. BISCAYNE SURVEYORS ENGINEERS PLANNERS ENGINEERING • SINCE 1898• 529 W. FLAGLER ST, MIAMI, FL 33130 449 NW 35TH ST, BOCA RATON, FL 33431 TEL (305) 324-7671 TEL. (561) 609-2329 E-MAIL: INFO@BISCAYNEENGINEERING.COM • WEBSITE: WWW.BISCAYNEENGINEERING.COM Exhibit "C" Legal Description of Added/Upzoned Properties to River Landing SAP LOTS 1, 2, 3 AND 4, BLOCK A OF L.C. BRANNING'S RESUBDIVISION OF LOTS 45, 46, 47, 48 & 49 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9, PAGE(S) 35, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH PARCEL 1: LOT 37 AND THE WEST 10 FEET OF LOT 38, OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AND PARCEL 2: THE EAST 30 FEET OF LOT 39 AND THE WEST 30 FEET OF LOT 40, OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH PARCEL 1: LOT 38, LESS THE WEST 10 FEET THEREOF, AND THE WEST 20 FEET OF LOT 39 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. AND PARCEL 2: LOT 42 AND THE EAST 10 FEET OF LOT 41 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH THE EAST 20 FEET OF LOT 40 AND THE WEST 40 FEET OF LOT 41 OF ST. JOHN'S PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, AT PAGE 19, OF THE PUBLIC RECORD OF DADE COUNTY, FLORIDA. TOGETHER WITH LOT 43 OF ST. JOHN PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 19, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. MIAMI 11670577.1 100105/300347 Exhibit "D" Legal Description of River Landing SAP Parcels (Approved Pursuant to Ordinance 13382, May 23, 2013) LOT 7, "ST JOHN PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, AT PAGE 19 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH; ALL OF TRACT "A" RIVER LANDING ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 172, AT PAGE 5 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH; LOTS 10, 11 AND 12, "ST JOHN PARK" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, AT PAGE 19 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH; ALL OF TRACT "A" MAHI SHRINE SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 164, AT PAGE 16 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, ALL IN SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 EAST, CITY OF MIAMI, MIAMI-DADE COUNTY, FLORIDA. LESS AND EXCEPT A PORTION OF TRACT "A" "MAHI SHRINE SUBDIVISION", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 164, PAGE 16, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE EXTERNAL AREA OF A CIRCULAR CURVE LYING WITHIN SAID TRACT "A", BEING CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 25 FEET, AND TANGENTS WITH THE NORTH AND EAST LINES OF SAID TRACT "A". CONTAINING APPROXIMATELY 49 SQUARE FEET MORE OR LESS. MIAMI 11670577.1 100105/300347 S ICEJTGE r TO A GOCIN P- A N Y LEC5-311-L JE-'S'CR,IrPAPIO N E�x-D-F rBir1I'J l'1 " L1J Lug 14TFITER LIIrmt\ UUUI� '\\„ jL�\�I A'W R)VFRDR�z CF' 0� A4 rp a, THE OFFICIAL RECORD E THIS SHEETRIS THE ELECTRONICF.A.C.FILE DIGITALLY SIGNED AND SEALED UNDER RULE 5J-17-062, F. THIS ITEM HAS BEEN DIGITALLY SIGNED. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. //�_ \ nl! AtillRn'ER SITEI AVE = AVENUE B.E.C. = BISCAYNE ENGINEERING COMPANY DR. = DRIVE FL. = FLORIDAORI EL. FL = FOOT NO. = NUMBER LB = LICENSED BUSINESS P.B. = PLAT BOOK PC. = PAGE P.O.T. = POINT OF TANGENCY SEC. = SECTION LOCATION SKETCH N S.F. =SQUFEET ST. =STREARE T SECTION 35, TOWNSHIP 53 S, RANGE 41 E°At!'►,.e TER = TERRACE MIAMI-DADE COUNTY, FL. i I\i m Q = CENTER LINE SCALE T' 500' `a " M =MONUMENT LINE SURVEYOR'S NOTES: SURVEYOR'S CERTIFICATE: 1. THIS INSTRUMENT IS INTENDED TO DESCRIBE THE LIMITS OF I HEREBY CERTIFY THAT THE ATTACHED "SKETCH TO A LEGAL DESCRIPTION PROVIDED BY THE CLIENT. ACCOMPANY LEGAL DESCRIPTION" COMPLIES WITH THE STANDARDS OF PRACTICE FOR SURVEYING AND MAPPING SET 2. THIS IS NOT A SURVEY. EASEMENTS AND/OR RESTRICTIONS FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL OF RECORD ARE NOT SHOWN HEREON. SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, 3. THIS SITE LIES IN THE SECTION 35, TOWNSHIP 53 SOUTH, FLORIDA STATUTES. RANGE 41 EAST, MIAMI—DADE COUNTY, FLORIDA. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OF A 4. THE PARCEL SHOWN HEREON CONTAINS MULTIPLE PLATS, FLORIDA LICENSED SURVEYOR AND MAPPER. NOT ALL OF WHICH INCLUDE BEARINGS. ALL BEARINGS AND DISTANCES ARE SHOWN PER THEIR RESPECTIVE PLAT. BISCAYNE ENGINEERING COMPANY, INC. 529 WEST FLAGLER STREET, 5. PARCEL SHOWN HEREON FORMS A CLOSED GEOMETRIC MIAMI, FL. 33130 FIGURE WITH NO GAPS, GORES, OR HIATUSES. (305)-324-7671 STATE OF FLORIDA DEPARTMENT OF LB-000029TURE Digitally signed by Alberto J Rabionet dll 43 kd,,.9- Date: 2024.07.17 12:46:35 -04'00' NOTE: ALBERTO J. RABIONET, PSM, FOR THE FIRM 1. SEE SHEET 1 OF 3 FOR LOCATION SKETCH AND NOTES. PROFESSIONAL SURVEYOR AND MAPPER 2. SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION. NO. 7218 3. SEE SHEET 3 OF 3 FOR SKETCH OF LEGAL DESCRIPTION. STATE OF FLORIDA WE Jul I], 2024 — IN Sgn ES 1 FILE' F:\SOR4EY\PRUJEC1S\87000's\81993 1214ER LANDING — SURVEY 4 SKETCH & IECFL\0WC\82993 — SKETCH & LEGAL — prepare a add CON bvtler.tlw9 DRAWING No. 2641-SS-08 BYAJR FIELD BOOK:N/A THIS IS NOT A SURVEY PROJECT: 1500 NW NORTH RIVER DRIVE, MIAMI, FL DATE: 07/15/24 REV DATE: BEC ORDER # 03-87993 SHEET 1 OF 3 DRAWN BY CLIENT MOO River LandingConservation Fundation BISCAYNE SURVEYORS ENGINEERS PLANNERS ...ENGINEERING • SINCE lase • 529 W. FLAGLER ST, MIAMI, FL 33130 TEL (305) 324-7671 449 NW 35TH ST, BOCA RATON, FL 33431 TEL. (561) 609-2329 E-MAIL: INFO@BISCAYNEENGINEERING.COM • WEBSITE: WWW.BISCAYNEENGINEERING.COM Submitted Into The Record 1 lig lay I(oarh4 six:wren TpO A ccomp A N-Y LEGAL DESCRIrP-T� 1 N E,XrHrlrat1 p "Et" LEGAL DESCRIPTION: PARK", ACCORDING TO THE PLAT THEREOF, AS RECORDED ACCORDING TO THE PLAT THEREOF, AS RECORDED TO THE PLAT THEREOF, AS RECORDED IN COUNTY. 7 OF "ST. JOHN PARK", BEING MORE PARTICULARLY OF SAID LOT 7; THEN RUN SOUTHEASTERLY ALONG OF 87.86 FEET; THENCE DEFLECTING TO THE RIGHT FOR A DISTANCE OF 86.91 FEET TO THE POINT OF RUN NORTHERLY ALONG THE WEST LINE OF SAID SUBDIVISION, ACCORDING TO THE PLAT THEREOF, THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, CURVE LYING WITHIN SAID TRACT "A', BEING FEET, AND TANGENTS WITH THE NORTH AND EAST SQUARE FEET MORE OR LESS, SECTION 35, TOWNSHIP 53 SOUTH, RANGE 41 AND NOTES. DESCRIPTION. IN PLAT BOOK IN PLAT BOOK PLAT BOOK 172, PACE DESCRIBED AS THE NORTHEASTERLY FOR AN ANGLE OF INTERSECTION WITH THE LOT 7 FOR A DISTANCE AS RECORDED IN FLORIDA, BEING MORE CONCAVE TO THE LINES OF SAID TRACT EAST, CITY OF MIAMI, LOTS 7, 10, 11 AND 12 OF "ST. JOHN 5, PAGE 19; TOGETHER WITH TRACT "A" OF "MAHI SHRINE SUBDIVISION", 164, PAGE 16; AND TRACT "A" OF 'RIVER LANDING", ACCORDING 5; ALL OF THE PUBLIC RECORDS OF MIAMI-DADE LESS AND EXCEPT: A PORTION OF AFOREMENTIONED LOT FOLLOWS: BEGIN AT THE NORTHWEST CORNER LINE OF SAID LOT 7 FOR A DISTANCE 178. 26' 55" RUN NORTHWESTERLY WEST LINE OF SAID LOT 7; THENCE OF 2.55 FEET TO THE POINT OF BEGINNING. FURTHER LESS AND EXCEPT A PORTION OF TRACT "A," MAHI SHRINE PLAT BOOK 164, PAGE 16, OF PARTICULARLY DESCRIBED AS FOLLOWS: THE EXTERNAL AREA OF A CIRCULAR SOUTHWEST, HAVING A RADIUS OF 25 "A", CONTAINING APPROXIMATELY 49 ALL LANDS LYING AND BEING IN MIAMI-DADE COUNTY, FLORIDA. NOTE: 1. SEE SHEET 1 OF 3 FOR LOCATION SKETCH 2. SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION. 3. SEE SHEET 3 OF 3 FOR SKETCH OF LEGAL DATE Jul 17. 2024 - 1245pm EST ME' F.\SURVEY \ PROJECTS \82000's\87993 9YER LANDING - SURVEY a SKETCH & LEGAL \ DWG \87993 - SKETCH & LEGAL - prepare a adtl COM border.tlrq DRAWING No. 2641-SS-08 BYAJR FIELD BOOK:N/A THIS IS NOT A SURVEY PROJECT: 1500 NW NORTH RIVER DRIVE, MIAMI, FL DATE: REV DATE: BECORDER # 07/15/24 03-87993 SHEET DRAWN BY CLIENT 2 OF 3 MOO River LandingConservation Fundation BISCAYNE SURVEYORS AENGINEERS PLANNERS E NI G I N E E R I N G • SINCE 1898• 529 W. FLAGLER ST, MIAMI, FL 33130 449 NW 35TH ST, BOCA RATON, FL 33431 TEL. (305) 324-7671 TEL (561) 609-2329 E-MAIL: INFO@BISCAYNEENGINEERING.COM • WEBSITE: WWW.BISCAYNEENGINEERING.COM S3I{E1Jto-Hr Fro 4W OMrPANY LEGAL DE;S'CRIrP1 rON EJXrHIr aruti ETD" DETAIL "A" LESS -OUT PORTION 1 GRAPHIC SCALE m ," 0 150 300 NORTHEASTERLY LINE P.O.B. OF LOT 7 NW CORNER [ �87.86' OF LOT 7 o, ,%_ �� • V 1 inch = 150 [t. rry e•E�G �� 86.91' _55 178'26'55' N O'*. LESS OUT AREA (NOT A PART) EXTERNAL AREA - (NOT A PART)�� \ �Na LOT 7P.O.T. O-+Gyp^ "ST. JOHN PARK" P.B. 5, PG. 19 //// \ ,p\ / \ OFNTRACT ORTH UAE R=25'(P) / / / \ cJ3 / \� G TRACT "A" °AI' "MAHI SHRINE SUBDIVISION" �° P.B. PG. 16 7G DETAIL " LESS -OUT PORTION "ST. JOHN PARK" / \-R/W (P.B. 5, PG. 19) / "" ST. JOHN PARK(P.B. 5, PG. 19) a �%? \ R/W \ \� rSEE DETAIL 'A' N.W. NORTH RIVER DRIVE I- i — M —M SEE DETAIL B+'LL L64.0139.. r .1yP0 c:c \ — o S68'12'35"E 286.73'(P)100' (P) 100' (P) 100' (P) 0 200.02`(P) L p\s°,(\o' 5• 100'(P) v \ \ \ \ g 7800' S8"W • 5E`Q0 5, \ o \ \ \ \ N86'47'02"W QG 7.00'(P) LOT 7 N y �w R/W q7'� \ o• TRACT "A" o\ LOT 10 \ LOT 11 \ LOT 12 \ �,,• <F) �.\ \ m, "RIVER LANDING" �.I\ "ST. JOHN PARK" \�<^ "MAHTRACSHRINE N TRACT "9" LOT 6 2 4 P.B. 172 , PG. 5 wyr SUBDIVISION Nw "CIVIC CENTER P \w� �\ \ \ \N P.B. 164, PG. 16 o SECTION 1" w. (P.B. 75, PG. 3� i9 q J \ \ \ \ N87'02'14"W 'O 100.56'(P) N6926.14"W 259.59' (P) 100.56' (P) 100.56' (P) 100.56' (P) 81 p613 - N72'00'24"W F., 16 25.35' (P) \?31' MIAMI RIVER N64.56.01"W 55.90' NOTE: 1. SEE SHEET 1 OF 3 FOR LOCATION SKETCH AND NOTES. 2. SEE SHEET 2 OF 3 FOR LEGAL DESCRIPTION. 3. SEE SHEET 3 OF 3 FOR SKETCH OF LEGAL DESCRIPTION. DATE. LW 17. 2024 - 1245pm E51 FILE: F:\S98187\PR0200TS\V000's\87993 RIVER L4Ng4L - SLN0Y + MEECH 4 LEGAL \ DWG \87993 - SKETCH 4 IECAL - prepare 1 odd CON barbe,Aw9 DRAWING No. 2641-SS-08 BY FIELD BOOK:N/A THIS IS NOT A SURVEY PROJECT: 1500 NW NORTH RIVER DRIVE, MIAMI, 1=L DATE: 07/15/24 REV DATE: BEC ORDER # 03-87993 SHEET 3 OF 3 DRAWN BY CLIENTRIVer Landis Conservation Fundation MOQ g BISCAYN E SURVEYORS ENGINEERS PLANNERS ENGINEERING •SINCE rase• 529 W. FLAGLER ST, MIAMI, FL 33130 TEL. (305) 324-7671 449 NW 35TH ST, BOCA RATON, FL 33431 TEL (561) 609-2329 E-MAIL: INFO@BISCAYNEENGINEERING.COM • WEBSITE: WAW.BISCAYNEENGINEERING.COM