Loading...
HomeMy WebLinkAboutR-95-0598J-95-608 7/12/95 RESOLUTION NO. 9 5_ 598 A RESOLUTION, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR THE BRICKELL BAYFRONT CLUB PROJECT, OF NOT MORE THAN 297 RESIDENTIAL UNITS, TO BE LOCATED AT APPROXIMATELY 185 SOUTHEAST 14TH TERRACE; GRANTING, WITH CONDITIONS, VARIANCES; MAKING FINDINGS OF FACT AND STATING CONCLUSIONS OF LAW; PROVIDING FOR BINDING EFFECT; AND CONTAINING A SEVERABILITY CLAUSE AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on April 19, 1995, the applicant, Terremark Brickell Ltd., submitted a complete Application for Major Use Special Permit for the Brickell Bayfront Club Project pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, for that parcel located at approximately 185 Southeast 14th Terrace, Miami, Florida, as legally described on "Exhibit B11, attached hereto and in "Exhibit All, the Development Order attached hereto; and WHEREAS, development of the Brickell Bayfront Club Project requires the issuance of a Major Use Special Permit pursuant to Article 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended; and WHEREAS, the Large Scale Development Committee met on March 28, 1995 and the Urban Development Review Board met on May 16, 1995, to consider the proposed project and offer its input; and ATTACHMENT (s) CONTAMED I :CITY COM USSION MEETING OF J U L 13 1595 Resolution No. -� 598 WHEREAS, the applicant has modified the submittal to reflect recommendations received at said Large Scale Development Committee and Urban Development Review Board meetings and meetings with City staff; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on June 21, 1995, Item No. 5, following an advertised public hearing, adopted Resolution No. PAB 32-95 by a vote of six to zero (6-0), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order as attached hereto; and WHEREAS, the Miami Zoning Board, at its meeting of June 19, 1995, Item No. 8, duly adopted Resolution ZB 69-95 by a seven to zero (7-0) vote, to RECOMMEND APPROVAL of the variance, as hereinafter set forth; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to issue a Major Use Special Permit Development Order as hereinafter set forth; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: 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. - 2 - 95- 598 Section 2. A Major Use Special Permit Development Order, attached hereto as Exhibit "All and made a part hereof, is hereby approved subject to the conditions specified in said Development Order, per Article 17 of Zoning Ordinance No. 11000, for the Brickell Bayfront Club Project (hereinafter referred to as the "PROJECT") to be developed by Terremark Brickell Ltd. ("Applicant"), at approximately 185 Southeast 14th Terrace, Miami, Florida, more particularly described on "Exhibit B", attached hereto and made a part hereof. Section 3. The PROJECT is hereby approved for the construction of up to 284,481.4 total gross square feet. Section 4.. The findings of fact set forth below are hereby made with respect to the subject PROJECT: a. The PROJECT is in conformity with the adopted Miami Comprehensive Neighborhood Plan 1989-2000, as amended. b.The PROJECT is in accord with the SD-5 Zoning District classification of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. C. Pursuant to Section 1305 of the Zoning Ordinance of the City of Miami, Florida, the specific site plan aspects of the PROJECT, i.e., ingress and egress, offstreet parking and loading, refuse and _ 3 _ 95- 598 service areas, signs and lighting, utilities, drainage, preservation of natural features and Control of potentially adverse effects generally, have been considered and will be further considered administratively during the process of issuing a building permit and a certificate of occupancy. d. The PROJECT is expected to cost approximately $37 million, and to employ approximately 111 workers during construction (FTE), and to result in the creation of approximately 18 permanent new jobs. The PROJECT will generate approximately $0.8 million annually in ad valorem tax revenues to local units of government (1995 dollars). e. The City Commission further finds that: (1) the PROJECT will have a favorable impact on the economy of the City; (2) the PROJECT will efficiently use public transportation facilities; (3) any potentially adverse effects of the PROJECT will be mitigated through compliance with the conditions of this Major Use Special Permit; (4) the PROJECT will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; (5) the PROJECT will efficiently use necessary public facilities; (6) the PROJECT will not negatively impact the environment and natural resources of the City; (7) the PROJECT will not adversely affect living conditions in the neighborhood; (8) the PROJECT will not adversely affect public safety; (9) based on the record presented and evidence presented, the public welfare will be served by the PROJECT; and (10) any potentially adverse effects of the PROJECT arising from safety and security, fire protection and life safety, solid waste, heritage conservation, trees, shoreline development, minority participation and employment, and minority contractor/subcontractor participation will - 5 - 5-- 598 � q be mitigated through compliance with the conditions of this Major Use Special Permit. Section 5. Variances from the terms of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, are hereby granted as follows: Article 6, Section 605.8.1 Minimum Yards, to permit a rear yard setback of 5'-0" (15'-0" required) per Section 605.8.2, Minimum Building Setbacks adjacent to interior lot lines, to allow a proposed North side elevation (rear) of 211-011 (40'-01, required), and to allow a canopy over a vehicular area with a front yard setback of 0'-0" (6'-011 required) according to Article 9, Section 908.5.3, Canopies Over Vehicular Areas, for the Project, which is Zoned SD-5 Brickell Avenue Area Residential -Office District. These variances are granted per plans on file subject to the following conditions; a) The landscape plan shall be modified per the conditions requested by the Urban Development Review Board at its meeting of May 16, 1995; said modifications shall include a revised plant list of heartier plants, of which a majority should be natives, and more suitable for the Project; the size of the proposed landscaping materials shall also be increased to provide a more mature array of plants and trees b) The building facade shall be modified as follows: 1) due to its massiveness, the building front elevation shall be softened with the use of landscaping; and 2) the depicted steel tension wires on the north parking level facade shall not be used; this shall be redesigned to appear and operate like the west elevation of the parking facade. The herein approval is further based on findings that upon compliance with the conditions outlined above, the Project will be in compliance with all of the criteria as listed in Articles 13 and 17 of Zoning Ordinance No. 11000 and will be beneficial to the City by providing new housing opportunities within the Brickell area; and also finding that: (1) Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning districts. (2) The special conditions and circumstances do not result from the actions of the Applicant; (3) Literal interpretation of the provisions of the zoning ordinance deprives the Applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of the zoning ordinance and works unnecessary and undue hardship on. the Applicant; -7- 95 - 598 (4) Granting the variances requested conveys the same treatment to the individual owner as to the owner(s) of other lands, buildings, or structures in the same zoning district; (5) The variances are the minimum variance that makes possible the reasonable use of the land, building, or structure; and (6) The grant of the variances is in harmony with the general intent and purpose of the zoning ordinance, and is not injurious to the neighborhood, or otherwise detrimental to the public welfare, , Section 6. The Major Use Special Permit, as approved and amended, shall be binding upon the applicants and any successors in interest. Section 7. The application for Major Use Special Permit, as amended, which was submitted on April 19, 1995, and on file with the Planning, Building and Zoning Department of the City of Miami, Florida, shall be relied upon generally for administrative interpretations and is made a part hereof by reference. Section 8. This Major Use Special Permit will expire two (2) years from its effective date which is thirty (30) days after the adoption of the herein Resolution. -8- 95- 598 Section-9. The City Manager is hereby directed to instruct the Director of Planning, Building and Zoning to transmit a copy of this Resolution and attachment to the developers; Terremark Brickell Ltd., 2601 South Bayshore Drive, Miami, Florida 33133. Section 10. The Findings of Fact and Conclusions of Law are made with respect to the Project as described in the Development Order for the Brickell on the River Project, which is attached hereto as Exhibit "A" and made a part hereof by reference, as more particularly described in Exhibit "A". Section 11. The Major Use Special Permit Development Order for the Brickell Bayfront Club Project (Exhibit "A") is hereby granted and issued. Section 12. In the event that any portion or section of this Resolution or the Development Order (Exhibit "A") is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect the remaining portions of this Resolution or Development Order (Exhibit "A"), which shall remain in full force and effect. Section 13. This Resolution shall become effective thirty (30) days after its adoption. - 9 - 95- 598 1 PASSED AND ADOPTED this 13±h day fl ,1u1� 1995. STD HEN P. CLAR , MAYOR ATTEST: WALTER J. , CITY CLERK PREPARED AND APPROVED BY: APPROVED AS TO FORM AND CORRECTNESS: Ax'"` NN 5105, III CIT ATT Y W217/JEM/mis -10- 95- 598 t EXHIBIT A ATTACHMENT TO RESOLUTION NO. 95- 5qg DATE: BRICKELL BAYFRONT CLUB PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Brickell Bayfront Club Project (hereinafter referred to as the "PROJECT") to be located at approximately 185 Southeast 14th Terrace, Miami, Florida; see legal description on "EXHIBIT B", attached hereto and made a part hereof; said legal description is subject to any dedications, limitations, restrictions, reservations or easements of record; After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permit: - 1 - 95- 598 FINDINGS OF FACT PROJECT DESCRIPTION: The proposed Brickell Bayfront Club Project is a residential use development located at approximately 185 Southeast 14th Terrace, Miami, Florida ("Project"). The PROJECT is located on approximately 1.54 gross acres and 1.26 net acres of land (more specifically described on "Exhibit B," incorporated herein by reference). The remainder of the PROJECT's VITAL DATA is attached hereto as "EXHIBIT C", and incorporated herein by reference. The project will consist of a 29 story rental residential apartment tower with 297 rental units and accessory commercial space. Among the amenities which are being provided, there is will be a recreation deck with a swimming pool, a fitness center including an exercise room and locker and sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants. There will be a commercial area with a small grocery or convenience store for use of the tenants or the public. The ownership, operation and maintenance of common areas and facilities will be by a mandatory property owner association in perpetuity pursuant to a recorded Declaration of Covenants and Restrictions. No special exceptions, rezonings or land use changes will be required for this permit. Page 2 9 5 .- 598 The Project also reflects suggestions received at the Miami Large Scale Development Committee meeting of March 28, 1995, and the Urban Development Review Board meeting of May 16, 1995. The Project shall be constructed substantially in accordance with plans and design schematics on file prepared by Bermello, Ajamil & Partner Inc., dated May 1995, with revisions dated June 8, 1995 and June 15, 1995: said plans may be permitted to be modified only to the extent necessary to comply with the conditions for approval imposed herein; all modifications shall be subject to the review and approval of the Director of the Planning, Building and Zoning Department prior to the issuance of any building permits.The PROJECT conforms to the requirements of the SD-5 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. The existing comprehensive plan future land use designation allows the proposed mixture of commercial and residential uses. The application for development approval also includes a required approval of a Class I Special Permit for the proposed swimming pools and a waiver of any required Design and Guidelines Standards which are not being provided as a result of the modified plans. Pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, approval of the requested Major Use Special Permit(s) shall be considered sufficient for the subordinate request referenced above. The PROJECT may be constructed with up to 284,481.4 total gross square feet. Page 3 9-N_ 598 CONDITIONS THE APPLICANT, ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY SEVERALLY, SHALL: 1. Prior to the issuance of a building permit, modify the submitted plans on file to: 1) provide a more appropriate treatment of one of the parking garage facades (as specified by the UDRB at its meeting of 5/16/95); and 2) provide a modified landscape plan to ensure that the final plant list is more appropriate for the project and the area than the list which was originally proposed. 2. Meet all applicable building codes, land development regulations, ordinances and other laws. 3. Within six (6) months from the issuance of the Major Use Special Permit, provide a list of agencies from which approvals and/or permits must be obtained prior to initiation of development and the permit or approval required of each. 4. Prior to issuance of a building permit, allow the Miami Police. Department to conduct a security survey, at the option of the Department, and to make recommendations concerning security measures and systems; further Page 4 OR 95^ submit a report to the Planning Department, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and construction plans, or demonstrate to the Planning Director why such recommendations are impractical. 5 Prior to issuance of a building permit, provide a letter from the Department of Fire -Rescue indicating APPLICANT'S coordination with members of the Fire Plan Review Section at the Department of Fire -Rescue in the review of the scope of the PROJECT, owner responsibility, building development process and review procedures, as well as specific requirements for fire protection and life safety systems, exiting, vehicular access and water supply. 6. Prior to issuance of a building permit, provide a letter of assurance from the Solid Waste Department that the PROJECT has addressed all concerns of the said Department. 7. Prepare a Minority Participation and Employment Plan to be submitted within ninety (90) days of the issuance of this Major Use Special Permit to the City's Director of Minority and Women Business Affairs for review and comments, it being understood that the City's Minority/Women Business Affairs and Procurement Page 5 95- 598 Ordinance No. 10538 is a guide that the APPLICANT must use its best efforts to follow. 8. Prepare a Minority Contractor/Subcontractor Participation Plan within ninety (90) days of the issuance of this Major Use Special Permit to the City's Director of Minority and Women Business Affairs for review and comment, it being understood that the City's Minority/Women Business Affairs and Procurement Ordinance No. 10538 is a guide that the APPLICANT must use its best efforts to follow. 9. Record in the Public Records of Dade County, Florida, within six (6) months of the effective date of the development order, a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by a mandatory property owner association in perpetuity. 10. Record a certified copy of the development order withir, ninety (90) days of its effective date with the Clerk of the Dade County Circuit Court specifying that the development order runs with the land and is binding or. the Applicant, its successors, and assigns, jointly ox severally. 11. Record in the Public Records of Dade County, Floria, within six (6) months of the effective date of the Page 6 95- 598 development order, a Unity of Title for the subject property. 1. Subject to payment of all applicable fees due, establish the effective date of this Permit as being thirty (30) days from the date of its issuance with the issuance date constituting the commencement of the thirty (30) day period to appeal from the provisions of the Permit. CONCLUSIONS OF LAW The Brickell Bayfront Club Project, proposed by the applicant, Terremark Brickell Ltd. ("Applicant"), complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No.-11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and Page 7 95- 598 (3) the PROJECT will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; and (4) the PROJECT will efficiently use necessary public facilities; and (5) the PROJECT will not negatively impact the environment and natural resources of the City; and (6) the PROJECT will not adversely affect living conditions in the neighborhood; and (7) the PROJECT will not adversely affect public safety; and (8) the public welfare will be served by the PROJECT; and (9) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section 1305 of Zoning Ordinance No. 11000, the specific site plan aspects of the PROJECT, i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of Page 8 95- 598 EXHIBIT E ;i LEGAL DESCRIPTION: THE _ WEST i0 FEET OF LOTS 12 AND 13, LOTS 27 THRU 30, INCLUSIVE, LESS THE SOUTHEASTERLY 5 FEET OF LOT 30, BLOCK 2, 'AMENDED PLAT OF POINT VIEW',ACCORD ING TO THE PLAT THEREOF AS RECYRDED IN PLAT BOOK 2 AT PAGE 93 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN 10 FOOT PRIVATE ALLEY BETWEEN LOTS 12, 13, 26, 27 AND BETWEEN THE WEST 10 FEET OF LOT ii AND THE WEST 10 FEET OF LOT 28, ALL IN BLOCK 2. 95- 598 J EXHIBIT BRICKELL BAYFRONT mm PROJECT DATA SHERT 1. Legal Description: The west 10 feet of lots 12 and 13, Lots 27 thru 30 inclusive, less the,southeasterly 5 feet of Lot 30, block 2, "Amended Plat of Point View", according to the'Platthereof as recorded in Plat Book 2 at Page 93 oithe Public Records -of Dade County, Florida, -together with that certain 10 foot private alley between Lots 12, 13, 26, 27 and :between•the west 10 feet of Lot 11 and the west 10 feet of Lot 28, all in block 2. 2. Address: 185 S.E. 14th Terrace Miam4 Florida 3. Zoning Classification: City of Miami Zoning Overlay SD-5 4. Lot Area Net Area: 55,082 sq. ft. aoss.Area: 671,295 sq. f. S. Density: Units /Acre Allowed 500 dwellings units per acre 'Units / Acre Provided 193 dwelling units per acre ' 6. Allowable Area: Floor Area Ratio(FAR): 4.25 allowed (without bonus). 4.3778 allowed (with commercial area bonus) Floor Area Ratio(FAR): 4.227 provided 7. Loading Berths: 4 loading berths 12 ft. x 35 ft. with clearance of 16 ft. 8. height: No height limitations 302 feet 7inches provided 9. Building Footprint: 41,107 gross sq.ft. 10. No. of Parking Spaces Required 299 spaces No. of Parking Spaces Provided 342 spaces 95— 598 BRICKELL BAYFRONT CLUB pR0 CT 12AIA S1EiEET Handicapped Spaces Required 8 spaces Handicapped Spaces Provided 8 provided 11. Open Space: Required: 10,094 sq. ft. Provided: 18,685 sq. ft. 12. Setbacks: Front 14th Terrace: '20 ft. required 20 ft. provided (Building) Front 14th Terrace 6 ft. required 0 ft. provided (variance) Porte Cochere East Side: 15 ft. required up to 17 ft. 3 in. provided 40 ft. in height. after 40 feet 17 ft. 3 in. required 17 ft. 3 in.provided West Side: 15 ft. required 17 ft. 3 in. provided Rear 14th Street: 20 ft. required 20 ft. provided North Interior Side: 15 ft. required 5 ft. provided (variance for parking structure only) Upper Level Setback 40 ft. required 21 ft. provided (variance) on North Interior Side for top 7 levels only of Residential Ttower East Interior Side: 15 ft. required 27 ft. 2 in. provided 95- 598 411 BRIC1KELL BAYFRONT CLUB MAJOR USE SPECIAL ]PERMIT Zoning Ordinance No1<10000 1. Section 1304.i.1 Application forms; supplementary.materials (a) • _Statements.of ownership and control of the proposed development of activity. The Disclosure of Ownership 'and Ownership Affidavit are'provided is Article L (b) 'Statement describing in detail.the:character and intended use of the developmen `or .activity. . Bricicell Bayfront Club is a rental apartment development located.at 185 S.E.- 14th Terrace, .1XU1ml, lorida.. •The development consists of.a-single parcel with.a net area of 55,082 square feet or'i.26 acres. The gross lot area is 67,295 square feet or L54 acres. " The _property fronts S.E 14th Street -on the north, S.E. 14th Terrace on the south, a one level parking garage -on ttie east and the -Forte Plaza parking garage on the west.. Brickell Bayfront Club will have approximately 297 rental units... The development will consist of one tower of 28 stdrieOncluding 5 levels of parking. The residential towers will compliment the Brickell residential corridor. r This type of development is intended to also serve the business community in providing housing for short term visits for the business traveler as an alternative to longer stays at a hotel. Maid service will be -made available upon request to service this type of resident. -Among the amenities provided there will be a recreation deck with svviming pool, a.fitness .center including an exercise room and locker and sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants. ; There will also be a commercial area with a small grocery or convenience store for use of the tenants and the public. Drawings showing the architectural character and location of the intended use are included under Tab'6 of the Supporting Documents. -1- 95- 598 �%,j.ljfv,S I The approximate gross square footage allocation for the building Is as follows: Residential units 235,013 Parking units 342 spaces Lobby 1,573 �usufess Center 1,440 Titnoss Center S,065 Commercial -Area 1,895 The,ground lovel4neludes.lan4scaped areas, -entrancelexits drives, internal circulation ramps, covered. . entry. court, four loading bays, lobby with mail room and security. - The ground level also includes utilities such. as ITL transformer -vault, e;nergencygenerator, main el trical and telephone room,*. i'domestid pump room and a main mechanical room. (c) General location inapt showing relation of th6 site or activity. for :which special permit Is' sought to major streets, schools,.eidsting utilitie'si,sbopping drea;,*Important physIC4 features Inand adjOinifig'the project or activity and the tikes The following exhibits are included with the Major Use Special Permit Application: (1) Location Map;. -Map of the surrounding street system indii:iting-the'project location. (2) Area Context Map:. Map of the project area indicating buildings and their functions that surround the site. (3) Aerial: Aerial. photograph of the surrounding area indicating the project site. (d) A site plan -containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show. One Site Plan, Sheet A-1 is provided with the Major Use special Permit Application under Tab 6 of the Supporting Documents. The site plan includes the following: (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines. The boundaries of the project and the location of existing streets and easements are shown on the Boundary Survey located under Tab 5 of the Supporting Documents. -2- 95- 598 (2) Exact location of all buildings and structures. - The exact location of all existing buildings located on the•property is shown on the Boundary Survey under Tab S. The location of the buildings to be constructed are shown on the Site Plan, Sheet A-1 under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types ofaraffic. A detailed analysis of the site access and traffic flow for the development Is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. Essentially, vehicular access for•tenants and visitors will be from' 14th Terrace. A security gate will provide the control point to the parldng'garage: The service entrance will be from 44ih .Street.: The internal circulation ramps. are located within the strucWi-&away from.41I setbacks and will. provide an efficient and secure access for the tenants.' (4) Off street parking and. off street loading.areas. Off street-parking-will.be located on levels 2 through 6 plus loading/delivery parking on the east side of the residential structures. The project will contain four loading•bays, with sizes and clearances in compliance with code. (5) Recreational facilities locations. Recreational facilities for the development are shown located on the 7th Floor 'PIan, Sheet A-6 under Tab 6 of the Supporting Documents. •Amenities will include a recreation deck with swimming pool, a fitness center containing an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance to satisfy the -business needs of the tenants. A commercial area with a small grocery or convenience center will be included for the use of the tenants and the public. (6) Screens and buffers. Landscaping and buffer areas are indicated on the Site Plan Sheet a-1, Landscape Plan, Sheet L-1 and L-2 under Tab-6 of the Supporting Documents. The irrigation plan for the proposed landscaping is found on Sheet I-1 under Tab 6. (7) Refuse collections areas. Waste collection will be provided by a containerized compactor system located within the structure in the service area . These facilities are shown on Ground/2nd Floor Garage Floor Plan, Sheet a-2 under Tab 6 of the Supporting Documents. -3- 95— 598 411100 als 411 (8) Access to utilities and points of utilities hookups. Access and connections to site utilities are discussed in the. Site Utility Study located under Tab 3• of the Supporting Documents. (e) Tabulations of total grass acreage -in the project and the percentages thereof proposed to be devoted to '(1) ` The various pe muted max. Li ddrlI Parking• Garage and Residential Tower Building' Footprint:. 41,107 gross.s.f. + 67,295 gross s.f. = 6196 (2) Ground' coverage .by structures. .Ground coverage.by the structure is:61 % of the total gross lot area. M Tabulation -showing (1) The:derivation of numbers.of off street -parking and off street loading spaces shown In (d) above. The minimum total number of Off street parking spaces required is 299. The total number of spaces provided is 342. . .n The off street loading area shown on the Ground/2nd Floor Garage Floor Plan, Sheet A 2 under Tab 6 of the Supporting Documents, provides 4 loading berths on the north side of the building. All berths. are 12 feet by-35 feet with a clearance of 16 feet exceeding required size. (2) Total project density in dwelling units per acre. The residential towers will consist of 297 apartment units. The residential project density per acre will be as follows: 297 residential dwelling units :- 1.54 net acres = 234 dwelling units per acre. -4- 95- 598 If common facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and perinanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage And sanitary sewerage plans. Storm, drainage, water distribution, waste water and solid waste generation provisions are ' discussed in the.. Site Utility Study located under Tab, 3 of the'.Supporting Documents. (1) -Ardiltecturai'derudtions for buildings in the development; exact number of dwelling units, sizes and types, together with typical floor.plans of each type. The development will include residential. use with 297 apartments. The exact number of dwelling units, sizes and -types, together with typical floor plain of each type are included in the Proj ect.Summary for' Brickell Bayfront Club' under BUMDING AREA .,COMPUTATIONS. The Project. Summary Is included unde'r Tab. 6 of the Supporting .0couments. Typical floor plans for residential units are included, in Sheets A-6 through A-10 under Tab 6 of the Supporting Documents. Plans for signs, if any. An identification signs will be located at the south side of the property at 14th Terrace,* attached to the front facade of the building. The design will be compatible with the area and in compliance with the required regulations. Smaller directional signs will be located at the south entrance gate for owners and -visitors, and at the north exit gate which doubles as an emergency and service entrance. -(k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for Irrigation and future maintenance. The Planting Plan, Sheets 1 -1 and L-2 under Tab 6 of the Supporting Documents, specify the plant types, sizes and locations. The Irrigation Plan is included in Sheet I- I under Tab 6. -5- 95- 598 Jwit"W (1) Plans for recreation facilities, if any, including location and general description of building for such use. Recreational facilities provided will include a recreation deck with swimming pool, a fitness center with an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance to satisfy the business needs of the.tenants. A commercial -area with a grocery and convenience center will also be included for the use of the tenants and the public. {m) Such additional.data, maps► plans, or statements as inaybe required for the particular -use or activity involved. -.TheyDrawings'covering the roof and mechanical aspects of the -building are included in Sheet 'A41 and A 12 ind:are submitted with this Application. are located under Tab 6 of the .Supporting. Documents. (n) Suchaddition data as the A.pphcant may beheve•is pertueent to the proper considernuon ...of the site and development plan. Elevations and sections depicting the architectural character of the building are included in Sheets A-13, through'A=18 and are located under Tab 6 of the Supporting Documents. A rendering showing the entire project is also included under Tab 6. 2. Section 1702.2.1 General Report (1) Property'ownership or ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit are provided in Article L <(2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article I. (3) Survey of the proposed area showing property lines and ownership. A copy of the Boundary Survey is included under Tab 5 of the Supporting Documents. _6- 95- 598 3. (4) Map of existing features, including streets, alleys, easements, utilities' Panes, existing land use , general topography and physical features. The existing site futures and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities are also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. (5) Materials'to-demonstrate the relationship of the elements listed In, (4) preceding to surrouaiding.am characteristics. The Drawings submitted with this Application are located under Tab 6 'of the -Supporting Documents. (6) -Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. y -The existing zoning designation far the property pursuant to City of Miami Ordinance No. 11000, is SD 5. ••Page 37 of the Zoning Atlas Map is located in ;Article 1, and indicates the existing and.surrounding zoning.- The comprehensive plan'future laird use designation for the propertyis Office. The zoning -and the comprehensive plan designation are consistent with one another. Section 1702.2.2 MWor Use Special Permit Concept Plan. a. Relationships of the concept plan to surrounding, ezasting.and'proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian systems, service systems and similar uses). Article II contains a written narrative of this project outlining proposed uses, activities and architectural, character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is. included in the Drawings submitted with this Application. The list of Drawings submitted is found under Tab 6 of the Supporting Documents. b. Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD-5 zoning for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. Two zoning variances are being contemplated for execution of this project. -7- "- 598 ,tt1;Ntrr 4. Section 1702.2.3 Developmental Impact Study. a. A traffic analysis shall be submitted,for an area within approximately 114 mile of the site, or an area including the major intersections to be Impacted by the site, .whichever is larger. The Traffic Impact Analysis Is included under Tab 2 of the Supporting Documents. b. Economlc impact•data shall be provided, Including estimates for construction costs, . construction employment, and permanent employment and shall demonstrate that the proposed .development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study. is included under Tab .4 of the Supportinng:Documents. c. A housing impact assessment. The property will be resldential with 297 apartment units. The rental price of the apartments will range from $900 to $1200 per month. d. A description of proposed energy. conservation measures shall be provided, Including only those measures that are proposed in addition to the minimum requirements In State llnergy Code. Architecturally, the building envelope will be comprised of insulated walls on roof. Tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and. photocell switches. Energy saving lamps, ballasts and fixtures are being considered of cores and.public spaces. e. Historic Buildings There are no existing historic structures located on the property. e. Environmental Zone The property is not located within an environmental preservation district. -8- r�- 598 =t� 'PLANNING FACT SHEET PzW 1 APPLICANT Lucia A. Dougherty,Es q•, for Terremark Brickell Ltd. APPLICATION DATE REQUEST/LOCATION Major Use Special Permit for the Brickell Bayfront Club Project, located at 185 S.E. 14th Terrace LEGAL DESCRIPTION (Complete legal description on file with the Hearing Boards Division) PETITION Consideration of approving a Major Use Special Permit pursuant to Article 17 of Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, for the Brickell Bayfront Club Project, located at 185 S.E. 14th Terrace (more particularly described herein), to be comprised of not more than 297 residential units and accessory commercial space; approving said Major Use Special Permit after considering the report and recommendations of the Planning Advisory Board, and subject to the conditions of the Development Order, attached hereto as "Exhibit A", and the application for development approval, incorporated herein by reference; making findings of fact and conclusions of law; and providing that the Development Order shall be binding on the applicant and successors in interest. PLANNING Approval with conditions. RECOMMENDATION BACKGROUND AND SEE ATTACHED. ANALYSIS PLANNING ADVISORY BOARD Approval CITY COMMISSION N/A. APPLICATION NUMBER 94-196 06/29/95 VOTE: 6 - 0 June 21, 1995 9 5- 598 410f?i I ANALYSIS FOR MAJOR USE SPECIAL PERMIT FOR BRICKELL BAYFRONT CLUB 185 S.E. 14TH TERRACE The Planning, Building and Zoning Department is recommending approval of the requested Major Use Special Permits for the Brickell Bayfront Club Project to .be located at approximately 185 S.E. 14th Terrace with the conditions specified herein. PROJECT DESCRIPTION The Brickell Bayfront Club Project is a proposed residential development to be located at 185 S.E. 14th Terrace; within the SD-5 Brickell Avenue Area Office -Residential District in Downtown Miami. The project will consist of a 29 story rental residential apartment tower with 297 rental units and accessory commercial space. There will be a total of five parking levels providing 342 spaces. The development consists of a single parcel with 1.26 net acres of land, and 1.54 gross acres. Among the amenities provided, there will be a recreation deck with a swimming pool, a fitness center including an exercise room and locker and sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants. There will be a commercial area with a small grocery or convenience store for -use of the tenants or the public. ANALYSIS The final submittal has been modified from its original form in response to comments received by the City's Large Scale Development Committee at its meeting of March 28, 1995, the Urban Development Review Board at its meeting of May 16, 1995 (with exceptions addressed in the conditions below), and meetings- with city staff in order to modify the requested variances to minimize the project's impact on the streetscape. The modified design. proposes a well planned and functional vehicular circulation plan which maximizes the difficult configuration of the site while not sacrificing a well landscaped building front. The design of the new residential tower will compliment the Brickell Avenue corridor and will offer new housing opportunities with convenient access to Downtown Miami. Some of the outstanding requested modifications to the plans include a more appropriate treatment of one of the parking -garage facades and a modified landscape plan to ensure that the final plant list is more appropriate for the project and the area than the list which was originally proposed. 95- 598 4AfM �• - �n V-- , RECOMMENDATION AND FINDINGS OF FACT The Planning, Building and Zoning Department is recommending approval of the proposed development with the following conditions: 1. Prior to the issuance of a building permit, modify the submitted plans on file to: 1) provide a more appropriate treatment of one of the parking garage facades (as specified by the UDRB at its meeting of 5/16/95); and 2) provide a modified landscape plan to ensure that the final plant list is more appropriate for the project and the area than the list which was originally proposed. 2. Meet all applicable building codes, land development regulations, ordinances and other laws. 3. Within six (6) months from the issuance of the Major Use Special Permit, provide a list of agencies from which approvals and/or permits must be obtained prior to initiation of development and the permit or approval required of each; 4. Prior to issuance of a building permit, allow the Miami Police Department to conduct a security survey, at the option of the Department, and to make recommendations concerning security measures and systems; further submit a report to the Planning Department, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated 'into the PROJECT security and construction plans, or demonstrate to the Planning Director why such recommendations are impractical; 5. Prior to issuance of a building permit, provide a letter from the Fire, Rescue and Inspection Services Department indicating APPLICANT'S coordination with members of the Fire Plan Review Section at the Fire Rescue and Inspection Services Department in the review of the scope of the PROJECT, owner responsibility, building development process and review procedures, as well as specific requirements for fire protection and life safety systems, exiting, vehicular access and water supply; 6: Prior to issuance of a building permit, provide a letter of assurance from the Solid Waste Department that the project has addressed all concerns of the said Department; 7. Prepare a Minority Participation and Employment Plan to be submitted within ninety (90) days of the issuance of this Major Use Special Permit to the City's Director of Minority and Women Business Affairs for review and comments, it being understood that the City's Minority/Women Business Affairs and Procurement Ordinance 10538 is a guide that the APPLICANT must use its best efforts to follow. 8. Prepare a Minority Contractor/Subcontractor Participation Plan within ninety (90) days of the issuance of this Major Use Special Permit to the City's Director of Minority and Women Business Affairs for review and comment, it being understood that the City's Minority/Women Business Affairs and Procurement Ordinance 10538 is a guide that the APPLICANT must use its best efforts to follow; 95- 598 9. Record, within six (6) months of the effective date of the development order, a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by a mandatory property owner association in perpetuity. 10. Record a certified copy of the development order within 90 days of its effective date with the Clerk of the Dade County Circuit Court specifying that the development order runs with the land and is binding on the applicant, its successors, and assigns, jointly or severally. 11. Record, within six (6) months of the effective date of the development order, a Unity of Title for the subject property. The recommendation of approval of the proposed residential project is based on the following findings: 1) The proposed development conforms to the requirements of the SD-5 Zoning District, as contained in Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami; the project requires no special exceptions, rezonings or changes in land use; the project is further compatible the Miami Comprehensive Neighborhood Plan which allows the mixture and intensity of the proposed development. 2) Upon compliance with the conditions outlined above, the project will be in compliance with all of the criteria as listed in Articles 1� and 17 of Zoning Ordinance 11000 and will be beneficial to the city by providing new housing opportunities within the Brickell area; also finding that, with the above specified modifications, the project will have no adverse effects on the surrounding area. Note: The attached application for development approval also includes requested approval of the following: 1. A Class I Special Permit for the proposed swimming pool; and 2. A request for waiver of any applicable Design Guides and Standards which may be required as a result to the modifications submitted on the final plans; specifically included are a reduction of the required backup space for the required loading berths and parking aisles. Pursuant to Articles 13 and 17 of Zoning Ordinance 11000, approval of the requested Major Use Special Permit(s) shall be considered sufficient for the subordinate requests referenced above. 1 - i 95- 598 I try If 71 /� S 8 I. • • 4 :e O ,e ,• f0 fl e, tf o S.W. 10 S T. Q S 104 ° o ••a ! a/SS4r /t�• ^ SSW. 11 S T. NC0 q rR I Y fn 1 w 4cr 4• .17� 11T. a 0 > 84YSHOR coca �I{{ m 0$ S R4cr g j 1 - - - I, rA ST B ; I1 • 100 o IQYEtt h 3++ORE SORT 11 gg S.F 1te 1. SO I "RopLVr,7 zo I :It a+ SIUTScHISIHOOLDE EM./ rl ra +• o M,T ea` DRo �? a' SVBO►Y/s/0 'I ,. ^M4 sp ST ., i 1 T. S.E. 13 ST..t'e •,. ° I �1 , a • • SIO r u 9D ,1 Q' •. '� PRq N a • I 4 a to 4 N Its M •• »•1f1 _ , H 4,4 I 14 ST. _ t e UOp I -.. 1 T , , .• .. y w .i.E i� rR a ,� �0 !4 Aa B II 7 � ♦ • 1 � 'h � �SE • � � •° it I ' l0 96 rc � ^' g ec• s" � `dam ..po J. II 1, M It Q " ^ • FOR re set S.W. 14 TERR. o rn Pt4Z Lti• h� II '0 • e~ �" ° I� •�• Co I �• � • . o . , � .rFRR d O f .rp / I .Qp 2 ® � • ' ,•'• • V8 E COSTA BELLA + a� '•, +�, ura SUB. 1 is • � ��,r .ti' • �'• 50 �/ JI oil y / 7Gt�i t� ca iii � }3r y �� a yt ASS Yj'( yYf ry+v J . r , 3� x 7 4 APPLICATION FOR A MAJOR USE SPECIAL PERMIT. File Number MU- - It is intended that major use special permits be required where specified uses and/or occupancies involve matters deemed to be of citxwide or area -wide importance. The City Commission shall be solely responsible for determinations on applica- tions for major use special permits. (See Article 17) The City Commission shall refer all application; for major use special permits to the Planning Advisory Board and to the Virector of the Department of Planning, Building and Zoning for recommendations, and may make referrals to agencies, bodies, or officers, either through the Department of Planning, Building and Zoning or directly for review, analysis, and/or technical findings and detenm,inations and reports thereon. (Section 1301.5.) 1,,Lucia A. Dougherty hereby apply to the Director of Planning, Building and Zoning of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Address of Property: 185 S.E. 14th Terrace, Miami, Florida Nature of Proposed Use (Be specific): Approval for a 297 unit residential building l - Preliminary Application I attach the following in -support or explanation of the Preliminary Applica- tion: 1. Two copies of a survey of the property prepared by a State of Florida Registered Land Surveyor. 2. Affidavit disclosing ownership of property covered by application and disclosure of intereit form (attach Forms 4-83 and 4a-83 to application. 3. Certified list of owners of real estate within a 375-foot radius from the outside boundaries of property covered by this application (attach Form 6-83 to application). 4. Maps of: (a) existing zoning and (b) adopted comprehensive plan designa- tions for areas on and around the property covered by this application. 5. General location map, showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. 6. Concept Plan (a) Site plan and relevant information. Section 1304.2.1 (d through h). (b) Relationships to surrounding existing and proposed future usei,'and activities, systems and facilities (Section 1702.3.2a). (c) Now concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, change of zoning or exemptions (Section 1702.3.2b). 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). Paoe 1 of 2 95= 598 q d.'e,7�!kNf .Yi APPLICATION FOR A MAJOR USE SPECIAL PERMIT (Continued) 8. Other (Be specific): See attached supplemental d x=wt 9. Fee of $ 14,292.07 based on Ordinance 10396. Additional fees for any required special permits, changes of zoning, or variances shall be in accord with ,zoning fees as listed in Section 62-61 of the City Code and Ordinance 10396. Fee tabulation: Buiiding(s): Other (Specify): Total: $ 14,242.07 — Final Application I attach the following additional information in support or explanation of the final application: J t Signature _ AAthorized Agent Lucia A. Wugherty Name: Address: City, State, Zip: Phone: This application is [ J approved [ J denied in accord with City Commission Resolution Number: Other: Sergio Rodriguez, Director Planning, Building and Zoning Department Date: Page 2 of 2 5- 598 ,tWWIVA PETITION FOR VARIANCE File Number A variance is relaxation -of the terms of the ordinance where, such Action will not be contrary -to the public interest and where, owing to conditions peculiar to the property and not the result of actions of the* applicant, a. literal enforcement of this ordinance would result in unnecessary and undue hardship on the property. As used in this ordinance, a variance is authorized only for height, area, size of structure, dimensions of yards and other open spaces and off-street parking or loading requirements. (Section 1901) I, Lucia A. Dougherty ,, hereby pAition the City of Miami Zoning Board for a variance from the terms of the "Zoning Ordinances of the City of Miami," affecting property located at 165 S.E. 14th Terrace , Miami, as specified below. In support of this application, the following material is submitted: x 1. Two copies of a survey of the property prepared by a State ,of E1orida Registered Land Surveyor. x 2. Four copies of: the site plan showing (as required) property bpundaries,'existing (if any) and proposed structure(s), parking, l4ndscaping etc.; building elevations and dimensions and compu- tations of lot area and building spacing. x 3. Affidavits disclosing ownership of property covered by application an& disclosure of interest form (attach to application). x 4. Certified list of owners of real estate within a 375-foot radius of the outside boundaries of property covered by the application. _•.x 5. At least two photographs that show the entire property (land and improvements). x 6. Other (Specify) MUSP Application x 7. Fee of $. D Jb'S,�16.to apply toward the cost of processing, based on the fotdw n� g: CS, PR, R-1, R-2, (single-family and duplex residential uses) . . . . . .. $ 200.00 Piers, docks, wharves and the like, for each variance from the ordinance, per lineal foot . . . . . . $ 30.00 Minimum . . . . . . . . . . . . . . . . $ 600.00 All other applications for each variance from the ordinance, per square foot of gross floor area of new building(s) or additions, based upon the definition of floor area (section 1901) . . . . . . . . Minimum. . .. . . . . . . . . . . . . . . . . $ 0.07 . $ 550.00 95- 598 (f) -The grant of the variance would be in harmony with the general intent and purpose of the Zoning Ordinance, and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare.. The property is surrounded by adjacent highrises and parking garages All documents, reports, studies, exhibits, or other written or graphic material to be submitted to the Zoning Board shall be submitted with this application. Signature Owner or Aut orized Agent a Name Lucia A. Dougherty, Esg. Greenberg, Traurig, Hoffman, Lipoff, Rosen & Quentel, P.A. Address 1221 Brickell Avenue Miami, Florida 33130 STATE OF FLORIDA ) SS: COUNTY OF DADE ) Lucia A. Dougherty being duly sworn, deposes and says that he is the (Authorized Agent of Owner) of the real pr.operty described in answer to question #1, above; that he has read the foregoing answers and that the same are true and complete; and (if acting as agent for owner) that he has the authority to execute this petition on behalf of the owner. (Name) Lucia A. Dougherty, Esq. SWORN TO AND SUBSCRIBED - before me is day of ( � 1995. ' —/a n Notary Public, State of Florida at Large My Commission Expires: Personally known, oath taken L. ' . 5 ADRIENNE FRIESNER PARDO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO CC4287!5 9 �' " 598 MY COMMISSION EXP. DEC. 21,1998 OWNER'S LIST Owner's Name Terremark Brickell Ltd a Florida Limited Partnership Mailing Address 2601 S. Bayshore'Drive. Miami, Florida 33133 Telephone Number 856-3200 Legal Description: see attached Exhibit "A." Owner's 'Name - Mailing Address - Telephone Number - Legal Description: Owner's Nacre Mailing Address Telephone-NUmber Legal Description: Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 375 feet of the subject site is listed as follows: Street Address Legal Description Terremark Brickell Ltd. owns The Southerly 1/2 of the portion of tk:_t-certain 101foot private alley which lies adjacent to the North line of Lots 28 less the West 10' feet adjacent to Lot 25 and Lot 30 1P-,s'the`Southeasterly 5 feet, all in Block 2 of AMENDED PLAT OF POINT VIEW according to the Plat thereof recorded in Plat BooK Street Address Legal -Description Page 93 of the Public Records c Dade County, Florida Street Address Legal Description O 9 - 598 DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: See attached Exhibit "A." 185 S.E. 14th Terrace Owner(s) of subject real property and percentage of ownership. Note: City of Miami Ordinance No. 9419 requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a presentation, request or petition to the City 4ommission. Accordingly,,. question #2 requires disclosure, of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. See attached Exhibit "B." 3. Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 375 feet of the subject real property. Terremark Brickell � Ltd. owns the southerly 1/2 of the portion of that certain 101jfoot private alley which lies adjacent to the north line of Lots 28 less the west 10' feet adjacent to Lot 29 and Lot 30 less the southeasterly 5 feet, all ; in Block 2 of AMENDED PLAT OF POINT VIEW ding to the Plat thereof recoided in Plat Book 2 at Page 93 of the P. D. . OWNER OR ATTORNEY FOR OWNER Lucia A. Dougherty, Esq. STATE OF FLORIDA ) } SS: COUNTY OF DADE } -Lucia A. Dougherty, Esa. , being duly sworn, deposes and says that she is the (Owner) (Attorney for Owner) of the real property described in answer to question #1, above; that he has read the foregoing answers .and that the same are true and complete; and (if acting as attorney for owner) that he has authority to execute .the Disclosure `f hership form on behalf of the owner: ,� (SEAL) (Name) Lucia A. Dougherty, Esq. - SWORN TO AND SUBSCRIBED before me t is je i day of Personally known, oath taken Notary Public-,*' State of Florida at Large MY COMMISSION EXPIRES: OFF ICrn \ A A ADRIENNE FRIESNER PARDO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO CC428765 MYCOM'MI531ON EXP. DEC.21,199R 95- 598 Td f A LEGAL DESCRIPTION: THE WEST N, FEET OF LOTS 12 AND 2, LOTS 27 THRU 3G, INCLUSIVE, LESS THE SOUTHEASTERLY.5 FEET OF LOT 30, BLOCK 2, 'AMENDED PLAT OF POINT VIEW',ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2 AT PAGE 93 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN 10 FOOT PRIVATE ALLEY BETWEEN LOTS 12. 2, 26, 27 AND BETWEEN THE WEST N FEET OF LOT li'AND THE WEST 10 FEET OF LGT 28, ALL IN BLOCK 2. Exhibit "A" 95- 598 /5 EXHIBIT owner: Terremark Brickell Ltd., a Florida limited partnership is the owner of the subject property. General Partner: Terremark Brickell Inc., a Florida corporation Shareholder: Manuel D. Medina loot 'Limited Partner: Terremark Investment Services, Inc.,, a ---Florida corporation Shareholders: Manuel D. Medina 68% Guepard Investments, Ltd..- 15% Shareholder: Mario Morandini 100% The mailing, -address for the above individuals and entities is c/o Adorno and �eder, 2601 South Bayshore Drive, Suite 2600, Miami, Florida 3313'3 95- 598 BRICIC&LD BAYFRONT CLUB _ - rROJECIDATA SHEET 1. Legal Description: The west 10 feet of lots 12 and 13, Lots 27 thru 30 inclusive, less the southeasterly 5 feet of Lot 30, block 2, "Amended Plat of Point View", according to the Plat thereof as recorded in Plat Book 2 at Page 93 of the Public Records of Dade County, Florida, together with that certain 10 foot private alley between Lots 12, 13, 26, 27 and between the west 10 feet of Lot 11 and the west 10 feet of Lot 28, all in block 2.' 2. Address: 185 S.E. 14th Terrace Miami, Florida— 3. Zoning Classification: City of Miami Zoning Overlay SD-5 4. Lot Area Net Area: i Gross Area: 5. Density: Units /Acre Allowed Units / Acre Provided 6. Allowable Area: Floor Area Ratio(FAR): Floor Area Ratio(FAR): 7. Loading Berths: 8 Height: 55,082 sq. ft. 67,295 sq. ft. 500 dwellings units per acre 193 dwelling units per acre 4.25 allowed (without bonus) 4.3778 allowed (with commercial area bonus) 4.227 provided 4 loading berths 12 ft. x 35 ft. with clearance of 16 ft. No height limitations 302 feet 7inches provided 9. Building Footprint: 41,107 gross sq.ft. 10. No. of Parking Spaces Required 299 spaces No. of Parking Spaces Provided 342 spaces 95-- 598 Front 14th Terrace 6 ft. required 0 ft. provided (variance) Porte Cochere t East Side: 15 ft. required up to 17 ft. 3 in. provided West Side: Rear 14th Street: North Interior Side: Upper Level Setback on North Interior Side for top 7 levels only of Residential Ttower East Interior Side: 40 ft. in height. after 40 feet 17 ft. 3 in. required 17 ft. 3 in.provided 15 ft. required 17 ft. 3 in. provided 20 ft. required 20 ft. provided 15 ft. required 5 ft. provided (variance for parking structure only) 40 ft. required 21 ft. provided (variance) 15 ft. required 27 ft. 2 in. provided z 9 598 1Li µ1`•�y, 'li` _; � �•/j. 1 l'Lllr lllu� iW� i = �o `•��Ll 1 t �! ••� .. Ll.IM�VMM- 1) y, �,�.t( �� Sal R+, • +i • 1 � t ,T '1'1 l + �r,��•• „r 4�•''1 NNN ♦.\"/ '�� '/,; ,�' •/h ,• °,j ,. •yY •ly ,' ...elf ` tt ++``�- r4th�',� t1_ 'yj`` , �i • •✓ �' �`. '\.•. � �'''j� u, �' Nei• .• � / �� �• •` ✓ '/ ./ r ./ '� . ''V' 'macc' ,. t •\ / .,> , t7�° h � '/ I ,, • fj..! �, . i / ••i / • j a • i/ .'ply\\ E' R, \ t � � , � _ ice` .//'/• j• �� � � •. '\\'•, v 0P\ �DC'4' '\ a I hlh ro 1rpJ• IMI Ihl„t;/ \ ; �j. 1++rr.,'n111K 1111+t u1 /nn+nR C.1 '�.. \�•'\ ♦` jjj11' AOaI v4ur+l In a•d .vinl•ItJ A �/' 1 ri ,tn, 11 dmtmr I In •1 / . O � ��\ "� n 1 K nM1J �1 Iht CO, M •P 't!/. \,C1y`4tS, • \I,., '1" 11 +++t., n.h•ySd , r\\iW'VV��\� 00 VVVV//// • ,t ' C '�`'. .. .v6hGi1' tou,. h•, •,{,_ .,� + LF-S^T.��i�-,�� BRICKELL BAYFRONT CLUB MAJOR USE SPECIAL PERMIT Zoning Ordinance No. 110000 1. Section 1304.1.1 Application form, supplementary materials (a) Statements of ownership and control of the proposed development of activity. The Disclosure of Ownership and Ownership Affidavit are provided in Article 1. (b) Statement describing in detail the character and intended use of the development or activity. Brickell Bayfront Club is a rental apartment development located at 185 S.E. 14th Terrace, Miar4i, Florida. The development consists of a single parcel with a net area of 55,082 square feet of 1.26 acres. The gross lot area is 67,295 square feet or 1.54 acres. The property fronts S.E 14th Street on the north, S.E. 14th Terrace on the south, a one level parking garage on the east a�d the Forte Plaza parking garage on the west. Bricked' Bayfront Club will have approximately 297 rental units. The development will consist of -one tower of 28 stories including 5 levels of parking. The residential towers will compliment the Brickell residential corridor. This type of development is intended to also serve the business community in providing housing for short term visits for the business traveler as an alternative to longer stays at a hotel. Maid service will be made available upon request to service this type of resident. Among the amenities provided there will be a recreation deck with swimming pool, a fitness center including an exercise room and locker and sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants. There will also be a commercial area with a small grocery or convenience store for use of the tenants and the public. Drawings showing the architectural character and location of the intended use are included under Tab 6 of the Supporting Documents. -- 598 The approximate gross square footage allocation for the building is as follows: Residential units 235,013 Parking units 342 spaces Lobby 1,573 Business Center 1,440 Fitness Center 3,065 Commercial Area 1,895 The ground level includes Iandscaped areas, entrance/exits drives, internal circulation ramps, covered entry court, four loading bays, lobby with mail room and security. The ground level also includes utilities such as FPL transformer vault, emergency generator, main electrical and telephone room, a domestic pump room and a main mechanical room. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project or activity and the like. The foAowing exhibits are included with the Major Use Special Permit Application: (1) Location Map: Map of the surrounding street system indicating the project location. (2) Area Context Map: Map of the project area indicating buildings and their functions that surround the site. (3) Aerial: Aerial photograph of the surrounding area indicating the project site. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show. One Site Plan, Sheet A-1 is provided with the Major Use special Permit Application under Tab 6 of the Supporting Documents. The site plan includes the following: (1.) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines. The boundaries of the project and the location of existing streets and easements are shown on the Boundary Survey located under Tab 5 of the Supporting Documents. -2- 95- 598 i t i 0 (2) Exact location of all buildings and structures. The exact location of all existing buildings located on the property is shown on the. Boundary Survey under Tab 5. The location of the buildings to be constructed are shown on the Site Plan, Sheet A-1 under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will he separated from pedestrian and other types of traffic. A detailed analysis of the site access and traffic flow fo-r the development is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. Essentially, vehicular access for tenants and visitors will be from 14th Terrace. A security gate will provide the control point to the parking garage. The service entrance will be from 14th Street. The internal circulation ramps are located within the structure -away from all setbacks and will provide an efficient and secure access for the tenants.' 4 (4) Off street parking and off street loading areas. Off street parking will be located on levels 2 through 6 plus loading/delivery parking on the east side of the residential structures. The project will contain four loading bays, with sizes and clearances in compliance with code. (5) R�ereatlonal facilities locations. Recreational facilities for the development are shown located on the 7th Floor Plan, Sheet A-6 under Tab 6 of the Supporting Documents.Amenities will include a recreation deck with swimming pool, a fitness center containing an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance to satisfy the business needs of the tenants. A commercial area with a small grocery or convenience center will be included for the use of the tenants and the public. (6) Screens and buffers. Landscaping and buffer areas are indicated on the Site Plan Sheet a-1, Landscape Plan, Sheet L.-1 and L.-2 under Tab 6 of the Supporting Documents. The irrigation plan for the proposed landscaping is found on Sheet I-1 under Tab 6. (7) Refuse collections areas. Waste collection will be provided by a containerized compactor system located within the structure in the service area . These facilities are shown on Ground/2nd Floor Garage Floor Plan, Sheet a-2 under Tab 6 of the Supporting Documents. -3- 95- 598 a�kae (8) Access to utilities and points of utilities hookups. Access and connections to site utilities are discussed in the Site Utility Study located under Tab 3. of the Supporting Documents. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to (1) The various permitted uses. _ Land Use — Parking Garage and Residential Tower _ Building Footprint: 41,107 gross s.f. + 67,295 gross s.f. = 61 % (2) Ground. coverage by structures. .Ground coverage by the structure is 61 % of the total gross lot area. (f) Tabulation showing (1) ' The derivation of numbers of off street parking and off street loading spaces shown in�(d) above. _ The minimum total number of Off street parking spaces required is 299. The total number of spaces provided is 342. The off street loading area shown on the Groundi2nd Floor Garage Floor Plan, Sheet A-2 under- Tab 6 of the Supporting Documents, provides 4 loading berths on the north side of the building. All berths are 12 feet by 35 feet with a clearance of 16 feet exceeding required size. (2) Total project density in dwelling units per acre. The residential towers will consist of 297 apartment units. The residential project density per acre will be as follows 297 residential dwelling units + 1.54 net acres = 234 dwelling units per acre. -4- 3 95- 598 w � S �i (g) If common facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as fo how such common i facilities are to be provided and permanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage and sanitary sewerage plans. Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the Site Utility Study located under Tab 3 of the Pupporting Documents. (1) Architectural definitions for buildings in the development; exact number of dwelling units, sizes and types, together with typical floor plans of each type. The development will include residential use with 297 apartments. The exact number of dwelling units, sizes and types, together with typical floor plans of each type are included in the Project Summary for Brickell Bayfront Club under BUILDING AREA COMPUTATIONS. The Project Summary is included under Tab 6 of the Supporting Dcountents. Typicaf,floor plans for residential units are included in Sheets A-6 through A-10 under Tab 6 of the Supporting Documents. (j) Plans for signs, if any. An identification signs will be located at the south side of the property at 14th Terrace, attached to the front facade of the building. The design will be compatible with the area and in compliance with the required regulations. Smaller directional signs will be located at the south entrance gate for owners and visitors, and at the north exit gate which doubles as an emergency and service entrance. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The Planting Plan, Sheets L-1 and L-2 under Tab 6 of the Supporting Documents, specify the plant types, sizes and locations. The Irrigation Plan is included in Sheet I-1 under Tab 6. -5- 5- 598 owj''p? 4 (1) 'Plans for recreation facilities, if any, including location and general description of building for such use. Recreational facilities provided will include a recreation deck with swimming pool, a fitness center with an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance to satisfy the business needs of the tenants. A commercial area with a grocery and convenience center will also be included for the use of the tenants and the public. (m) Such additional data, maps, plans, or statements as may 40 required for the particular use or activity involved. The Drawings covering the roof and mechanical aspects of the building are included in Sheet A-11 and A-12 and are submitted with this Application are located under Tab 6 of the Supporting Documents. . (n) Such additional data as the Applicant may believe is pertinent to the proper consideration of the -site and development plan. Elevations and sections depicting the architectural character of the building are included in Sheets A-13 through A-18 and are located under Tab 6 of the Supporting Documents. A rendering showing the entire project is also included under Tab 6. 2. Section 1702.2.1 General Report (1) Property ownership or ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit are provided in Article I. (2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article I. (3) Survey of the proposed area showing property lines and ownership. A copy of the Boundary Survey is included under Tab 5 of the Supporting Documents. -6- 95- 598 (4) Map of existing features, including streets, alleys, easements, utilities' lines, existing land use , general topography and physical features. The existing site features and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities ar6 also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. - (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents. (6) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SD-5. Page 37 of the Zoning Atlas Map is located in Article I, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Office. The zoning and the comprehensive plan designation are consistent with one anothear. c 3. Section 1702:2.2 Major Use Special Permit Concept Plan. a. Relationships of the concept plan to surrounding, exdsting and proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian systems, service systems and similar uses). Article H contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is included in the Drawings submitted with this. Application. The list of Drawings submitted is found under Tab 6 of the Supporting Documents. b. Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD-5 zoning for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. Two zoning variances are being contemplated for execution of this project. -7- 95- 598 4. Section 1702.2.3 Developmental Impact Study. a. A traffic analysis shall be submitted for an area within approximately 114 mile of the site, or an area including the major intersections to be impacted by the site, whichever is larger. The Traffic Impact Analysis is included under Tab 2 of the Supporting Documents. b. Economic impact data shall be provided, including estimates for construction costs, construction employment and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 4 of the Supporting Documents. c. A housing impact assessment. The property will be residential with 297 apartment units. The rental price of the apartments will range from $900 to $1200 per month. d. A description of proposed energy conservation measures shall be provided, including only those measures that are proposed in addition to the minimum requirements in State Energy Code. Architecturally, the building envelope will be comprised of insulated walls on roof. Tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. e. historic Buildings There are no existing historic structures located on the property. e. Environmental Zone The property is not located within an environmental preservation district. -8- 95- 598 e w� Mrs. Ileana M. Hernandez offered the following Resolution and moved its adoption. RESOLUTION ZB 69-95 AFTER CONSIDERING THE FACTORS SET FORTH IN SECTION 1903.1 OF ORDINANCE 11000,'THE ZONING BOARD RECOMMENDED APPROVAL TO THE CITY COMMISSION, THE VARIANCES FROM ORDINANCE NO. 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 6, SECTION 605.8.1 MINIMUM YARDS, TO PERMIT A REAR YARD SETBACK OF 5'-0" (15'-0" REQUIRED), PER SECTION 605.8.2, MINIMUM BUILDING SETBACKS ADJACENT TO INTERIOR LOT LINES, TO ALLOW A PROPOSED NORTH SIDE ELEVATION (REAR) OF 21'-0" (40'-0" REQUIRED), AND TO ALLOW A CANOPY OVER A VEHICULAR AREA WITH A FRONT YARD SETBACK OF 0'-0" ( '-0" REQUIRED) ACCORDING TO ARTICLE 9, SECTION 908.5.3, C NOPIES OVER VEHICULAR AREAS FOR THE PROPERTY LOCATED A 185 S.E. 14TH TERRACE LEGALLY DESCRIBED AS EXHIB T "A" HEREOF ATTACHED; ZONED SD-5 BRICKELL AVENUE AREA RESIDENTIAL -OFFICE DISTRICT. THESE VARIANCES WERE GRANTED PER PLANS ON FILE WITH A TIME LIMITATION OF TWO (2) YEARS IN WHICH A BUILDING PERMIT MUST BE OBTAINED AND SUBJECT TO THE PLANNING DIVISION CONDITIONS OF THE PLANNING, BUILDING AND ZONING DEPARTMENT. Upon being seconded by Mr. George E. Barket the motion was passed and adopted by the following vote: AYES: M es. Hernandez, Basila & Morales. M ssrs. Barket, Carman, Crespo, Milian a d Moran-Ribeaux. NAYES: None. ABSENT: Messrs. Luaces and Hernandez. Ms. Fernandez: Motion carries 7-0. June 19, 1995 Item# 8 Zoning Board 9 5_ 598 LEGAL DESCRIPTION: THE WES'+ tO FEET OF LOTS 12 AND 13, LOTS 27 THRU 30, INCLUSIVE, LESS THE SOUTHEASTERLY 5 FEET OF LOT 30, BLOCK 2, 'AMENDED PLAT OF POINT VIEW',A000RDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2 AT PAGE 93 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN 10 FOOT PRIVATE ALLEY BETWEEN LOTS 12, i3, 26, 27 AND BETWEEN THE WEST l0 FEET OF LOT it AND THE WEST 10 FEET OF LOT 28, ALL IN BLOCK 2. Exhibit "A" ANALYSIS FOR VARIANCE REQUEST AS PART OF A MAJOR USE SPECIAL PERMIT FOR BRICKELL BAYFRONT CLUB 185 S.E. 14TH TERRACE The requested setback variance is a component of a Major Use Special Permit request for a residential apartment complex to be constructed at 185 S.E. 14th Terrace. The project, as proposed, will consist of a new 297 unit rental apartment. complex (29 stories) including five levels of parking (342 spaces) and amenities. The Planning, Building and Zoning Department is recommending approval, with conditions, of the requested variance finding that the submitted plans, revised from their original form, in response to comments received by the City's Large Scale Development Committee, Urban Development Review Board and meetings with city staff, have made the best available use of the subject property, which due to its difficult configuration, cannot be reasonably utilized without the requested variances, and that the modified variance request is accompanied by a more appropriate design solution for the property, minimizing the project .'s impact on the streetscape as well as providing for a much more efficient .vehicular circulation system. The Planning, Building and Zoning Department is further recommending the following conditions for approval: 1. The landscape plan should be modified per the conditions requested by, the UDRB at its meeting of May 16,.1995; said modifications should include a revised plant list of heartier plants, of which a majority should be natives, and more suitable for the project; the size of the proposed landscaping materials also needs to be increased in order to provide a more mature array of plants and trees. 2. The building facade needs to be modified as follows: 1) due to its massiveness, the building front elevation needs to be softened with the use of landscaping; and 2) the depicted steel tension wires on the north parking level facade are not recommended; this should be redesigned to appear and operate like the west elevation of the parking facade. The recommendation of approval of the proposed residential project is further based on findings that upon compliance with the conditions outlined above, the project will be in compliance with all of the criteria as listed in Articles 13 and 17 of Zoning Ordinance 11000 and. will be beneficial to the city by providing new housing opportunities within the Brickell area; also finding that, with the above specified modifications, the project will have no adverse effects on the surrounding area. Page 1 of 1 95- 598 3/ , RESOLUTION PAB - 32-95 A RESOLUTION RECOMMENDING APPROVAL OF A MAJOR USE SPECIAL PERMIT, PURSUANT TO ARTICLE 11 OF ZONING ORDINANCE 11000, AS AMENDED, FOR THE BRICKELL BAYFRONT CLUB PROJECT LOCATED AT 185 S.E. 14TH TERRACE (MORE PARTICULARLY DESCRIBED HEREIN), TO BE COMPRISED OF NOT MORE THAN 297 RESIDENTIAL UNITS AND ACCESSORY COMMERCIAL SPACE; APPROVING SAID MAJOR USE SPECIAL PERMIT SUBJECT TO THE CONDITIONS OF THE DEVELOPMENT ORDER (ATTACHED HERETO AS "EXHIBIT A"), AND THE APPLICATION FOR DEVELOPMENT APPROVAL, INCORPORATED HEREIN BY REFERENCE; MAKING FINDINGS OF FACT AND CONCLUSIONS OF LAW; AND PROVIDING THAT THE DEVELOPMENT ORDER SHALL BE BINDING ON THE APPLICANT AND SUCCESSORS IN INTEREST. HEARING DATE: June 21, 1995 VOTE: 6 - 0 ATTEST: �CO lt�vzlyvl— URGIO R DRI UEZ, DIRE T PLANNING, BUILDING AND ZONING 33 95— 598 ems' EXHIBIT A ATTACHMENT TO RESOLUTION NO. 95- DATE: BRICKELL BAYFRONT CLUB PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of, a Major Use Special Permit for the Brickell Bayfront Club Project (hereinafter referred to as the "PROJECT") to be located at approximately 185 S.E. 14th Terrace; see legal description on "EXHIBIT B", attached hereto and made a part hereof; said legal description is subject to any dedications, limitations, restrictions, reservations or easements of record; After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permits 95- 598 FINDINGS OF FACT t PROJECT DESCRIPTION: The proposed Brickell Bayfront Club Project is a residential use development located at approximately 185 S.E. 14th Terrace, Miami, Florida ("Project"). The PROJECT is located on approximately 1.54 gross acres and 1.26 net acres of land (more specifically described on "Exhibit B," incorporated herein by referenced). The remainder o+—the PROJECT,s VITAL DATA is attached hereto as "EXHIBIT C", and incorporated herein by reference. The project will consist of a 29 story rental residential apartment tower with 297 rental units and accessory commercial space. Among the amenities which are being provided, there is will be a recreation deck with a - swimming pool, a fitness center including an exercise room and locker and - sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants. There will be a commercial area with a small grocery or convenience store for use of the tenants or the public. The ownership, operation and maintenance of common areas and facilities will be by a mandatory property owner association in perpetuity pursuant to a recorded Declaration of Covenants and Restrictions. No special exceptions, rezonings or land use changes will be required for this permit. The Project also reflects suggestions received at the Miami Large Scale Development Committee meeting of March 28, 1995, and the Urban Development Review Board meeting of May 16, 1995. The Project shall be constructed q4 95— 598 substantially in accordance with plan*s and design schematics on file prepared by Bermello, Ajamil & Partner Inc., dated May 1995, with revisions dated June 8, 1995 and June 15, 1995: said plans may be permitted to be modified only to the extent necessary to comply with the conditions for approval imposed herein; all modifications shall be subject to the review and approval of the Director of the Planning, Building and Zoning Department prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD-5 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. The existing comprehensive plan future land use designation allows the proposed mixture of commercial and residential uses. The application for. development approval also includes a required approval of a Class I Special Permit for the proposed swimming pools and a waiver of any required Design and Guidelines Standards which are not being provided as a result of the modified plans. Pursuant to Articles 13 and 17 of Zoning Ordinance 11000, approval of the requested Major Use Special Permit(s) shall be considered sufficient for the subordinate request referenced above. The PROJECT may be constructed with up to 284,481.4 total gross square feet. CONDITIONS THE APPLICANT, ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY OR SEVERALLY, SHALL: 1. Prior to the issuance of a building permit, modify the submitted plans on file to: 1) provide a more appropriate treatment of one of the parking garage facades (as specified by the UDRB at its meeting of *57. Page 3 95- 598 alti�'�t 5/16/95); and 2) provide a modified landscape plan to ensure that the final plant list tis more appropriate for the project and the area than the list which was originally proposed. 2. Meet all applicable building codes, land development .regulations, ordinances and other laws. 3: Within six (6) months from the issuance of the Major Use Special Permit, provide a list of agencies from which approvals and/or permits must be obtained prior to initiation of development and the permit or approval required of each; , 4. Prior to .issuance of a building permit, allow the Miami. Police Department to conduct a security survey, at the option of the Department, and to make recommendations concerning security measures and systems; further submit a report to the Planning Department, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and construction plans, or demonstrate to the Planning Director why such recommendations are impractical; 5. Prior to issuance of a building permit, provide a letter from the Fire, Rescue and Inspection Services Department indicating APPLICANT'S coordination with members of the Fire Plan Review Section at the Fire Rescue and Inspection Services Department in the review of the scope of the PROJECT, owner responsibility, building development process and review 'procedures, as well as specific requirements for fire protection and life safety systems, exiting, vehicular access and water supply; 6. Prior to issuance of a building permit, provide a letter of assurance from the Solid Waste Department that the PROJECT has addressed all concerns of the said Department; 9-r�_ 598 Page 4 rl t 41vip k 7. Prepare 'a Minority Participation and Employment Plan to be submitted within ninety (90) days of the issuance of this Major Use Special Permit to the City's Director of Minority and Women Business Affairs for review and comments, it being understood that the City's Minority/Women Business Affairs and Procurement Ordinance 10538 is a guide that the APPLICANT must use its best efforts to follow. 8. Prepare a Minority Contractor/Subcontractor Participation Plan within ninety (90) days of the issuance of this Major Use Special Permit tD the City's Director of Minoi-ky and Women Business Affairs for -review and comment, it being understood that the City's Minority/Women Business Affairs and Procurement Ordinance 10538 is a guide that the APPLICANT must use its best efforts to follow; 9. Record in the Public Records of Dade County, Florida, within six (6)- months of the effective date of the development order, a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by a mandatory property owner association in perpetuity. 10. Record a certified copy of the development order within ninety (90) days of its effective date with the Clerk of the Dade County Circuit Court specifying that the development order runs with the land and is binding on the Applicant, its successors, and assigns, jointly or severally. 11. Record in the Public Records of Dade County, Floria, within six (6) monthsofthe effective date of the development order, a Unity of Title for the subject property. THE CITY SHALL: 47 Page 5 95- 598 1. Subject to payment of all applicable fees due, establish the effective date of this. Perimit as being thirty (30) days from ths..4ate of its issuance with the. issuance date constituting the commencement of the thirty (30) day period to appeal from the provisions of the Permit; CONCLUSIONS OF LAW The Brickell Bayfront Club Project, proposed by the applicant, Terremark Brickell Ltd. ("Applicant"), complies, with the Miami Comprehens-"e Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land devel.opment regulations and further, pursuant to Section 1703 of Zoning Ordinance 11,000: (1) The PROJECT will have a favorable impact on the -economy of the Ctty; and (2) The PROJECT will efficiently use public transportation facilities; and (3) The PROJECT will favorably affect the need for people to find adequate- housing reasonably accessible to their places of employment; and (4) The PROJECT will.efficiently use necessary public facilities; and (5) The PROJECT will not negatively impact the environment and natural resources of the City; and (6) The PROJECT will not adversely affect living conditions in the neighborhood; and (7) The PROJECT will not adversely affect public safety; and (8) The public welfare will be served by the PROJECT; and Page 6 85- 598 (9) Any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami; and Pursuant to Section 1305 of Zoning Ordinance 11000, the specific site plan aspects of the PROJECT, i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of potentially adverse effects generally have been considered and will be further considered administratively during they process of issuing individual building permits and certificates of occupancy. [d2)<musps/95>brickell/bayfr/club/do Page 7 95" 598 mt wt5 i l U r Ct I Vr LU 1 J l c mw .i J, w r .a c, r Ana+ vv, , nvr.v� , • w .�.vv •._ SOUTHEASTERLY FEET OF LOT 30. BLOCK 2, °AMENDED PLAT OF POINT VIEW°,ACCORDING TO T14E PLAT THEREOF AS RECYRDED`IN PLAT BOOK 2 AT PAGE 93 OF THE PUBLIC RECORDS { OF DADE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN lO FOOT PRIVATE ALLEY BETWEEN LOTS 12, i3, 26, 27 AND BETWEEN THE WEST 10 FEET OF LOT it AN.0 THE WEST 10 FEET OF LOT 28, ALL IN BLOCK 2. ^ `� 'EXHIBIT C BRICKELL BAYMOM CLUB ---- _ PE(IJE_CT DATA S •.FT 1. Legal Description: The west 10 feet of lots 12 and 13, Lots 27 thru 30 inclusive, less the southeasterly 5 feet of Lot 30, block 2, "Amended Plat of Point Vier", according to the Plat thereof as recorded in Plat Book 2 at Page 93 of the Public Records of Dade County, Florida, together with that certain 10 foot private alley between Lots 12, 13, 269 27 and between -the west 10 feet of Lot 11 and the wit 10 feet of Lot 28, all in block 2. 2. Address: 185 S.E. 14th Terrace - lViianu, Florida ' 3. Zoning Classification: City of Miami Zoning Overlay SD-5 4. Lot Area Net Area: 55,082 sq. ft. Gross Area: 67,295 sq. ft. 5. Density: Units /Acre Allowed. 500 dwellings units per acre Units / Acre Provided' 193 dwelling units per acre 6. Allowable Area: Floor Are* Ratio(FAR): 4.25 allowed (without bonus) 4.3778 allowed (with commercial area bonus) Floor Area Ratio(FAR): 4.227 provided 7. Loading Berths: 4 loading berths 12 ft. x 3 5 ft. with clearance of 16 ft. 8. Height: No height limitations 302 feet 7inches provided 9. Building Footprint: 41,107 gross sq.ft. 10. . No. of Parking Spaces Required 299 spaces No. of Parking Spaces Provided 342 spaces51 95-- 598 BRICKELL BAYF ONT CLUB PROJECT DATA SHEET Handicapped Spaces Required 8 spaces Handicapped Spaces Provided 8 provided 11. Open Space; Required: 101094 sq. f Provided: 18,685 sq. ft. 12. Setbacks: Front 14th Terrace: 20 ft. required 20 ft. provided (Building) " Front 14th Terrace 6 f L required 0 ft. provided (variance) Porte Cochere East Side: 15 ft. required up to 17 ft. 3 in. provided 40 ft. in height. after 40 feet 17 ft. 3 in. required 17 ft. 3 in.provided West Side: 15 ft. required 17 ft. 3 in. provided Rear 14th Street: 20 ft. required 20 ft. provided North Interior Side: 15 ft. required 5 ft. provided (variance for parking structure only) Upper Level Setback 40 ft. required 21 ft. provided (variance) on Borth Interior Side for top 7 levels only of Residential Ttower East Interior Side: 15 ft. required 27 ft. 2 in. provided 5 95- 598 400 BRICKELL BAYFRONT CLUB MAJOR USE SPECIAL PERMIT UnIng Ordinance No.110000 1. Section 0A.1.1 Application forms; supple®entary.n aterials (a) ' Swa rnents of ownership and control of the proposed development of activity. The Disclosure of Ownership 'and Ownership Affidavit are'pr6vided in Article 1. (b) Statement- describing in detail the:ehamder and Intended use of the developnienf or' actavitys . -Briclmll Bayfrout Club is a rental apahment•developWat located.at 185.S.E. 14th Terrace, Wami, Florida. '.The development consists of.a-d4e parcel wIth.a net area of 55,082 square feet or'1.26 acres. The groom lot area is 67,295 square feet or.1;54 acres.' The property fronts S.E 14th Sti+eet on the north, S.E. 14th Terrace on the south, a one level parking garage on the east and the Forte Plaza parking garage on the west.. Brickcll Bayfront Club will have approximately. 297 rental units. The development will consist of one tower of 28 stories. including 5 Ievels of par". the residential towers will compliment the Brickell residential corridor. This type of development is Intended to also serve the business community in providing housing for short term visits -for the business traveler as an alternative to longer stays at a hotel. Maid service will be•made available upon request to service this type of resident. Among the amenities provided there will be a recreation deck with s during pool, a fitness center including an exercise room and locker and sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants.: There will also be a commercial area with a small grocery or convenience store for use of the -tenants and the public. Drawings showing the architectural character and location of the intended use are included under Tab 6 of the Supporting Documents. -I- 53 95- 598 The approxima& gross square footage allocation for the building is as follows: Residential units 2350013 Parking units 342 spaces Lobby 1,573 Business Center 1,440 Fitness Center S,065 Commercial Area 1,895 The•ground level -includes landscaped areas, entr nceJexits drives, Internal circulation ramps, covered. entry, mutt, four loading bays, lobby with mail room and security. The ground level Also indu&s utilities such as.FRL transformer vault, emergency generator, main ei*cal and telephone room, a domestic pump room and a main mechanical room. (c) General location map, showing relation of thnsite or activity -for which special permit is' sought to major streets, schools,• existing utilities,'slroppLrg areas, important physical feat min and adjoining the prgject or activity and the like. The following exhibits are included with the Major Use Special Permit Application: (1) location Map; Map of the surrounding sfreet-system indicating the�project location. (2) Area Context Map: Map of the. project area indicating buildings and their functions that surround the site. ' (3) Aerial: Aerial. photograph of the surrounding area indicating the project site. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient` size to show. One Site Plan, Sheet A-1 is provided with the Major Use special Permit Application under Tab 6 of the Supporting Documents. The site plan includes the following: (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines. The boundaries of the project and the location of existing streets and easements are shown on the Boundary Survey Iocated under Tab 5 of the Supporting Documents. -2- 7 (2) Exact location of all buildings and structures.- ` 4.. Trie exact location of all existing buildings located on the -property is shown on the Boundary Survey under Tab 5. The location of the buildings to be constructed are shown on the Site Plan, Sheet A-1 under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from petlestrjan .and other types oUtraffic. A detailed analysis Hof the site access and traffic flow for the development Is provided in the Traffic impact Analysis located under Tit 2 0 the Supporting Documents. Essentially, vehicular access for -tenants and Visitors will be from' 141h Terrace. A security gate will provide the control point to the parking garage. The service entrance will be from •14th .Street. The internal circulation ramps are located within the structcirr: away from.all setbacks and will provide an efficient and secure access for the tenants.' (4) Off street parking and. off street loading areas. Off street parinngwaill.be located on levels 2 through 6 plus loading/delivery parking on the east side of the residential structures. The project will contain four loading bays, with sizes and clearances in compliance with code. (5) Recreational facilities locations. Recreational facilities for the development are shown located on the 7th Floor Plan, Sheet A-6 under Tab 6 of the Supporting Documents. ^Amenities will include a recreation deck with swimming pool, a fitness center containing an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance to satisfy the business needs of the tenants. A commercial area with a small grocery or convenience center will be included for the use of the tenants and the public. (6) Screens and buffers. Landscaping and.buffer area are indicated on the Site Plan Sheet a-1, Landscape Plan, Sheet L-1 and L-2 under Tab.6 of the Supporting Documents. Tine irrigation plan for the proposed landscaping is found on Sheet I-1 under Tab 6. M Refuse collections areas. Waste collection will be provided by a containerized compactor system located within the structure in the service area . These facilities are shown on Ground/2nd Floor Garage Floor Plan, Sheet a-2 under Tab 6 of the Supporting Documents. -355 - 9-r�— 598 (S) Access tdutilitles and points of utilities hookups. Access and. connections to site utilities are discussed in the, Site Utility Study located under Tab 3. of the Supporting Documents (e) Tabulations of total gross acreage -in the project and the percentages thereof proposed to be devoted to (1) The various permitted uses. land:IJ� Parking- Garage and Residential Towrr Suilding'Footprint•.. 41;107 gross s.f. + 67,295 gross s.f. = 61 % (2) Ground coverage by structures. , .Ground coverage. by the structure is 61 % of the total gross lot area. (f) Tabulation showing (1) The derivation, of numbers of off street parking and off street loading spaces shown In (d) above. The minimum total number of Off street parking spaces required Is 299. The total number of spaces .provided is 342. The off street loading area shown on the Groundi2nd Floor Garage Floor Plan, Sheet A-2 under Tab 6 of the Supporting Documents, provides 4 loading berths on the north side of the building. All berths are 12 feet by'35 feet with a clearance of 16 feet exceeding required size. (2) Total project density in dwelling units per acre. The residential towers will consist of 297 apartment units. The residential project density per acre will be as follows: 297 residential dwelling units 1.54 net acres = 234 dwelling units per acre. " (g) If comnon facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage and sanitary sewerage plans. .Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the. Site Utility Study located under Tab.3 of the -Supporting Documents. (1) -Architedu rat definitions for buildings in the development; exact number of dwelling units, sizes and types, together with typical floor.plans of each type. The development will include residential use with 297 aparrmeats. ; The exact number of dwelling units, sizes and types, together with typical floor plans of each are included in the Project.Summary for Brickoell Bayfront Club'under BUILDING AREA :COMPUTATIONS. The Project Summary is included under Tab 6 of the Supporting ' Doouments. Typical floor plans for residential units are included in Sheets A-6 through A-10 under Tab 6 of the Supporting Documents. . G) Plans for signs', if any. A An identification signs will be located at the south side of the property at 14th Terrace, attached to the front facade of the building. The design will be compatible with the area and in compliance with the required regulations. Smaller directional signs will be located at the south entrance gate for owners and visitors, and at the north exit gate which doubles as an emergency and service entrance. (k) Landscaping plan, including types, saes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The Planting Plan, Sheets L-1 and L-2 under Tab 6 of the Supporting Documents, specify the plant types, sizes and locations. The Irrigation Plan is included in Sheet I-1 under Tab 6. 57 -5- - X.W, (1) Plans for recr ation facilities, if any, including location and general description of building for such use. Recreational facilities provided will include a recreation deck with swimming pool, a fitness center with an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance m satisfy the business needs of the.temnts. A commercial- area with a grocery and convenience center will also be included for the use of the . tenants and the public. (m): Such additional.data, maps, plans, or statements as may be required for the particular -use or activity invdved. The Drawings 'covering the roof and mechapical aspects of the building are included in Sheet A 11 and A-12 and -are submitted with this Application are located under Tab 6 of the ' Supporting Documents. .(n); Such additional data as the Applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations anti sections depicting the architectural character of the building are included in Sheets A-13 through A-18 and are located under Tab 6 of the Supporting Documents. A rendering showing the entire project is also included under Tab 6. 2. Section 1702.2.1 General Report A (1) Property ownership or ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit are provided in Article I. (2) The nature of the unified interest or control.' -The nature of unified interest or control is indicated in Article 1. (3) Survey of the proposed area showing property lines and ownership. A copy of the Boundary Survey is included under Tab 5 of the Supporting Documents. r -6- 1 �tlti�;h> (d) Map of existing features, including streets, alleys, easements, utilities' lines, existing land use , general topography and physical features. The existing site features and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities are also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area 6aracteristics. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents, (6) E fisting zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. -The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SW- Page 37 of the Zoning Atlas Map is located in Article 1, and indicates the eAsEng and. surrounding zoning. The comprehensive plan'future land use designation for the property is Office. The zoning and the comprehensive plan designation am consistent with one another. 3. Section 1702.2.2 Major Use Special Permit Concept Plan, a. Relationships of the concept plan to surrounding, ezisting and *proposed future uses, activities, systems, and facilities (transportation, recreation,view corridors, pedestrian systems, service systems and similar uses). Article 11 contains i written narrative of this project outlining proposed uses, activities and architechnal character. This narrative also contains descriptions of the projeces relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the, proposed materials, vertical profile and height, and orientation to streets isincluded in the -Drawings submitted with this Application. The list of Drawings submitted is found under Tab 6 of the Supporting Documents. b. Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the. 0-5 zoning for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. Two zoning variances are being contemplated for execution of this project. -7 - 5 r ti 4. Section 17021.3 Developmental Impact Study. a. A traffic analysis shall be submitted for an area within approximately 1/4 mile of the site, or an area including the major Intersections to be impacted by the slte, whichever is larger. The Traffic Impact Analysis is.included under Tab 2 of the Supporting Documents. b. Economic impact.data shall be provided, including estimates for construction costs, construction employment and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of .the City. ' The Economic impact Study is included under Tab .4 of the Supporting:Documents. c. A housing impact mot. The property will be residential with 297 apartment units. The rental price of the apartments will range from $900 to $1200 per month. d. A description of proposed energy -conservation measures shall be provided, including only those measures that are proposed in addition to the minimum its in State Energy Code. Architecturally, the building envelope will be comprised of insulated walls on roof. Tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and. photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. e. Historic Buildings There are no. existing historic structures located on the property. e. Environmental Zone The property is not located within an environmental preservation district. 00 g 95- 598 .7 tt 4 � "i re. gy , 1,v Fri, "N ji 1 kell ;lub 7­', A I tMAJOR USE P]AL PERMIT wi { �, ~" , �: a PREiPtAKED BY: .11I.-,GREEN13,E� ­-M, ukf*G.i� G, l VOFFMA Ig N T E L 01 F F 110!�i V, r� B 1kjtLL'O- A) ER 7r� A R,i f,U Ni R, FPj T_ c Q, PAN ri I "J PRIL I 7 '99! NE; 1Sig: R '62 ' wj: I S E-b 00 "T If f.75 '7� -A. DEVEILOPMVI, T7, 'A 1Brickell bayfront Club Briekell View Facing North IIII II �, I u;i III I: �11 �u_�` ••.. lllllllllllllliit �••'• � � �: 1!!Illliililili!i�l�i ` , �r}; IIIIIIIIillllll!i; .i! ,: t, llllilllllliillll:,F:� efR�h",7-i:. i 15 C t h, ubmilJod into the pu'l in co '•: a 1 0171 on t ._ Wafter Foen r� a I cinj a 9".- 598 . 4 rt a .Forte � Aw , t plaza /'�.. j Yf i ' ropose_.d •� �• �r . , ter°' f �r�' . �. ICI' ..� ,y �� ..• ��.yy �: s, .._� lf.. 'f �.� _ � •may � ' ,�� • ,A • '. fit? .i • A'. ", jo r Y` � ;y�'Y � • �, shy � * y i{7{.� . r�i " 'A� ti �' t .1 Y M •A jR'. �"Rf tl! r .. •yam jj'��.,'� ♦ � + arI k 'u al;.. t aa� � a.♦ f�.fL" 4L r ,J4�. ,P� �'"rw"i «y a...�.�i,� .�`:: Bricker �•" �'�' �- � .� �'` � �� � Tower 'g • , gk a 140' MUTUAL OF OMAHA -SUB, O TRACT A (84-57) 2 ERR. W CC si• 9- L-K SUBDIVISION o x 5 r TRACT 'q 4 755 Ia { (117-70)' ". 23 +n Y Ia a t5l.uj > 17 10 20 22 <t 16 UCP SUB• x 1I r. 15 12 w I 2 TR. 14 !3 c� (i21-93}• _! 4} O a o SE SE* 14 ST. 4 ST. 2a I 2T 2 to FORTE It 10 4 a T{ 5 zc 3 CD PLAZA Z.5 4 ... 4 Z4 5 0 TRACT "A" 23 f (96-21) 31 22 T o SE .. 2 1 { L1 T SC { a 0 '4 3 Z I 23 33, > 26 9" U { 22 a i 75 I{ 1f CC to ZI � ...., IT 12 J 1 11 I3 K Is I& IT 1{ '20 n .c Ic is i3 w i2 2 3 Is S 3 t4 LANE 11s eF<< 100' o EASTCKESD- r�A R, crBa 6qy. co us. .. BE.LLA TRACT A` SUB.' TRACT "A" (107-14) �.f PORTION OF SEC.39-54-41'�`` A POLLY LEWIS DONATION `- L.0C1Tf MAP SCALE: I "= 30d r d co Ubmitted into the public recor n nw' connecti h,.--- item %1� _ or1 -- 5 98 ir'•1 a ter. -aelman City Cleric TABLE OF CONTENTS e> TABLE OF CONTENTS I. Project Information A. Application for a Major Use Special Permit B. Application for a Variance C. Disclosure of Ownership D. Ownership Affidavit E. Directory of Project Principals F. Project Data Sheet G. Zoning Atlas Page II. Project Description A. Zoning Ordinance No. 11000 1. Section 1304.2.1 2. Section 1702.2.1 3. Section 1702.2.2 4. Section 1702.2.3 III. Supporting Documents Applications Forms; Supplementary Materials General Report Major Use Special Permit Concept Plan Development Impact Study Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Survey of Property Tab 6 Drawings Submitted ,ibmitted ii1tO the publiic 6{�;C'Ord �1- �Oi1i1�. ;N'�)�1C/ Yi J7J1 ,�� Vrl :ily Clerk r 1. PROJECT INFORMATION . <t BRICKELL BAYFRONT CLUB MAJOR USE SPECIAL PERMIT PROTECT INFORMATION ARTICLE I. Project Information A. Application for a Major Use Special Permit B. Application for a Variance C. Disclosure of Ownership D. Ownership Affidavit E. Directory of Project Principals F. Project Data Sheet G. Zoning Atlas Page Submitted into tho public recur �n connectio � h� Item on Waiter oernan 9 5 d City Clerk APPLICATION FOR A MAJOR USE SPECIAL PERMIT File Number MU- - It is intended that major use special permits be required where specified uses and/or occupancies involve matters deemed to be of citywide or area -wide importance. The City Commission shall be solely responsible for determinations on applica- tions for major use special permits. (See Article 17) The City Commission shall refer all applications for major use special permits to the Planning Advisory Board and to the Director of the Department of Planning, Building and Zoning for recommendations, and may make referrals to agencies, bodies, or officers, either through the Department of Planning, Building and Zoning or directly for review, analysis, and/or technical findings and determinations and reports thereon. (Section 1301.5.) I, Lucia A. Dougherty , hereby apply to the Director of Planning, Building and Zoning of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Address of Property: 165 S.E. 14th Terrace, Miami, Florida Nature of Proposed Use (Be specific): Approval for a 297 unit residential building j Preliminary Application f I attach the following in support or explanation of the Preliminary Applica- tion: 1. Two copies of a survey of the property prepared by a State of Florida Reoistered Land Surveyor. 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach Forms 4-83 and 4a-83 to application. 3. Certified list of owners of real estate within a 375-foot radius from the outside boundaries of property covered by this application (attach ,..,J Form 6-83 to application). 4. Maps of: (a) existing zoning and (b) adopted comprehensive plan designa- tions for areas on and around the property covered by this application. s$� 5. General location map, showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. 6. Concept Plan �. (a) Site plan and relevant information. Section 1304.2.1 (d through h). (b) Relationships to surrounding existing and proposed future uses, and activities, systems and facilities (Section 1702.3.2a). "I (c) How concept affects existing zoning and adopted comprehensive plan �d principles and designations; tabulation of any required variances, special permits, change of zoning or exemptions (Section 1702.3.2b). 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substituGbbnlittPd into tl () QUE7tIC re✓co, 9 corinec i n ith itern on Page I of 2 >, Waltear Foernan city dell, 95- 598 J APPLICATION FOR A MAJOR USE SPECIAL PERMIT (Continued) 8. Other (Be specific): see attached supplemental docurrent 9. Fee of $ 14,292,07 , based on Ordinance 10396. Additional fees for any required special permits, changes of zoning, or variances shall be in accord with zoning fees as listed in Section 62-61 of the City Code and Ordinance 10396. Fee tabulation: Building(s): Other (Specify): Total: $ 14,292.07 Final Application I attach the following additional information in support or explanation of the final application: Signature VQ00i!-,� Adthorized Agent Lucia A. Dougherty Name: Address: City, State, Zip: Phone: This application is [ ] approved [ ] denied in accord with City Commission Resolution Number: Other: Sergio Rodriguez, Director Planning, Building and Zoning Department Date: Submitto.d into the public recor�tn I �onneol 'on yvitb item r or]4445 Walter Foe man Page 2 of 2 City Clerk 95- 300 PETITION FOR VARIANCE File Number _ A variance is relaxation of the terms of the ordinance where such action will not be contrary to the public interest and where, owing to conditions peculiar to the property and not the result of actions of the applicant, a literal enforcement of this ordinance would result in unnecessary and undue hardship on the property. As used in this ordinance, a variance is authorized only for height, area, size of structure, dimensions of yards and other open spaces and off-street parking or loading requirements. (Section 1901) I, Lucia A. Dougherty , hereby petition the City of Miami Zoning Board for a variance from the terms of the "Zoning Ordinances of the City of Miami," affecting property located at 185 S.E. 14th Terrace , Miami, as specified below. In support of this application, the following material is submitted: x 1. Two copies of a survey of the property prepared by a State of Florida Registered Land Surveyor. x 2. Four copies of: the site plan showing (as required) property boundaries, existing (if any) and proposed structure(s), parking, landscaping etc.; building elevations and dimensions and compu- tations of lot area and building spacing. x 3. Affidavits disclosing ownership of property covered by application ' and disclosure of interest form (attach to application). x 4. Certified list of owners of real estate within a 375-foot radius of the outside boundaries of property covered by the application. _. 5. At least two photographs that show the entire property (land and improvements). x 6. Other (Specify) MUSP Application x 7. Fee of $ D Jo $.-ib to apply toward the cost of processing, based on the fod�w g. CS, PR, R-1, R-2, (single-family and duplex residential uses) . . . . . . . . . . . $ 200.00 Piers, docks, wharves and the like, for each variance from the ordinance, per lineal foot . . . . . . . . . . $ 30.00 Minimum . . . . . . . . . . . . . . . . . . . . . . $ 600.00 All other applications for each variance from the ordinance, per square foot of J gross floor area of new building(s) or J additions, based upon the definition of floor area (section 1901) . . . . . . . . . . . $ 0.07 Minimum . . . . . . . . . . . . . . . . . . . . . . $ 550.00 Submitted into the PUbiic° recor '� n COillif fii; p�a item % II C,11 — .M� Waste aman 9 8 Walter Fc:. City Clerk Application for variance as a result of a change in approved plans or as a result of a violation notice shall be charged an additional fee, per variance: CS, PR, R-1, R-2 . . . . . . . . . . . . . . . $ 200.00 All other residential districts . . . . . . . . . $ 350.00 All nonresidential districts . . . . . . . . . . . $ 450.00 Extension of time for variance . . . . . . . . . . $ 400.00 Surcharge equal to applicable fee from items above, not to exceed six hundred and fifty dollars ($650), except from agencies of the city; such surcharge to be refunded to the applicant if there is no appeal from a property owner within three hundred and seventy-five (375) feet of the subject property. (City Code - Section 62-61) x 8. The variance requested is for relief from the provisions of section 605.8 of the City of Miami Zoning Ordinance as follows: We are requesting a setback variance for the front of the building (S.E. 14th Terr.). The zoning ordinance requires a 20 foot setback and a 0 foot setback is being proposed. We are also requesting an upper level setback variance for levels 5 and 6 of the parking garage on the east side of the property. The Zoning Ordinance requires 17,3" feet and 15' feet are being proposed. x 9. In support of the application, the applicant is prepared to offer the following evidence, on the point enumerated at Subsection 1903.1 of the City of Miami Zoning Ordinance. Note: This application cannot be accepted for Zoning Board action unless all of the following six items are completed. x (a) Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district in that: (list evidence to be produced and use additional sheets, if necessary.) The variances are necessary due to the unusual shape of the property (its narrowness and configuration) and the limitation of the SD-5 district which prohibits the parking garage to exceed 35% of the height of the principal building. SuofniUked into the {3u bH(,; recor ��n� �conr�ec -)> Re ��.�-- on"? Walter Foernan City Cleric 95- 598 I c.. x (b) The special conditions and circumstances do not result from the actions of the petitioner in that: The applicant has no control over the narrowness and unusual configuration of the lot nor the requirements restricting the height of the garage. x (c) Literal interpretation of the provisions of the zoning ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of the zoning ordinance and would work unnecessary and undue hardships on the petitioner in that: Literal interpretation of the zoning ordinance would prohibit the applicant from constructing what is per- mitted by the zoning ordinance in the SD-5 district. x (d) Granting the variance requested will not confer on the petitioner any special privilege that is denied by the Zoning Ordinance to other lands, buildings, or structures in the same zoning district in that: The applicant is asking for the minimum variance which will enable it to construct a building as permitted by the zoning ordinance. x (e) The variance, if granted, is the minimum variance that will make possible the reasonable use of the land, building, or structure in that: What is being requested is the minimum variance. �y'flt;titt d into tile,i3�thiic ��c,ti r �itl r2.t,ord ii�n� �cc�nn� .s w� °n i'terrt tivcrttc:r "roman City Clark �5- 598 x (f) The grant of the variance would be in harmony with the general intent and purpose of the Zoning Ordinance, and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. The property is surrounded by adjacent highrises and parking garages. Note: All documents, reports, studies, exhibits, or other written or graphic material to be submitted to the Zoning Board shall be submitted with this application. Signature Owner`or Aurized Agent Name Lucia A. Dougherty, Esar. Greenberg, Traurig, Hoffman, Lipoff, Rosen & Quentel, P.A. Address 1221 Brickell Avenue Miami, Florida 33130 STATE OF FLORIDA ) SS: COUNTY OF DADE ) Lucia A. Dougherty , being duly sworn, deposes and says that he is the (Authorized Agent of Owner) of the real property described in answer to question #1, above; that he has read the foregoing answers and that the same are true and complete; and (if acting as agent for owner) that he has the authority to execute this petition on behalf of the owner. X (Name) Lucia A. Dougherty, Esg. SWORN TO AND SUBSCgIBED before me this ��~( day of 19915. My Commission Expires: Personally known, oath taken it.tbt'i"I ttei d into the publia ee✓car It cas:nec t ' ih( its t t 1.� L'! Is. R-A.i tA,� n Notary Public, State of Florida at Large ADRIENNE -NUFRIFSI'ER PARDO NOTARY PUBLIC STATE OF FLORIDA CUMN'ISSIO•' ;"O C 4?F�7L3 598 MY COMMISSION EXP. DEC.21,1,8 DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: See attached Exhibit "A." 185 S.E. 14th Terrace 2. Owner(s) of subject real property and percentage of ownership. Note: City of Miami Ordinance No. 9419 requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question #2 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. See attached Exhibit "B." 3. Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 375 feet of the subject real property. Terremark Brickell Ltd. owns the southerly 1/2 of the portion of that certain 10, foot private alley which lies adjacent to the north line of Lots 28 less the west 10' feet adjacent to Lot 29 and Lot 30 less the southeasterly 5 feet, all in Block 2 of AMENDED PLAT OF POINT VIEWVacc ding to the Plat thereof recorded in Plat Book 2 at Page 93 of the P. D. . OWNER OR`71TTORNEY FOR OWNER Lucia A. Dougherty, Esq. STATE OF FLORIDA ) SS: COUNTY OF DADE ) _Lucia A Dougherty Escr. , being duly sworn, deposes and says that she is the (Owner) (Attorney for Owner) of the real property described in answer to question #1, above; that he has read the foregoing answers and that the same are true and complete; and (if agting as attorney for owner) that he has authority to execute the Disclosure `f nership form on behalf of the owner. ` (SEAL) (Name) ' Lucia A. Dougherty, Esq. SWORN TO AND SUBSCRIBED before me t is -"I day of 199�. Personally known, oath taken J Large 'OFFICIAL ROTART=A Y I ADRIENNE FRIESNER PARDO m t NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO CC428765 MYCOMMISSION AP. DEC.21,1998 Notary Publi , State of Florida at MY COMMISSION EXPIRES: C-a, tiit2ti into the rtI!ifiC conf) On 4er- fi Wf,�Waioe man City Cleric 95- 558 7 i I OWNER'S LIST Owner's Name Terremark Brickell Ltd., a Florida Limited Partnership Mailing Address 2601 S. Bayshore Drive, Miami, Florida 33133 Telephone Number 856-3200 Legal Description: See attached Exhibit "A." Owner's Name Mailing Address _ Telephone Number Legal Description: Owner's Name Mailing Address _ Telephone Number Legal Description: Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 375 feet of the subject site is listed as follows: Street Address Legal Description Terremark Brickell Ltd. owns The Southerly 1/2 of the portion of thgt certain 10'foot private alley which lies adjacent to the North line of Lots 28 less the West 10' feet adjacent to Lot 29 ancl 175-t 30 less the Southeasterly 5 feet, all in Block 2 of AMENDED PLAT OF POINT VIEW according to the Plat thereof recorded in P at Book 2, .``. Street Address Legal Description Page 93 of the Public Records of Dade County, Florida Street Address Legal Description Eivf3i �1JJ 0if 9 5 -y VV'Etne Foeman �7 Ciiy Clerk AFFIDAVIT STATE OF FLORIDA ) SS: COUNTY OF DADE ) Before me, the undersigned authority, this day personally appeared Lucia A. Dougherty, Egg._, who being by me first duly sworn, upon oath, deposes and says: 1. That he is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required by Ordinance 11000 of the Code of the City of Miami, Florida, affecting the real property located in the City of Miami, as described and listed on the pages attached to this affidavit and made a part thereof. 2. That all owners which he represents, if any, have given their full and complete permission for him to act in their behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, phone numbers and legal descriptions for the real property of which he is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct. Further Affiant sayeth not. (SEAL) ) (Name) Lucia A. Dougherty, Esq. Sworn to and Subscribed before me _ this I day of 19.�5 i <c.�tti OFFICIAL NOTARY SEAL ADRIENNE FRIESNER PARDO I Notary Public, State —of Florida at Large NOTARY PUBLIC: STATE. (')F FLOP My Commission Expires : , into the Public CUMMIS5ION �O CC42F';(- Personally known, oatMYCOMMISSIO:\' EXP. !)Fc(— ' city cleric ,8 , LEGAL DESCRIPTION: THE WEST 10 FEET OF LOTS 12 AND 13, LOTS 27 THRU 30, INCLUSIVE, LESS THE SOUTHEASTERLY 5 FEET OF LOT 30, BLOCK 2, 'AMENDED PLAT OF POINT VIEW",ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2 AT PAGE 93 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN 10 FOOT PRIVATE ALLEY BETWEEN LOTS 12, 13, 26, 27 AND BETWEEN THE WEST 10 FEET OF LOT 11 AND THE WEST 10 FEET OF LOT 28, ALL IN BLOCK 2. i s Exhibit "A" t ts� f`tt Pub.Iic; `- rec;c;«s' in r.u-jr�ticon 9 598 VVJafler Fug man EXHIBIT "B" Owner: Terremark Brickell Ltd., a Florida limited partnership is the owner of the subject property. General Partner: Terremark Brickell, Inc., a Florida corporation Shareholder: Manuel D. Medina - 100% Limited Partner: Terremark Investment Services, Inc., a Florida corporation Shareholders: Manuel D. Medina - 68% Guepard Investments, Ltd. - 15% Shareholder: Mario Morandini - 100% The mailing address for the above individuals and entities is c/o Adorno and 2eder, 2601 South Bayshore Drive, Suite 2600, Miami, Florida 33133 CMs"""Na /091.1 %01/3105 Svtamitted into the public 9 — 598 record i ycc�r�n�- n ti tth �rrl C1r; It VIVaiter Foonian Cify Cleric BRICKELL BAYFRONT CLUB PROTECT DATA SHEET 1. Legal Description: The west 10 feet of lots 12 and 13, Lots 27 thru 30 inclusive, less the southeasterly 5 feet of Lot 30, block 2, "Amended Plat of Point View", according to the Plat thereof as recorded in Plat Book 2 at Page 93 of the Public Records of Dade County, Florida, together with that certain 10 foot private alley between Lots 12, 13, 26, 27 and between the west 10 feet of Lot 11 and the west 10 feet of Lot 28, all in block 2. 2. Address: 3. Zoning Classification: 4. Lot Area Net Area: Gross Area: 5. Density: Units /Acre Allowed Units / Acre Provided 6. Allowable Area: Floor Area Ratio(FAR): Floor Area Ratio(FAR): 7. Loading Berths: 8. Height: 9. Building Footprint: 10. No. of Parking Spaces Required No. of Parking Spaces Provided 185 S.E. 14th Terrace Miami, Florida City of Miami Zoning Overlay SD-5 55,082 sq. ft. 67,295 sq. ft. 500 dwellings units per acre 193 dwelling units per acre 4.25 allowed (without bonus) 4.3778 allowed (with commercial area bonus) 4,227 provided 4 loading berths 12 ft. x 3 5 ft. with clearance of 16 ft. No height limitations 302 feet 7inches provided 41,107 gross sq.ft. 299 spaces 342 spaces 8`t:b^,ittod into thcE PLIbIic r;;cord in cur:nec.,t'r6g itern a-,o,n � 9 5- 598 Walier FC n ut1 City Cierk ,-- BRICKELL BAYFRONT CLUB PRO CT DATA -SA Handicapped Spaces Required Handicapped Spaces Provided 11. Open Space: Required: Provided: 12. Setbacks: Front 14th Terrace: (Building) Front 14th Terrace Porte Cochere East Side: West Side: Rear 14th Street: North Interior Side: Upper Level Setback on North Interior Side for top 7 levels only of Residential Ttower East Interior Side: 8 spaces 8 provided 10,094 sq. ft. 18,685 sq. ft. 20 ft. required 6 ft. required 20 ft. provided 0 ft. provided (variance) 15 ft. required up to 17 ft. 3 in. provided 40 ft. in height. after 40 feet 17 ft. 3 in. required 17 ft. 3 in.provided 15 ft. required 17 ft. 3 in, provided 20 ft. required 20 ft. provided 15 ft. required 5 ft. provided (variance for parking structure only) 40 ft. required 21 ft. provided (variance) 15 ft. required 27 ft. 2 in. provided Gubt-14 -ted into tho public record s,cnr�oc ; r quit _ 5 item A� on �. VVotter rCc,r►1ar1 01ty Cierk ce, Ice I'( IN 77= 14 7Y' a, d Into -f U c reclo rcJt n Et rl, 0 0 Cin. ""!ark IL PROJECT DESCRIPTION "MOW "Bog womw VWAW Ww" womw wow 'MMW kwjw BRICKELL BAYFRONT CLUB MAJOR USE SPECIAL PERMIT PROJECT DESCRIPTION � ARTICLE H. Project Description A. Zoning Ordinance No. 11000 1. Section 1304.2.1 2. Section 1702.2.1 3. Section 1702.2.2 i 4. Section 1702.2.3 Application forms; supplementary materials General Report Major Use Special Permit Concept Plan Development Impact Study Submitted into the public record I� �conne it /jv4�it'll VL'afflu:iFocrnan 1 �q Zoning Ordinance No. 110000 BRICKELL BAYFRONT CLUB MAJOR USE SPECIAL PERMIT 1. Section 1304.1.1 Application forms; supplementary materials (a) Statements of ownership and control of the proposed development of activity. The Disclosure of Ownership and Ownership Affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development or activity. Brickell Bayfront Club is a rental apartment development located at 185 S.E. 14th Terrace, Miami, Florida. The development consists of a single parcel with a net area of 55,092 square feet or 1.26 acres. The gross lot area is 67,295 square feet or 1.54 acres. The property fronts S.E 14th Street on the north, S.E. 14th Terrace on the south, a one level parking garage on the east and the Forte Plaza parking garage on the west. Brickell Bayfront Club will have approximately 297 rental units. The development will consist of one tower of 28 stories including 5 levels of parking. The residential towers will compliment the Brickell residential corridor. This type of development is intended to also serve the business community in providing housing for short term visits for the business traveler as an alternative to longer stays at a hotel. Maid service will be made available upon request to service this type of resident. Among the amenities provided there will be a recreation deck with swimming pool, a fitness center including an exercise room and locker and sanitary facilities. The project will include a business center with a rental office to house clerical staff to serve the business needs of the tenants. There will also be a commercial area with a small grocery or convenience store for use of the tenants and the public. Drawings showing the architectural character and location of the intended use are included under Tab 6 of the Supporting Documents. -1- Submitted into the public recor n onnect� itern , an . � 9 5- 598 ,r r-oc1Yi'eln Gi1y t;4�r!* The approximate gross square footage allocation for the building is as follows: Residential units 235,013 Parking units 342 spaces Lobby 1,573 ¢ Business Center 1,440 Fitness Center 3,065 Commercial Area 1,895 The ground level includes landscaped areas, entrance/exits drives, internal circulation ramps, covered entry court, four loading bays, lobby with mail room and security. The ground level also includes utilities such as FPL transformer vault, emergency generator,,main electrical and �.� telephone room, a domestic pump room and a main mechanical room. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project or activity and the like. The following exhibits are included with the Major Use Special Permit Application: (1) Location Map: Map of the surrounding street system indicating the project location. 1 J (2) Area Context Map: Map of the project area indicating buildings and their functions that surround the site. (3) Aerial: Aerial photograph of the surrounding area indicating the project site. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show. One Site Plan, Sheet A-1 is provided with the Major Use special Permit Application under Tab 6 i of the Supporting Documents. The site plan includes the following: � (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines. The boundaries of the project and the location of existing streets and easements are shown on the Boundary Survey located under Tab 5 of the Supporting Documents. f - 'ubmitted into the public recoro connect, t v ith item on 9 598 Walter I-oeman City Cleric (2) Exact location of all buildings and structures. The exact location of all existing buildings located on the property is shown on the Boundary Survey under Tab 5. The location of the buildings to be constructed are shown on the Site Plan, Sheet A-1 under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian J and other types of traffic. A detailed analysis of the site access and traffic flow for the development is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. Essentially, vehicular access for tenants and visitors will be from 14th Terrace. A security Jgate will provide the control point to the parking garage. The service entrance will be from 14th Street. The internal circulation ramps are located within the structure away I from all setbacks and will provide an efficient and secure access for the tenants. (4) Off street parking and off street loading areas. Off street parking will be located on levels 2 through 6 plus loading/delivery parking on the east side of the residential structures. The project will contain four loading bays, with sizes and clearances in compliance with code. i (5) Recreational facilities locations. ' Recreational facilities for the development are shown located on the 7th Floor Plan, Sheet 1 A-6 under Tab 6 of the Supporting Documents. Amenities will include a recreation deck with swimming pool, a fitness center containing an exercise room, lockers and sanitary facilities. It will also include a business center which will offer clerical assistance to J satisfy the business needs of die tenants. A commercial area with a small grocery or convenience center will be included for the use of the tenants and the public. _J (6) Screens and buffers. Landscaping and buffer areas are indicated on the Site Plan Sheet a-1, Landscape Plan, Sheet L-1 and L-2 under Tab 6 of the Supporting Documents. The irrigation plan for the proposed landscaping is found on Sheet I-1 under Tab 6. (7) Refuse collections areas. Waste collection will be provided by a containerized compactor system located within the structure in the service area . These facilities are shown on Ground/2nd Floor Garage - Floor Plan, Sheet a-2 under Tab 6 of the Supporting Documents. I I, J -3- Submitted !No the public re;or W),-,,,, Fpoernan itemon Walter °. City Clerk 95- 598 (8) Access to utilities and points of utilities hookups. Access and connections to site utilities are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to (1) The various permitted uses. Land nd Jse Parking Garage and Residential Tower Building Footprint: 41,107 gross s.f. _ 67,295 gross s.f. = 61 % (2) Ground coverage by structures. Ground coverage by the structure is 61 % of the total gross lot area. (f) Tabulation showing (1) The derivation of numbers of off street parking and off street loading spaces shown in (d) above. The minimum total number of Off street parking spaces required is 299. The total number of spaces provided is 342. The off street loading area shown on the Ground/2nd Floor Garage Floor Plan, Sheet A-2 under Tab 6 of the Supporting Documents, provides 4 loading berths on the north side of the building. All berths are 12 feet by 35 feet with a clearance of 16 feet exceeding required size. (2) Total project density in dwelling units per acre. The residential towers will consist of 297 apartment units. The residential project density per acre will be as follows: 297 residential dwelling units :- 1.54 net acres = 234 dwelling units per acre. - 4 Submitted into record t ca;�r:c-Jr, ��;r �. item t'� 'I I&4 Alatter -eernan City Cleric 95- 598 J (g) If common facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage and sanitary sewerage plans. I Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. I (1) Architectural definitions for buildings in the development; exact number of dwelling units, -� sizes and types, together with typical floor plans of each type. The development will include residential use with 297 apartments. The exact number of dwelling units, sizes and types, together with typical floor plans of each type are included in the Project Summary for Brickell Bayfront Club under BUILDING AREA COMPUTATIONS. The Project Summary is included under Tab 6 of the Supporting i Documents. Typical floor plans for residential units are included in Sheets A-6 through A-10 under Tab 6 of j the Supporting Documents. (j) Plans for signs, if any. An identification sig ns will be located at the south side of the property at 14th Terrace, attached ! to the front facade of the building. The design will be compatible with the area and in compliance with the required regulations. Smaller directional signs will be located at the south entrance gate for owners and visitors, and at the north exit gate which doubles as an emergency r and service entrance. .,._.1 (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The Planting Plan, Sheets L-1 and L-2 under Tab 6 of the Supporting Documents, specify the -� plant types, sizes and locations. The Irrigation Plan is included in Sheet I-1 under Tab 6. I -53ubMitteti info tt�c� p��tiiiC record flt��rOrrn s�arrz )i on Walter=oLrrt�n City Cleric (1) Plans for recreation facilities, if any, including location and general description of building for such use. Recreational facilities provided will include a recreation deck with swimming pool, a fitness center with an exercise room, lockers and sanitary facilities. It will also include a business �? center which will offer clerical assistance to satisfy the business needs of the tenants. A commercial area with a grocery and convenience center will also be included for the use of the tenants and the public. i (m) Such additional data, maps, plans, or statements as may be required for the particular use -� or activity involved. The Drawings covering the roof and mechanical aspects of the building are included in Sheet -� A-11 and A-12 and are submitted with this Application are located under Tab 6 of the Supporting Documents. (n) Such additional data as the Applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations and sections depicting the architectural character of the building are included in Sheets A-13 through A-18 and are located under Tab 6 of the Supporting Documents. A rendering showing the entire project is also included under Tab 6. 2. Section 1702.2.1 General Report i (1) Property ownership or ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for j Major Use Special Permit are provided in Article I. i j (2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article I. _J (3) Survey of the proposed area showing property lines and ownership. i A copy of the Boundary Survey is included under Tab 5 of the Supporting Documents. .J -6- Submitted, in,o tiie puilic i crrrecord �c`:oilec i i `� g J (4) Map of existing features, including streets, alleys, easements, utilities' lines, existing land use , general topography and physical features. The existing site features and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities are also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents. (6) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SD-5. Page 37 of the Zoning Atlas Map is located in Article I, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Office. The zoning and the comprehensive plan designation are consistent with one another. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. a. Relationships of the concept plan to surrounding, existing and proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian systems, service systems and similar uses). Article II contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is included in the Drawings submitted with this Application. The list of Drawings submitted is found under Tab 6 of the Supporting Documents. b. Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD-5 zoning for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. Two zoning variances are being contemplated for execution of this project. -7-St1'13mi(1;:>+.i ilhri) t?,,a pIp lic rGICor itern _ I 1r� aIe�r- a�-'� 4�iv.al f-t7(rman i.' t:;fiy/ CIerlt 9 5 - 159Q Y�Y 4. Section 1702.2.3 Developmental Impact Study. a. A traffic analysis shall be submitted for an area within approximately 1/4 mile of the site, or an area including the major intersections to be impacted by the site, whichever is larger. The Traffic Impact Analysis is included under Tab 2 of the Supporting Documents. b. Economic impact data shall be provided, including estimates for construction casts, construction employment and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing — supply of the City. The Economic Impact Study is included under Tab 4 of the Supporting Documents. c. A housing impact assessment. The property will be residential with 297 apartment units. The rental price of the apartments will range from $900 to $1200 per month. d. A description of proposed energy conservation measures shall be provided, including only those measures that are proposed in addition to the minimum requirements in State Energy Code. Architecturally, the building envelope will be comprised of insulated walls on roof. Tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. e. Historic Buildings There are no existing historic structures located on the property. e. Environmental Zone The property is not located within an environmental preservation district. - 8�1Jbmil+ed into tlj,� ptII)lic recor ite, ;, 5 V`V"1W1:-oaann v C:1^y Clerk III, ke 2w � c ME' ' w \ BRICKELL BAYFRONT CLUB MAJOR USE SPECIAL PERMIT SUPPORTING DOCUMENTS ARTICLE 111. Supporting Documents Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Survey of Property Tab 6 Drawings Submitted .j rO Cori-, 00fran Ci,�Y Clerk 95- 598 TAB 1 BRICKE LL BAYFRONT CLUB MINORITY CONSTRUCTION EMPLOYMENT PLAN April, 196ibmitted linto iha public recur gr i, u o o n 1 4 1 t e."n Gily, cled< ckell B Club EQUAL OPPORTUNITY STATEMENT r=q 11 CORPORATE STATEMENT: Terremark is committed to ensure that our organization, and the organizations with which we contract, reflect the cultural and ethnic diversity of the areas within which we operate. To this end, we warrant to administer ourselves in such a manner as to guarantee equal and fair employment practices. We shall not discriminate with regard to race, color, religion, sex, age or national origin. POLICY: i Recruitment, selection, placement and layoff decisions will be based solely on a candidates a or contractors job related qualifications and abilities, consistent with job requirements. All employees, job applicants and / or contractors are guaranteed equal employment opportunity without regard for race, color, religion, sex, age or national origin. Personnel policies and practices including compensation, benefits, safety and health programs will be so governed. Furthermore, all necessary steps will be taken to ensure that each employees work environment, regardless of corporate origin, is free from unlawful discrimination or harassment of any kind related to race, color, religion, sex, age or national origin. i Submitted into the pLiblic recort LiconrIec"o, in wiitemon kArauei merman City Clerk l v= s. rNru rnrrn n. in cocaar crvir, n. »ij i myja: rxr!u! J:wlrAC rriy w atin ArcNectue (} B&A Enr,lannir p Inler'orAtch t e5we Landscape Nch;loclue Bermello, Ajamil R Partners, Inc. 2601 South Bayshore Drive, 10th Floor, Miami, Flotida 33133 Tel. (305) 859.2050 Fax: (305) 859.9638 August 1, 1994 MEMORANDUM TO: All Employees vi FROM: Willy A. Bermello RE: AFFIRMATIVE ACTION PLAN EQUAL EMPLOYMENT OPPORTUNITY POLICY STATEMENT: It is the policy of BERMELLO, AJAMIL & PARTNERS, INC. to base employment on merit, qualifications and competency and that its personnel practices will not be influenced by an applicant's or employee's race, color, place of birth, religion, national origin, sex, age, marital status, veteran or handicapped status. One of the management duties of all principals at BERMELLO, AJAMIL & PARTNERS, INC. is to ensure that the following personnel practices are being satisfied: 1. Take every necessary affirmative action to attract and retain qualified employees ' 2. Maintain equitable principles in the recruitment, hiring, training, compensation and promotion of employees. 3. Monitor and review personnel practices to guarantee that equal opportunities are being provided to all employees. i ' BERMELLO, AJAMIL & PARTNERS, INC. is committed to take affirmative action and Jaggressively pursue activities that will serve to enhance our total participation, in good faith, and enable qualified employees and applicants the opportunities available throughout this j organization. j Clearly, the above actions cannot be accomplished as a secondary duty for any individual despite the full support of management. And so, to scrutinize our efforts, BERMELLO, AJAMIL & PARTNERS, INC. has assigned Mr. Nelson C. Martinez, Sr. Associate for the Firm in charge of Personnel, as the Affirmative Action Director to monitor all activities of this program. Willy A. Bermollo AIA AICP Arch: AAC1O0412 , Luis Ajamil, PE Submltted into the publicEnO: EBOOOC304 Nelson C. Martinez AIA Agustin J. Barrora recor'n( co?"'nerojon V''! h Bonnard N. tz, AIA Bonnie S, Muxouxo, ASID iteill Affirmative Action Plan Page Two Bermello, Ajamil & Partners' Affirmative Action Plan, as approved by Metropolitan Dade County, and established by the principals of the firm, is revised as the minimum effort that the firm will expend in promoting the use of disadvantaged and minority business in this community, and providing economic opportunities. The firm is and will continue to exceed the plan goals and objectives. �The Affirmative Action Plan is based on the principals' belief that our Dade County community } can only improve if the lifestyles of every single disadvantaged group in the community is advanced. A commitment exists from our firm that as it grows and matures, special emphasis will be sought to find and provide opportunities for professional, managerial and partnership opportunities for especially Black minorities. In addition, the partners of the firm "practice what they preach" by participating in community activities which are designed to promote the above stated objectives. i Mr. Bermello has recently been Chainnan of the Florida Commission on Human Relations, State ` of Florida, where in 1992 he received the Civil Rights Leadership Award for his participation J in the Florida Civil Rights Act, while Mr. Ajamil has been elected to Black. Economic Development Team Miami of the Beacon Council. The firm continues to support functions such j as recently the Miami Negro College Fund. One of the most important things that the firm has been doing is actively seeking Black professionals in the fields of expertise that the firm is practicing. The firm has made positive a strides in this endeavor. Willy A. Bermello, AIA, AICP President Submitted into tlio public recor n corjnen; n ,yyr -, item ` on iValter Foeman City Clerk 9 5 - 598 TAB 2 BRICKELL BAYFRONT CLUB TRAFFIC IMPACT ANALYSIS Prepared for Terremark, Brickell, Ltd. by BERMELLO, AJAMIL & PARTNERS, INC. 2601 South Bayshore Drive Suite 1000 SL-11Nw�7 i ttc7 [ti{' public IM Miami, Florida 33133 rotor''rr q;fartt'�ct o 305 859-2050 i{eo11 �-� c}n � � 1,�t��ltt� Fo mars April,1995 city Clerk 95-� J TABLE OF CONTENTS SECTION PAGE LIST OF TABLES . .......................................... LIST OF FIGURES .......................................... iv 1. Introduction ...................................... ..... 1 2. Purpose of the Study . .................................. 1 3 Study Area ........................................... 1 4. Existing Traffic Conditions .............................. 3 .`� a. Existing Roadway Network ........................ 3 b. Existing Signal Timing Plan ....................... 3 C. Existing Traffic Counts ........................... 3 1 d. Mass Transit .................................. . 6 e. Existing Level of Service .......................... 6 5. Trip Generation ....................................... 6 6. Trip Distribution .... ............................ .... 10 i. Programmed Developments.............................. . 13 8. Future Traffic Conditions ................................ 13 9. Conclusions .................................. ........ 13 SiibrilitlGCi !i', o t r, public .� t8(ri rdyJOri� 13 Wit Waiter Foeman 1 City Clerk i 9r_ Appendix A Intersection Level of Service Analysis Appendix B Arterial Level of Service Analysis Appendix C Mode Split Calculations ii Submitted into the Public record 'n toe nn Item on V —'Or Foerr,an City clerk 95- �:��� TABLE DESCRIPTION PAQE Table 1 Existing Lane Configurations ................... 5 Table 2 Brickell Bay Front Club Trip Generation ........... 9 Table 3 Level of Service Summary ...................... 14 f sz +t,;ilCyi` vy yr f�?4 t�w Submitted into the pl blic record n Conn, t�!t cil item on i salter Gii)f LIST OF FIGURES h� FIGURE DESCRIPTION PAGE Figure 1 Site Location .................................. 2 Figure 2 Signalized Intersection Lane Configuration ........... 4 Figure 3 1995 Existing Volumes for P.M. Peak Hour ........... 7 Figure 4 Existing Signalized Intersection and Arterial Level of Service Summary ................................ 8 Figure 5 Trip Distribution ........ ........................ 11 l Figure 6 Project Trip Distribution for P.M. Peak Period ......... 12 Figure 7 1997 Future Background TrafficVolumes for P.M. Peak Hour ................................. 15 Figure 8 1997 Future Background Traffic Plus Project Traffic Volumes for P.M. Peak Hour ....................... 16 Figure 9 Future Background Signalized Intersection and Arterial Level of Service Summary ................... 17 Figure 10 Future Background Plus Project Signalized Intersection and Arterial Level of Service Summary ................ 18 ,.J .YJ Submitted into the public recur onnec �t n Item on iv ytlalter oernan J City Cleric F� 95- 598 1. INTRODUCTION Brickell Bay Front Club is a multi -story apartment complex consists of 28 stories, 22 typical apartment floors (7th thru 28th) with 13 apartment units per floor. The 6th floor is the recreational area with 11 apartment units, a fitness centre and a pool. There are 5 floors of parking and ground floor contains the lobby, business center and retail spaces. The site is located between SE 14th Street and SE 14th Terrace on the north and south directions and between South East Bay Shore Drive and Brickell Avenue on the east and west directions. The location of the site is shown in Figure 1. ' 2. 3. The proposed landuses are as follows: Residential a) 2 bed room/2 bath b) 1 bed rom / 1 bath Commercial Parking PURPOSE OF THE STUDY 297 units 160 units 137 units 2886 sq ft. 330 spaces The purpose of this study is to assess the impacts of vehicular traffic on signalized intersections and roadways within the study area due to the proposed development by conducting roadway link and signalized intersection level of service analysis. STUDY AREA IThe project study area intersections and roadway links to be analyzed in the vicinity of the site were identified in consultation with the City of Miami. Two intersections, Brickell Avenue/ SE 13th Street and Brickell Avenue/ SE 15th Road are identified for the analysis. Brickell Avenue from SE 13th Street to SE 15th Road is identified for the link capacity analysis . lThe study area boundary 'includes SW 13th Street on the northside, SE 15th Road on the southside, Brickell Avenue on the westside and South East Bay Shore Drive on the eastside. Figure 1 shows the site location and major roadway network in the vicinity of the proposed development. Brickell Avenue provides indirect access to the site from the north and south via i Submitted into the public record in connec 'un ith Walter F�,:.nian C''ty Cieiic ���`r�t''•i;��r��rS�t+�"� y lira C� +�.. rit.)x .. .,t ` �' 'rid �jy,Z par k< �.7y iC1T' i }Lnt h�i i t'- 1 r r . . . . . . . . . . . .1s tt7 r `"f`s1iF1 1Siry ; Y 20 J,t<vSG-'YrP�' r�3 i�+j��� c'° ¢ i> yrt'�'�� ufil�'Sr `.`,4; ,,i14~ f c! ✓ aQ7 a, �? fJ ff � f � fiI*t q, s r .,t.�1}�,���i�� �tl�yL`�'�'�yY��l� }Y C '�iCI }rtr`'i`tSti'�•,�yVt ` ^ ' - '••`S)�t2\-}�,�c +s rc �t .ar `t pl r, ��r �Y,.� c �t � n •s� — .....- .. .. t..,.. �. ......,. w111•. .. .... .. . . LEGEND Metrorall Station FIGURE 1 MMII MetromoverStatfon ptrSITE LOCATION __—i�r.t—trrrbliu BERMELLO, AJAMIL & PARTNERS, INC. record „J"'ILcrr;r;� �ipr� �i BRICKELL BAY FRONT CLUB Item on _. �l APRIL 1995 �_' I `Nalte,r Faernan 9 5- 598 C:itY Clerk SE 14th Street and SE 14th Terrace. 4. EXISTING TRAFFIC CONDITIONS The project study area was surveyed to observe existing traffic conditions, collect geometric data, parking locations, and identify traffic count locations. At the time of this study, Brickell Avenue was under reconstruction. This resulted in restriping the roadway, maintenance of traffic and rerouting of traffic. This could have affected the traffic conditions. a. EXISTING ROADWAY NETWORK Brickell Avenue is a four -lane divided arterial with high signal density. The roadway provides left turning bays through major intersections. SE 15th Road is four -lane divided and other local streets are two-lane j undivided. Parking was observed on Bay Shore Drive on both sides and metered parking was observed on SE 14th Street and SE 14th Lane. Existing lane configurations of the two intersections to be j analyzed are shown in Figure 2. Lane configurations for study area J roadways are summarized in Table 1. b. EXISTING SIGNAL TIMING PLANS Existing signal timing plans for the signalized intersections identified in the study area were obtained from the Dade County Traffic Control Center. The timing plans were used in analyzing existing levels of service. C. EXISTING TRAFFIC COUNTS Traffic count data collection was coordinated with the City of Miami. It was decided to use existing data available as much as possible. Additional locations where existing data was missing or not available were identified. The P.M. peak period was identified as the critical time period to analyze the traffic impacts as per the City of Miami guidelines. P.M. peak period turning movement counts were conducted between 4:30 and 6:30 P.M. on first Tuesday of April 1995 on Brickell Avenue/ SE 13th Street intersection. Due to the construction on Brickell Avenue and Brickell Bridge over the Miami River, turning movement counts on the other intersection and 24- hour counts on study area roadways were not conducted. Consequently most recent counts from FDOT and other studies were Submitted irrtn the pi.rb(ic 3 record in r:'i«rz stern L I.�. or" Ila C� 8 SE 13th St _ SE 12Ui Tarr sF .. Sf METROMO �� STATION J srfh Sf Fr r �.J SUbmittod into tt-Io ')LJbfir recor!�Un STREET PARKING ° »�c�' > > Ir ® item on 1 Waiter roeman City clerk FIGURE 2 SIGNALIZED INTERSECTION LANE CONFIGURATION BERMELLO, AJAMIL & PARTNERS, INC. BRICKELL BAY FRONT CLUB APRIL 1995 95- 598 ., .. 1.4, TABLE 1 EXISTING LANE CONFIGURATIONS Brickell Avenue SE 15th Road SE 13th 4LD SE 15th Road Brickell Avenue Bay Shor 4LD Bay Shore Drive SE 15th Road SE 12th g 2LUSE 14th Terrace Deadend Brickell A 2LU SE 14th Lane Deadend Brickell Avenue 2LU SE 14th Street Bay Shore Drive Brickell Avenue 2LU SE 13th Street S. Miami Avenue Brickell Avenue 4LU Submitted into thU put)lic recor item �(1 onne�ii^llti or] VValter-oc=mai� 5 city clerk utilized for traffic analysis. d. MASS TRANSIT Figure 1 identifies transit facilities in the project area. As seen, the project area is served by Metromover. A Metromover station is located on SE 14th Terrace which is a 5-minute walk from the proposed development. Also Brickell Avenue is served by bus routes B, 48, and 24. Six Metromovers operate at 150 seconds headway ° from SE 14th Terrace station. Each car has a seating capacity of 12 persons and Metrobus has seating capacity of 40 persons. This extensive transit network within the vicinity of the development is of great importance for the future residents of the development who would have excellent transit service. This decreases the impact of the development on the study area roadways. e. EXISTING LEVEL OF SERVICE The level of service analyses were performed for the signalized intersections using Highway Capacity Manual, 1992 methodology. The software used is HCM/CINEMA. FDOT LOS charts were used for arterial analysis. Figure 3 shows the existing turning movement volumes at the intersections. The results of the analyses are shown in Figure 4. It shows that Brickell Avenue/ SE 13th Street intersection is operating at a level of service C during the P.M. peak hour traffic conditions. Brickell Avenue/ SE 15th Road intersection is operating at level of service B. Figure also shows that Brickell Avenue from SE 15th Road to SE 13th Street is operating at level of service B in north direction and level of service B in south direction under P.M. peak traffic conditions. Appendix A and B contain the intersection and arterial analyses and FDOT LOS software analyses. 5. TRIP GENERATION Trips generated by the proposed landuses are (from the Institute of Transportation Engineers, Trip Generation Manual 5th Edition) summarized in Table 2. These trips are the total number of vehicular trips generated by the development. Mode split (15%) and vehicle occupancy rate (1.4) were developed in consultation with FDOT, MDTA and Downtown Miami -; Submitfled iro.o ;¢,:� ;; ublic recor n cur�nc�c 'ipn v i I 6 item Y �1!_ on .4 9 Walter Foeman 95 5 <'{ City Cierk J J.SE 13th St t� ,p �61 g 126 242. 2 �m Q � �Sf IAETRMJVVER STATION �fh : Na str4 4, r i j Submitted into the public 1 (L)* Shared left turn lane record —in/ �clonnen'' n wi� (R)** Shared right turn lane !tG'pl - On�- i Walter r'oemc n a City Clerk FIGURE 3 i 1995 EXISTING VOLUMES FOR P.M. PEAK HOUR BRICKELL BAY FRONT CLUB BERMELLO, AJAMIL & PARTNERS, INC. APRIL 1995 95- 598 i J SE 13th St 49 LOS A ® LOS B Submitted into tt,o Public LOS C recor!Mron - rinItem ® LOS D tt,�,°dVa(tLr ..oernan , g 0 LOSE �'r-p p d _ City Clerk FIGURE 4 LOS F EXISTING INTERSECTION AND ARTERIAL LEVEL OF SERVICE SUMMARY BERMELLO, AJAMIL & PARTNERS, INC. BRICKELL BAY FRONT CLUB APRIL 1995 95— 598 TABLE 2 BRICKELL BAY FRONT CLUB TRIP GENERATION SOURCE: Institute of Transportation Engineers (ITE) Trip Generation Manual, 5th Edition Submitted into the public rcacor c��rtnr:cti n i item L on Walter -*oeman City Cleric 9 9r,-- 91 Development of Regional Impact Study, 1986. The person trips utilizing transit service will positively affect the traffic conditions and, therefore, will not be included in the trip distribution throughout the study area. The remaining 85% of the person trips generated by the project will be distributed throughout the study area. In order to determine the actual number of trips that will impact the study area, a trip conversion analysis was done. This conversion is accomplished by multiplying the vehicular trips by the vehicle occupancy rate, which is 1.4 for the study area. This converts the vehicle trips to person trips. The modal split of 85% is then applied to determine the person trips using vehicular mode of transportation. The vehicle occupancy rate (1.4) is then divided into this number to determine the number of vehicle trips generated by the development. The mode split and vehicle occupancy rate application to trip generation is included in Appendix C. Commercial landaus of the proposed development is not considered for trip generation because it doesn't attract any external trips. TRIP DISTRIBUTION The proposed development is planned to have two driveways, one service access driveway on SE 14th Street and a driveway on SE 14th Terrace for the tenants. The driveway on SE 14th Terrace is the main entrance and exit for the proposed project. The assignment of development traffic to Brickell Avenue and other roadways within the study area was determined based on the Miami Urban Area Transportation Study (MOATS). The proposed project lies within Traffic Analysis Zone (TAZ) 670. A mode split of 15% between highway and transit trips and a vehicle occupancy rate of 1.4 is used for future analysis. Mode split and vehicle occupancy rates are based on consultations with FDOT, MDTA and Downtown Miami Development of Regional Impact Study, 1986. The cardinal distribution of the traffic for TAZ 670 was obtained from the Concurrency Department of the Metro -Dade. The distribution of development traffic in the study area is summarized below: North, Northeast 19 North 49% East, Northeast 4 East, Southeast 0 East 4% South, Southeast 1 South, Southwest 2 South 3% West, Southwest 23 West, Northwest 21 West 44% North, Northwest 30 Figure 5 and Figure 6 shows the percentage trip distribution and project trip distribution on study area roadways. Submitted into the. public 10 recl lzconneiqn it�.—itemon 225 Walter Foeman City Cleric 9 5 - 58 -1 BERMELLO, AJAMIL & PARTNERS, INC. I IUUI�C O PROJECT TRIP DISTRIBUTION FOR P.M. PEAK PERIOD BRICKELL BAY FRONT CLUB APRIL 1995 95- 598 7. PROGRAMMED DEVELOPMENTS From the Metro -Dade Transportation Improvement Program, 1995-1999 the i improvement on the Brickell Avenue is to replace the movable span bridge between SE 6th Street and SE 4th Street. 8. FUTURE TRAFFIC CONDITIONS The proposed development is expected to open for use in early 1997. Future traffic conditions refer to 1997 background conditions and 1997 background plus project traffic conditions. A growth rate of 2% per year was applied to the 1995 traffic volumes in order to achieve 1997 traffic volumes. These volumes were then used to determine intersection and link level of service by using same software programs as used for previous analysis. Figure 7 and Figure 8 shows the turning volumes for future background and future background plus project traffic conditions. Table 3 , Figure 9 and Figure 10 summarize the future traffic analyses, both intersection and roadway, for future background and future background plus project traffic conditions. The traffic analysis shows intersections and roadways impacted by the proposed development operate at acceptable level of service. MetroDadeComprehensive Development Master Plan standards for roadways with extraordinary transit service and within urban infill area is 150% of capacity which is 150% of LOS E. Appendix A and B contains intersection and arterial analyses for future background and future background plus project traffic conditions. 9: CONCLUSIONS The result from the intersection and roadway link capacity analyses show that the proposed development would not adversely impact traffic level of service on the roadway network within the study area and the roadways and signalized intersections will continue to operate at acceptable levels of service. J Submitted into the pUblic recordY—Iffill nee. s iteml l3 Walier 1 0•,r7r�n City Clerk TABLE LEVEL OF SERVICE SUMMARY PXPEAK .. S: HOUR L.0 Intersection . ..... .. EXISTING FUTURE`; FUTURE BG ... ... . .... .. BACKGROUND : G :� PROJECT;."*' Brickell Ave/SE 13th St c c c Brickell Ave/SE 15th Rd B B B . .. ... .. .. Roadway ' n '. ...... . ...... .. . .. .... ....... ....... .. .. .... . I I. .. ... ..... .. . ... ...... . Brickell Ave from SE 13th St to SE 15th Rd B B B Brickell Ave from SE 15th Rd to SE 13th St B B B Sjjbmitt!-:id into th� public ow, 14 ite ZTJ J (L)* Shared left turn lane (R)** Shared right turn lane ; 294 477 Submittpd into tine Public record n Conn �° t;an item XI I on ith 'j W,'Wor t-onman City Cleric 1997 FUTURE BACKGROUND TRAFFIC VOLUMES FOR BERMELLO, AJAMIL & PARTNERS, INC. FIGURE 7 P.M. PEAK HOUR BRICKELL BAY FRONT CLUB APRIL 1995 95- 598 I e4l rnwj! 1 ® LOS B Submitted into the public � LOS C recor Lconneitem on ® LOS D vualter ocean LOSE City Cleric FIGURE 9 �1 LOS F FUTURE BACKGROUND INTERSECTION AND ARTERIAL LEVEL OF SERVICE SUMMARY BERMELLO, AJAMIL & PARTNERS, INC. BRICKELL BAY FRONT CLUB I APRIL 1995 95- 598 k «I LOS A Submitted into S.tc� r',�il�,1,;; LOS B record conneViuq jto� i�eItem LOS C ` on Walter FoaftiLH ® LOS D city CIerk -� ® LOSE FIGURE 10 1 LOS F FUTURE BACKGROUND + PROJECT INTERSECTION AND ARTERIAL LEVEL OF SERVICE SUMMARY BERMELLO, AJAMIL & PARTNERS, INC. BRICKELL BAY FRONT CLUB i APRIL 1995 ,ll APPENDIX A Intersection Level of Service Analysis Submitted into the public F@aor ponneC'fi' :�n ROM 01) - ��l- Walter (Neman City Clerk 95- 598 NCH Summary .. wilts for Case: DRI13 of 13TH ST MICHELL AVE BRICKELL BFC EXISTING CONDITIONS PH PEAT( 5:00 70 6:08 Version 2.03 459 I I X Delay Lane v/s v/c (sec/ 2a Group Ratio Ratio veh) LOS EB L .05 .34 33.2 D *T .OG .39 33.5 D R .04 .26 32.6 D All 33.2 D WD L .05 .29 32.2 D *T. .16 1.00 76.6 F R .02 .15 31.2 D All 64.0 F NB *L .24 .39 8.4 B TR .10 .16 6.0 B All 7.3 B SB L .01 .02 6.2 B T .17 .27 7.4 B R .20 .32 7.7 B All 7.4 B Intersect .47 .49 22.5 C I 1 283 11 1 I 25 248 I�I�I I I It! 67 I ! l I 94 39 - I I I I I I 126 12 I 1 242 2 3 _j 69 ili 4 1S 4 1316 4 1 Submitted into the public record i cor;n .tio�f�" �.I; item `} can 7i Waite I::€7oman ORY GIOrk 95- 5"918 0 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-1 7' IDENTIFYING INFORMATION EAST APPROACH: SE 13TH ST NORTH APPROACH: BRICKELL AVE WEST APPROACH: SE 13TH ST SOUTH APPROACH: BRICKELL AVE ANALYST: SAILENDRA.B ANALYSIS DATE: 04-05-95 ANALYSIS PERIOD: PM PEAK 5:00 TO 6:00 CASE: BRI13 INTERSECTION GEOMETRY LANE LEFT TURN RIGHT TURN APPROACH OUTBOUND LENGTH ----POCKET--- ----POCKET--- APP. LANES LANES (FEET) LANES (FEET) LANES (FEET) EB 3 1 600 1 100 1 100 WE 3 1 600 1 100 1 100 j NB 3 2 600 1 100 0 0 i SB 4 2 600 1 100 1 100 MOVEMENTS SERVICED BY LANE AND LANE WIDTHS(FEET) LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 APP. MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH ---- EB ---------- L 12.0 -------------------- T 12.0 R 12.0 ---------- ---•------- ---------- WE L 12.0 T 12.0 R 12.0 NB L 12.0 T 12.0 TR 12.0 SB L 12.0 T 12..0 T 12.0 R 12.0 i L - EXCLUSIVE LEFT TURN T - EXCLUSIVE THROUGH LT - LEFT TURN / THROUGH TR - THROUGH / RIGHT TURN LR - LEFT TURN / RIGHT TURN R - EXCLUSIVE RIGHT TURN 4 LTR - LEFT TURN / THROUGH / RIGHT TURN TRAFFIC VOLUMES CURRENT TRAFFIC VOLUMES (VPH) GROWTH FACTORS APP . ----------------------------- LEFT THRU RIGHT RTOR -------------- LEFT THRU RIGHT ---- ---- ---- ----- ---- ---- ---- ----- EB 67 84 39 0 1.00 1.00 1.00 71 ! WE 65 248 25 0 1.00 1.00 1.00 NB 126 242 12 0 1.00 1.00 1.00 SB 11 459 283 90 1.00 1.00 1.00 a� MOVEMENT VOLUMES (VPH) PEAK HOUR FACTORS �- ---------------------- ----------------- APP. LEFT THRU RIGHT RTOR LEFT THRU RIGHPL� ---- ---- ---- ----- EB 67 84 39 0 .82 .82 .82(:=�) L 4wEi WE 65 248 25 0 .88 .88 .88 NB 126 242 12 0 .92 .92 .92 SB 11 459 283 90 .85 .85 .85 95- 59IS HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. j BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-2 SIGNAL SETTINGS - OPERATIONAL ANALYSIS CONTROL TYPE : SEMI -ACTUATED PHASING: MOVEMENTS SERVICED ---------------------------------------------------------------------- APP . 1 2 3 4 5 6 7 8 �, EB LTP WB LTP NB LTP SB LTP I L=Left Turn; T=Through; R=Right, no Peds; P=Right w Ped conflict TIMING BY PHASE ---------------------------------------------------------------------- (SECONDS) 1 1 2 3 4 --- 5 6 7 8 --- --- --- Green 69 15 16 0 --- --- --- 0 0 0 --- 0 ! "I Yellow 4 4 4 0 0 0 0 0 j All Red 1 1 1 0 0 0 0 0 DURATION OF PEDESTRIAN ONLY PHASE (SECS) 0 )! CYCLE LENGTH (SECS) 115 LOST TIME PER PHASE (SECS) 2.0 TRAFFIC AND ROADWAY CONDITIONS AREA TYPE - CBD ---------- PERCENT HEAVY VEHICLES - - EAST WEST NORTHSOUTH LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT 2 0 0 0 0 0 0 2 0 0 2 .2 EAST WEST NORTH SOUTH CONFLICTING PEDESTRIANS/HOUR 50 50 50 50 PLATOON ARRIVAL TYPE 3 3 3 3 PERCENT GRADE 0 0 0 0 CURB PARKING Y Y Y Y NUMBER OF PARKING MANEUVERS/HOUR 20 20 20 20 NUMBER OF BUSES STOPPING/HOUR 0 0 0 0 PEDESTRIAN BUTTON N N 1 MINIMUM GREEN TIME FOR PEDESTRIANS 22N 0 SdOrned i� A'Ap, 17.0 t PLA71d recor ca'�rn- �L. item �1. � 3 -`-� - _ — r 8 J E,NaIter 4=r.;r; n n , HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-3 k111 VOLUME ADJUSTMENT WORKSHEET Peak Lane U v Current Mvt Mvt Group Lane Adj. Vol Growth Vol Flow Lane Flow Util Flow Proportion App Mvt (vph) Factor (vph) PHF (vph) Grp., (vph) Lns Fact (vph) LT RT --- ES --- L ----- 67 ------ 1.00 ----- 67 --- .82 ----- 82 ---- L ----- 82 --- 1 ---- 1.00 ----- 82 ---- 1.00 ---- .00 T 84 1.00 84 .82 102 T 102 1 1.00 102 .00 .00 R 39 1.00 39 .82 48 R 48 1 1.00 48 .00 1.00 WB L 65 1.00 65 .88 74 L 74 1 1.00 74 1.00 .00 T 248 1.00 248 .88 282 T 282 1 1.00 282 .00 .00 n� R 25 1.00 25 .88 28 R 28 1 1.00 28 .00 1.00 NB L 126 1.00 126 .92 137 L 137 1 1.00 137 1.00 .00 T 242 1.00 242 .92 263 TR 276 2 1.05 290 .00 .05 R 12 1.00 12 .92 13 SB L 11 1.00 11 .85 13 L 13 1 1.00 13 1.00 .00 T 459 1.00 459 .85 540 T 540 2 1.05. 567 .00 .00 R 283 1.00 283 .85 227+ R 227 1 1.00 227 .00 1.00 + RTOR volume not included SATURATION FLOW ADJUSTMENT WORKSHEET Ideal s Lane Lane Heavy Bus Area Right Left Adj. J Lane Flow Width Veh Grade Pkg. Block Type Turn Turn Sat. App Group S Lanes f f f f f f f f Flow --- ----- ---- --- w ----- HV ---- g ----- p ---- bb ---- a RT LT vphg "! EB L 1800 1 1.000 .990 1.000 1.00 1.00 ---- ---- .900 1.00 ---- .950 ---- 1524 T 1900* 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 1.00 1710 J R 1950* 1 1.000 1.00 1.000 .800 1.00 .900 .826 1.00 1160 WB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .950 1539 T 1900* 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 1.00 1710 R 1950* 1 1.000 1.00 1.000 .800 1.00 .900 .826 1.00 1160 NB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .350 i 567 J TR 1850* 2 1.000 .990 1.000 .890 1.00 .900 .992 1.00 2911 i J SB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .649 1051 T 1900* 2 1.000 .990 1.000 1.00 1.00 .900 1.00 1.00 3386 R 1950* 1 1.000 .990 1.000 .800 1.00 .900 .826 1.00 1148 * Value s e tSLUMHUed iii I'M tf-1c: ;_eta!}IiC recor r c(onriG tAii item lo► i� I = Walter' F-b inan 95- 9 8 City Clcrlt HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-4 SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR EB WB NB SB Cycle Length C, (sec) 0 0 115 115 Effective Green, g (sec) .000 .000 72.000 72.000 Number of Lanes, N 0 0 1 1 Total Approach Flow Rate, Va. (vph) 0 0 413 780 Mainline Flow Rate, Vm (vph) 0 0 276 767 Left -Turn Flow Rate, Vlt (vph) 0 0 137 13 Proportion of LT, Plt .000 .000 1.000 1.000 Opposing Lanes, No 0 0 2 2 Opposing Flow Rate, Vo (vph) 0 0 767 276 Prop. of LT in Opp. Vol., Plto .000 .000 .000 .000 Sop= (1800*No) / (1+Plto ((400+Vm) / (1400-Vm)) ) 0 0 3600 3600 Yo=Vo/Sop .000 .000 .213 .077 gu=(g-C*Yo)/(1-Yo) .000 .000 60.358 68.430 fs=(875-0.625*Vo)/1000 .000 .000 .396 .702 P1=Plt(l+(((N-1)*g)/(fs*gu+4.5))) .000 .000 1.000 1.000 gq=g-gu .000 .000 11.642 3.570 Pt=1-Pl .000 .000 .000 .000 gf=2*Pt(1-(Pt**0.5gq))/Pl .000 .000 .000 .000 E1=1800/(1400-Vo) .000 .000 2.844 1.601 fm=gf/g+ (gu/g) (1/ (1+P1 (E1-1))) + (2/g) (1+P1) .000 .000 .350 .649 flt=(fm+N-1)/N .000 .000 .350 .649 F� HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-5 -==-y---=--_--_-^-_^-===CAPACITY v s -ANALYSIS -WORKSHEET====--------------+ v/s g/C c X Lane Adj. Flow Adj. Sat. Flow Green Capacity v/c App.- Group (vph) (vphg) Ratio Ratio (vph) Ratio EB L 82 1524 .05 .16 239 .34 * T 102 1710 .06 .16 268 .38 R 48 1160 .04 .16 182 .26 WB L 74 1539 .05 .17 254 .29 * T 282 1710 .16 .17 283 1.00 R 28 1160 .02 .17 192 .15 NB * L 137 567 .24 .63 355 .39 TR 290 2911 .10 .63 1823 .16 SB L 13 1051 .01 .63 658 .02 T 567 3386 .17 .63 2120 .27 R 227 1148 .20 .63 719 .32 * Critical Lane Group Sum (v/s)crit = .47 Xc = .49 Cycle Length, C = 115 Sec Lost Time Per Cycle, L = 6.0 Sec OF SERVICE WORKSHEET ----LEVEL --- Delay 1 --- -- Delay 2 -- By Lane Group -- -Approach- X g/C d1 c d2 PF Delay Delay Lane v/c Green (sec Cap (sec Prog Lane (sec (sec App Grp. Ratio Ratio /veh) (vph) - /veh) Fact Grp. /veh) LOS ------ -- /veh) LOS - --- EB L - .34 ----- .16 32.9 239 .4 1.00 L 33.2 D 33.2 D T .38 .16 33.1 268 .5 1.00 T 33.5 D R .26 .16 32.4 182 .2 1.00 R 32.6 D WB L .17 32.0 254 .2 1.00 L 32.2 D 64.8 F T .29 1.00 .17 36.5 283 40.2 1.00 T 76.6 F R .15 .17 31.2 192 .0 1.00 R 31.2 D NB L .39 .63 8.1 355 .4 1.00 L 8.4 B 7.3 B TR .16 .63 6.8 1823 .0 1.00 TR 6.8 B SB L .02 .63 6.2 658 .0 1.00 L 6.2 B 7.4 B T .27 .63 7.3 2120 .0 1.00 T 7.4 B R .32 .63 7.6 719 .1 1.00 R 7.7 B Intersection Cycle &i?L gleCl l!ft V1 P1! 1iC 22.5 C recar ,,�/n1'cCsii�`i' `)i1 Isy}�"'� item ;,,�il:�-� �- 9 5 i t ka ;�i� HCH Summary hesults for Case: BRI13F SE 13TH ST MICHELL AVE BRICKELL BFC 1997 F BACKGROUND CNS PH PEAK 5:80 TO 6:00 Version 2.83 477 I I X Delay Lane v/s v/c (sec/ App Group Ratio Ratio veh) LOS EB L .06 .36 33.3 D *T .OG .40 33.7 D R .04 .27 32.7 D All 33.3 D WB L .05 .30 32.3 D *T .17 1.04 88.4 F R .03 .16 31.3 D All 73.3 F NB *L .26 .42 8.8 B TR .10 .17 6.8 B All 7.5 B SB L .01 .02 6.2 B T .17 .28 7.4 B R .21 .33 7.9 B All 7.5 B Intersect .50 .52 24.4 C 1 294 1 11 I I I I 26 IIIII I �- 258 Itlil I � 68 I II 70� I I I 87 --r I I I 41 I I I I I I 131 12 I 1 252 1 3 69 1I 4 1 15 4 1 16 4 1 Submittecl into t',e public record in uon item 4 4.Itc,� Foeman City Clerk 95- 598 F. HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-1 IDENTIFYING INFORMATION EAST APPROACH: SE 13TH ST NORTH APPROACH: BRICKELL AVE WEST APPROACH: SE 13TH ST SOUTH APPROACH: BRICKELL AVE ANALYST: SAILENDRA.B ANALYSIS DATE: 04-05-95 ANALYSIS PERIOD: PM PEAK 5:00 TO 6:00 CASE: BRI13F vM INTERSECTION GEOMETRY LANE LEFT TURN RIGHT TURN APPROACH OUTBOUND LENGTH ----POCKET--- ----POCKET--- APP. LANES LANES (FEET) LANES ----- (FEET) ------ LANES ----- (FEET) ------ ---- EB ----- 3 ----- 1 ------ 600 1 100 1 100 z,y WB 3 1 600 1 100 1 100 NB 3 2 600 1 100 0 0 II SB 4 2 600 1 100 1 100 MOVEMENTS SERVICED BY LANE AND LANE WIDTHS(FEET) 1 LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 APP. MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH -------------------- MOV. WIDTH ---------- EB-- L-----12.0 T-----12.0 R-----12.0 WB L 12.0 T 12.0 R 12.0 NB L 12.0 T 12.0 TR 12.0 SB L 12.0 T 12.0 T 12.0 R 12.0 L - EXCLUSIVE LEFT TURN T - EXCLUSIVE THROUGH LT - LEFT TURN / THROUGH TR - THROUGH / RIGHT TURN +' 1 LR - LEFT TURN / RIGHT TURN R - EXCLUSIVE RIGHT TURN LTR 11 - LEFT TURN / THROUGH / RIGHT TURN r: TRAFFIC VOLUMES 1 CURRENT TRAFFIC VOLUMES (VPH) GROWTH FACTORS J----------------------------- -------------- APP. LEFT THRU RIGHT RTOR LEFT THRU RIGHT 0.c EB 67 84 39 0 1.04 1.04 1.04CL WB 65 248 25 0 1.04 1.04 1. 04cq> NB 126 242 12 0 1.04 1.04 1.04 v t ` SB 11 459 283 90 1.04 1.04 1.04o c c g MOVEMENT VOLUMES (VPH) ---------------------- PEAK HOUR FACTORS ----------------- a;•C j APP. LEFT THRU RIGHT RTOR LEFT THRU RIGH t ---- ---- --- 0 E ' EB 70 87 41 0 .82 .82 $ ;� WB 68 258 26 0 .88 .88 .8,8 NB 131 252 12 0 .92 .92 .92 l SB 11 477 294 93 .85 .85 .85 �-,J e HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-2 SIGNAL SETTINGS - OPERATIONAL ANALYSIS -------------- CONTROL TYPE : SEMI -ACTUATED PHASING: MOVEMENTS SERVICED APP. 1 2 3 4 5 6 7 8 EB LTP WB LTP NB LTP SB LTP L=Left Turn; T=Through; R=Right, no Peds; P=Right w Ped conflict TIMING BY PHASE (SECONDS) ---------------------------------------------------------------------- Green 69 15 16 0 0 0 0 0 Yellow 4 4 4 0 0 0 0 0 l All Red 1 1 1 0 0 0 0 0 DURATION OF PEDESTRIAN ONLY PHASE (SECS) 0 CYCLE LENGTH (SECS)' 115 LOST TIME PER PHASE (SECS) `: �jbenitdointo the public conn4re-IF wi�t�- II on 2L TRAFFIC AND ROADWAY CONDITIONS Waoeman AREA TYPE - CBD kz'] J PERCENT HEAVY VEHICLES EAST WEST NORTH SOUTH LEFT THRU RIGHT. LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT 2 0 0 0 0 0 0 2 0 0 2 2 EAST WEST NORTH SOUTH CONFLICTING PEDESTRIANS/HOUR 50 50 50 50 PLATOON ARRIVAL TYPE 3 3 3 3 PERCENT GRADE 0 0 0 0 CURB PARKING Y Y Y Y NUMBER OF PARKING MANEUVERS/HOUR 20 20 20 20 NUMBER OF BUSES STOPPING/HOUR 0 0 0 0 PEDESTRIAN BUTTON N N N N MINIMUM GREEN TIME FOR PEDESTRIANS 23.0 23.0 17.0 17.0 95— 598 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-3 **************************************************************************** ----VOLUME -ADJUSTMENT WORKSHEET Peak Lane U v Current Mvt Mvt Group Lane Adj. Vol Growth Vol Flow Lane Flow Util Flow Proportion App Mvt (vph) Factor (vph) PHF (vph) Grp_ (vph) Lns Fact (vph) -LT- -RT- EB L 67 1.04 70 .82 85 L 85 1 1.00 85 1.00 .00 T 84 1.04 87 .82 106 T 106 1 1.00 106 .00 .00 R 39 1.04 41 .82 50 R 50 1 1.00 50 .00 1.00 WB L 65 1.04 68 .88 77 L 77 1 1.00 77 1.00 .00 T 248 1.04 258 .88 .293 T 293 1 1.00 293 .00 .00 - R 25 1.04 26 .88 30 R 30 1 1.00 30 .00 1.00 NB L 126 1.04 131 .92 142 L 142 1 1.00 142 1.00 .00 T 242 1.04 252 .92 274 TR 287 2 1.05 301 .00 .05 „.� R 12 1.04 12 .92 13 SB L 11 1.04 11 .85 13 L 13 1 1.00 13 1.00 .00 T 459 1.04 477 .85 561 T 561 2 1.05 589 .00 .00 R 283 1.04 294 .85 236+ R 236 1 1.00 236 .00 1.00 l + RTOR volume not included ---------SATURATION FLOW ADJUSTMENT WORKSHEET Ideal s ( Lane Lane Heavy Bus Area Right Left Adj. J Lane Flow Width Veh Grade Pkg. Block Type Turn Turn Sat. App Group S Lanes f f f f f f f f Flow :� --- ----- ---- --- ---W- ---- --g-- ---- ---- --a- ---- ---- RT LT �hg EB L 1800 1 1.000 .990 1.000 1.00 1.00 .900 1.00 .950 1524 T 1900* 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 1.00 1710 R 1950* 1 1.000 1.00 1.000 .800 1.00 .900 .826 1.00 1160 WB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .950 1539 T 1900* 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 1.00 1710 R 1950* 1 1.000 1.00 1.000 .800 1.00 .900 .826 1.00 1160 NB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .334 541 TR 1850* 2 1.000 .990 1.000 .890 1.00 .900 .992 1.00 2911 SB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .642 1040 T 1900* 2 1.000 .990 1.000 1.00 1.00 .900 1.00 1.00 3386 R 1950* 1 1.000 .990 1.000 .800 1.00 .900 .826 1.00 1148 * Value s.e$utixPtlttwieint0 the public record in conneiaoeryian n viltb item 11 0n 95-- 5 9 8;Wai City Cleric r., HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-4 **************************************************************************** r -------SUPPLEMENTARY -WORKSHEET-FOR LEFT -TURN ADJUSTMENT FACTOR ----------------------- EB WB NB SR I Cycle Length C, (sec) Effective Green, g (sec) Number of Lanes, N Total Approach Flow Rate, Va (vph) Mainline Flow Rate, Vm (vph) Left -Turn Flow Rate, Vlt (vph) Proportion of LT, Plt Opposing Lanes, No Opposing Flow Rate, Vo (vph) Prop. of LT in Opp. Vol., Plto Sop= (1800*No) / (l+Plto ((400+Vm) / (1400-Vm)) ) Yo=Vo/Sop gu= (g-C*Yo) / (1-Yo) fs= (875-0. 625*Vo) /1000 P1=Plt(l+(((N-1)*g)/(fs*gu+4.5))) gq=g-gu Pt=1-P1 gf=2*Pt (1- (Pt**0. 5gq)) /Pl E1=1800/ (1400-Vo) fm=gf/g+(gu/g) (l/ (l+Pl (E1-1)))+(2/g) (1+P1) flt= (fm+N-1) /N 0 0 115 115 .000 .000 72.000 72.000 0 0 1 1 0 0 429 810 0 0 287 797 0 0 142 13 .000 .000 1.000 1.000 0 0 2 2 0 0 797 287 .000 .000 .000 .000 0 0 3600 3600 .000 .000 .221 .080 .000 .000 59.773 68.275 .000 .000 .377 .696 .000 .000 1.000 1.000 .000 .000 12.227 3.725 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 2.985 1.617 .000 .000 .334 .642 .000 .000 .334 .642 t Submitted into 010 public record ! connectir n4)� ;-- ' ifem n .. � c9 5y Wall el' r C)'ornan a C�i`y1 i.i67!1_ C HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-5 **************************************************************************** CAPACITY ANALYSIS WORKSHEET v s v/s g/C c X g Lane Adj. Flow Adj. Sat. Flow Green Capacity v/c App. Group (vph) (vphg) Ratio Ratio ------ ----- ----- (vph) ----- Ratio ----- r, ---- EB ----- L ----- 85 1524 .06 .16 239 .36 * T 106 1710 .06 .16 268 .40 R 50 1160 .04 .16 182 .27 WB L 77 1539 .05 .17 254 .30 * T 293 1710 .17 .17 283 1.04 R 30 1160 .03 .17 192 .16 NB * L 142 541 .26 .63 339 .42 TR 301 2911 .10 .63 1823 .17 SB L 13 1040 .01 .63 651 .02 T 589 3386 .17 .63 2120 .28 i Ij R 236 1148 .21 .63 719 .33 * Critical Lane Group Sum(v/s)crit = .50 Xc = .52 Cycle Length, C = 115 Sec Lost Time Per Cycle, L = 6.0 Sec LEVEL OF SERVICE WORKSHEET --- Delay 1 --- -- Delay 2- --- By Lane Group -- -Approach- X g/C di c d2 PF Delay Delay J Lane v/c Green (sec Cap (sec Prog Lane (sec (sec App Grp. ---- Ratio ----- Ratio ----- /veh) ----- (vph) /veh) ----- ----- Fact Grp. ---- ---- /veh) LOS ----- /veh) LOS ._�--- EB L .36 .16 32.9 239 .4 1.00 L 33.3 D 33.3 D T .40 .16 33.1 268 .5 1.00 T 33.7 D R .27 .16 32.5 182 .2 1.00 R 32.7 D WB L .30 .17 32.1 254 .2 1.00 L 32.3 D 73.3 F T 1.04 .17 36.5 283 51.9 1.00 T 88.4 F R .16 .17 31.3 192 .0 1.00 R 31.3 D NB L .42 .63 8.3 339 .5 1.00 L 8.8 B 7.5 B TR .17 .63 6.8 1823 .0 1.00 TR 6.8 B SB L .02 .63 6.2 651 .0 1.00 L 6.2 B 7.5 B T .28 .63 7.4 2120 .0 1.00 T 7.4 B R .33 .63 7.7 719 .1 1.00 R 7.8 B Intersection Cycle 1ISubmitted into the public 24.4 C recor conne t' n ii°r item on V'VaIt r r-or man 9 5- 5 9 S8 Cii�,� C,ieri< HCH Summary Results for Case: BRI13FP SE 13TH ST MICHELL AVE BRICKELL BFC FBG + PROJECT CONDNS PH PEAK (F+ PROJECT) Version 2.03 � I I X Delay Lane v/s v/c (sec/ Apt Grou Ratio Ratio veh) LOS EB L .06 .36 33.3 D T .06 .40 33.7 D *R .09 .55 36.7 D All 34.6 D VB L .05 .33 32.5 D *T .17 1.04 68.4 F R .03 .16 31.3 D All 72.7 F NB *L .33 .53 10.6 B TR .12 .19 7.0 B All M B SB L .01 .02 6.2 B T .19 .30 7.6 B R .21 .33 7.8 B All 7.6 B Intersect .59 .62 24.0 C I ! 294 1 11 I I I I L 26 258 73 I I I ?0 87 82 I I I I i 1 150 14 1 I 295 2 3 69 ii 4 j 15 4 1 16 4 1 Submitted into the public record cornne ' n b�i Item On Walte `oeman Cil�y Clerk 95- 598 I HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-1 IDENTIFYING INFORMATION r EAST APPROACH: SE 13TH ST NORTH APPROACH: BRICKELL AVE WEST APPROACH: SE 13TH ST SOUTH APPROACH: BRICKELL AVE ANALYST: SAILENDRA.B ANALYSIS DATE: 04-05-95 ANALYSIS PERIOD: PM PEAK (F+ PROJECT) CASE: BRII3FP INTERSECTION GEOMETRY LANE LEFT TURN RIGHT TURN APPROACH OUTBOUND LENGTH ----POCKET--- ----POCKET--- APP. LANES LANES (FEET) LANES (FEET) LANES (FEET) • EB 3 1 600 1 100 1 100 WE 3 1 600 1 100 1 100 NB 3 2 600 1 100 0 0 SB 4 2 600 1 100 1 100 MOVEMENTS SERVICED BY LANE AND LANE WIDTHS(FEET) LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 APP. MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH ------------------------------ ---- EB ---------- L 12.0 -------------------- T 12.0 R 12.0 WE L 12.0 T 12.0 R 12.0 NB L 12.0 T 12.0 TR 12.0 SB L 12.0 T 12.0 T 12.0 R 12.0 L - EXCLUSIVE LEFT TURN T - EXCLUSIVE THROUGH LT - LEFT TURN / THROUGH TR - THROUGH / RIGHT TURN LR - LEFT TURN / RIGHT TURN R - EXCLUSIVE RIGHT TURN LTR - LEFT TURN / THROUGH / RIGHT TURN TRAFFIC VOLUMES T� ------------------------------- CURRENT TRAFFIC VOLUMES(VPH) GROWTH FACTORS -------------- APP. ------------------------ LEFT THRU RIGHT RTOR LEFT THRU RIGHT ---- ---- ----- ---- EB ---- 70 ---- ----- 87 82 ---- 0 1.00 1.00 1.00 WE 73 258 26 0 00 1.00 1.00 NB 150 295 14 c,1 0� ' y � �. 00 1.00 1.00 SB 11 523 294 90 n.; 1.00 1.00 J.00 MOVEMENT VOLUMES (VPH) r `` PEAK HOUR FACTORS ---------------------- Cat r-c3 ----------------- APP. LEFT THRU RIGHT RTOR cµ 6- "' LEFT THRU RIGHT �� EB 70 87 82 0 .82 .82 .82 WE 73 258 26 0 .88 .88 .88 NB 150 295 14 0 {_ .92 .92 .92 SB 11 523 294 90 (/j .85 .85 .85 v.j 95-- 598 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page - SIGNAL SETTINGS - OPERATIONAL ANALYSIS CONTROL TYPE : SEMI -ACTUATED ---------------.------PHASING APP. APP . 1 ------------------------------------------------- 2 3 4 5 6 7 8 --- --- --- --- -__ --- EB- LTP_ WB LTP w NB LTP SB LTP L=Left Turn; T=Through; R=Right, no Peds; P=Right w Ped conflict { TIMING BY PHASE (SECONDS) ---------------------------------------------------------------------- Green 69 15 16 0 0 0 0 0 Yellow 4 4 4 0 0 0 0 0 All Red 1 1 1 0 0 0 0 0 DURATION OF PEDESTRIAN ONLY PHASE (SECS) 0 } CYCLE LENGTH (SECS) 115 LOST TIME PER PHASE (SECS) 2.0 11 t] TRAFFIC AND ROADWAY CONDITIONS AREA TYPE - CBD PERCENT HEAVY VEHICLES EAST WEST NORTH SOUTH LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT ---- ---- ----- ---- ---- ----- 2 0 0 0 0 0 ---- ---- 0 2 ----- ---- ---- 0 0 2 ----- 2 EAST WEST NORTH SOUTH CONFLICTING PEDESTRIANS/HOUR ---- 50 ---- ----- 50 50 ----- 50 PLATOON ARRIVAL TYPE 3 3 3 3 PERCENT GRADE 0 0 0 0 CURB PARKING Y Y Y Y NUMBER OF PARKING MANEUVERS/HOUR 20 20 20 20 NUMBER OF BUSES STOPPING/HOUR 0 0 0 0 PEDESTRIAN BUTTON N N N N MINIMUM GREEN TIME FOR PEDESTRIANS Sis tl�i -into 3Rc $ijbIlc17.0 17.0 recorr, r ,ecri;� iic�rI ` item 11'' I ._ on — C� i` d% �a)8 Waht`;N E-(%C 17an ' City cl� rk y 1 ' HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-3 VOLUME ADJUSTMENT WORKSHEET ---------------------- Peak Lane U v Current Mvt Mvt Group Lane Adj. Vol Growth Vol Flow Lane Flow Util Flow Proportion App Mvt (vph) Factor (vph) ----- PHF --- (vph) ----- Grp. ---- (vph) ----- Lns --- Fact ---- (vph) ----- LT ---- RT ---- --- --- EB L ----- 70 ------ 1.00 70 .82 85 L 85 1 1.00 85 1.00 .00 T 87 1.00 87 .82 106 T 106 1 1.00 106 .00 .00 R 82 1.00 82 .82 100 R 100 1 1.00 100 .00 1.00 .may WE L 73 1.00 73 .88 83 L 83 1 1.00 83 1.00 .00 T 258 1.00 258 .88 293 T 293 1 1.00 293 .00 .00 R 26 1.00 26 .68 30 R 30 1 1.00 30 .00 1.00 NB L 150 1.00 150 .92 163 L 163 1 1.00 163 1.00 .00 T 295 1.00 295 .92 321 TR 336 2 1.05 353 .00 .04 040� R 14 1.00 14 .92 15 SB L 11 1.00 11 .85 13 L 13 1 1.00 13 1.00 .00 T 523 1.00 523 .85 615 T 615 2 1.05 646 .00 .00 R 294 1.00 294 .85 240+ R 240 1 1.00 240 .00 1.00 + RTOR volume not included SATURATION FLOW ADJUSTMENT WORKSHEET Ideal s Lane Lane Heavy Bus Area Right Left Adj. Lane Flow Width Veh Grade Pkg. Block Type Turn Turn Sat. App Group S Lanes f f f f f f f f Flow w HV g p bb a RT LT vphg 1 ;DEB L 1800 1 1.000 .990 1.000 1.00 1.00 .900 1.00 .950 1524 T 1900* 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 1.00 1710 R 1950* 1 1.000 1.00 1.000 .800 1.00 .900 .826 1.00' 1160 WE L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .950 1539 T 1900* 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 1.00 1710 ~� R 1950* 1 1.000 1.00 1.000 .800 1.00 .900 .826 1.00 1160 NB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .302 489 J. TR 1850* 2 1.000 .990 1.000 .890 1.00 .900 .992 1.00 2911 L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .610 988 T 1900* 2 1.000 .990 1.000 1.00 1.00 .900 1.00 1.00 3386 �.jSB R 1950* 1 1.000 .990 1.000 .800 1.00 .900 .826 1.00 1148 * Value set i9pb gi6iri ir;tp ;)o t�l�hfiC recur in Gnnnelo" vi 1tGli1 th/a ter -ceman �` City Cteak HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-4 **************************************************************************** SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR EB WB NB SB Cycle Length C, (sec) 0 0 115 115 Effective Green, g (sec) .000 .000 72.000 72.000 Number of Lanes, N 0 0 1 1 Total Approach Flow Rate, Va (vph) 0 0 499 868 Mainline Flow Rate, Vm (vph) 0 0 336 855 Left -Turn Flow Rate, Vlt (vph) 0 0 163 13 Proportion of LT, Plt .000 .000 1.000 1.000 Opposing Lanes, No 0 0 2 2 Opposing Flow Rate, Vo (vph) 0 0 855 336 Prop. of LT in Opp. Vol., Plto .000 .000 .000 .000 Sop=(1800*No)/(1+Plto((400+Vm)/(1400-Vm))) 0 0 3600 3600 p° Yo=Vo/Sop .000 .000 .237 .093 gu=(g-C*Yo)/(1-Yo) .000 .000 58.607 67.574 fs=(875-0.625*Vo)/1000 .000 .000 .341 .665 ? P1=Plt (l+ (((N-1) *g) / (fs*gu+4 . 5)) ) .000 .000 1.000 1.000 gq=g-gu .000 .000 13.393 4.426 Pt=1-P1 .000 .000 .000 .000 gf=2*Pt(1-(Pt**0.5gq))/Pl .000 .000 .000 .000 E1=1800/(1400-Vo) .000 .000 3.303 1.692 fm=gf/g+ (gu/g) (1/ (1+P1 (E1-1))) + (2/g) (1+P1) .000 .000 .302 . 610 flt=(fm+N-1)/N .000 .000 .302 .610 Siabtnitted il-to recor L11(c ltermon waIte ULY clerk 95- 558 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 13TH ST /BRICKELL AVE Page-5 **************************************************************************** CAPACITY ANALYSIS WORKSHEET - - v s v s C c X Lane Adj. Flow Adj. Sat. Flow Green Capacity v/c App.- Group (vph) (vphg) Ratio Ratio (vph) Ratio EB L 85 1524 .06 .16 239 .36 T 106 1710 .06 .16 268 .40 * R 100 1160 .09 .16 182 .55 WB L 83 1539 .05 .17 254 .33 * T 293 1710 .17 .17 283 1.04 } R 30 1160 .03 .17 192 .16 �} NB * L 163 489 .33 .63 306 .53 TR 353 2911 .12 .63 1823 .19 y SB L 13 988 .01 .63 619 .02 T 646 3386 .19. .63 2120 .30 R 240 1148 .21 .63 719 .33 * Critical Lane Group Sum(v/s)crit - .59 Xc = .62 i { Cycle Length, C = 115 Sec Lost Time Per Cycle, L = 6.0 Sec LEVEL OF SERVICE WORKSHEET --- Delay 1 --- -- Delay 2- --- By Lane Group -- -Approach- X g/C di c d2 PF Delay Delay Lane v/c Green (sec Cap (sec Prog Lane (sec (sec App --- Grp. ---- Ratio ----- Ratio ----- /veh) ----- (vph) ----- /veh) ----- Fact ---- Grp. ---- /veh) ----- LOS --- /veh) ----- LOS --- "� EB L .36 .16 32.9 239 .4 1.00 L 33.3 D 34.6 D T .40 .16 33.1 268 .5 1.00 T 33.7 D R .55 .16 34.0 182 2.7 1.00 R 36.7 D J WB L .33 .17 32.2 254 .3 1.00 L 32.5 D 72.7 F T 1.04 .17 36.5 283 51.9 1.00 T 88.4 F R .16 .17 31.3 192 .0 1.00 R 31.3 D NB L .53 .63 9.2 306 1.4 1.00 L 10.6 B 8.1 B TR .19 .63 7.0 1823 .0 1.00 TR 7.0 B SB L T a R J i J .02 .63 .30 .63 .33 .63 6.2 619 .0 1.00 L 6.2 B 7.6 2120 .0 1.00 T 7.6 B 7.7 719 .1 1.00 R 7.8 B Cycl J 'f;u1iM1ted into the public recflr onnec-ti n tv+t Item , ors ' I- f, - Warier f-oeman . City Clerk Intersection 24.0 C 95- 598 T� HCH Sunmary btyults for Case: BRI15B SE 15TH RD /BRICHELL AVE BRICKELL BFC EXISTING 1995 CONDNS Ph PEAK 5:00 TO 6:00 Version 2.03 1813 1 1 Lane v/s X v/c Delay (sec/ 38 1 39 1 I I f App Group Ratio Ratio veh) LOS I I I 12 EB *LTR .03 .25 26.6 D A11 26.6 D I I 38 VB LTR .03 .21 26.5 D __- ___------ --- - - - All 26.5 D I I { 14 38 NB L .53 .66 15.5 C 40 I TR .36 .45 2.2 A i I All 2.0 A I 1 I 43 45 ! 060 SB *LTR .68 .85 6.3 B 1 2 All 6.3 B 11 11 3 1 701i1i14 1 [ Intersect .71 .76 6.4 B �UbMittod Into the public nnect'on IWits itatri on ✓�-�i�-/J-�-' Walter Fooman City Clerk 95- 598 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-1 IDENTIFYING INFORMATION EAST APPROACH: SE 15TH RD NORTH APPROACH: BRICKELL AVE WEST APPROACH: SE 15TH RD SOUTH APPROACH: BRICKELL AVE ANALYST: SAILENDRA.B ANALYSIS DATE: 04-05-95 ANALYSIS PERIOD: PM PEAK 5:00 TO 6:00 CASE: ALT1 INTERSECTION GEOMETRY LANE LEFT TURN RIGHT TURN APPROACH OUTBOUND LENGTH ----POCKET--- ----POCKET--- APP. LANES LANES (FEET) LANES (FEET) LANES (FEET) EB 2 2 600 0 0 0 0 WB 2 2 600 0 0 0 0 NB 3 2 600 1 100 0 0 SB 2 2 600 0 0 0 0 MOVEMENTS SERVICED BY LANE AND LANE WIDTHS(FEET) LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 APP. MOV. WIDTH MOV, WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH ---------------------------------------------------------------- EB LT 12.0 TR 12.0 WB LT 12.0 TR 12.0 NB L 12.0 T 12.0 TR 12.0 SB LT 12.0 TR 12.0 L - EXCLUSIVE LEFT TURN T - EXCLUSIVE THROUGH LT - LEFT TURN / THROUGH TR - THROUGH / RIGHT TURN LR - LEFT TURN / RIGHT.TURN R - EXCLUSIVE RIGHT TURN LTR LEFT TURN / THROUGH / RIGHT TURN r�;r'�"�'�C rFCOr'c, ;,rl�c�rtri�cfcn TRAFFIC VOLUMES { +. Uya'ter F�4� CURRENT TRAFFIC VOLUMES (VPH) GROWTH FATik't1t APP. LEFT THRU RIGHT RTOR LEFT THRU RIGHT ---- ---- ---- ----- ---- ---- ---- ----- EB 14 38 40 0 1.00 1.00 1.00' WB 30 38 12 0 1.00 1.00 1.00 NB 43 860 45 0 1-00 1.00 1.00 SB r+ 39 1813 38 0 1.00 1.00 1.00 MOVEMENT VOLUMES (VPH) ---------------------- APP. LEFT THRU RIGHT RTOR EB 14 38 40 0 WB 30 38 12 0 NB 43 860 45 0 SB 39 1813 38 0 PEAK HOUR FACTORS ----------------- LEFT THRU RIGHT .85 .85 .85 .85 .85 .85 .90 .90 .90 .90 .90 99% HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-2 SIGNAL SETTINGS - OPERATIONAL ANALYSIS CONTROL TYPE : SEMI -ACTUATED i PHASING: MOVEMENTS SERVICED ---------------------------------------------------------------------- APP . 1 2 3 4 5 G 7 8 EB LTP WB LTP -All NB LTP SB LTP L=Left Turn; T=Through; R=Right, no Peds; P=Right w Ped conflict TIMING BY PHASE (SECONDS) jj---------------------------------------------------------------------- I-1- --- --- --- --- --- --- --- Green 11 70 0 0 0 0 0 0 Yellow 3 4 0 0 0 0 0 0 All Red 1 1 0 0 0 0 0 0 DURATION OF PEDESTRIAN ONLY PHASE (SECS) 0. 1 CYCLE LENGTH (SECS) 90 j LOST TIME PER PHASE (SECS) 3.0 i TRAFFIC AND ROADWAY CONDITIONS AREA TYPE - CBD PERCENT HEAVY VEHICLES EAST WEST NORTH SOUTH LEFT THRU RIGHT LEFT THRU RIGHT ---- ---- ----- ---- LEFT THRU RIGHT LEFT THRU RIGHT ---- ----- ---- ---- ----- ---- ---- 0 2 ----- 0 x'I EAST WEST NORTH SOUTH CONFLICTING PEDESTRIANS/HOUR ---- 50 ---- 50 ----- 50 ----- 50 PLATOON ARRIVAL TYPE 3 3 3 3 PERCENT GRADE 0 0 0 0 CURB PARKING Y Y Y Y NUMBER OF PARKING MANEUVERS/HOUR 20 20 20 20 NUMBER OF BUSES STOPPING HOUR / 0 0 0 0 PEDESTRIAN BUTTON N N N N MINIMUM GREEN TIME FOR PEDESTRIANS Submia d 0,I to 20 . 0 17.0 17.0 f It) public record off 0 With item ,,// on 9 — 598 Wafie I-obrrisn City Clerk HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-3 r� ------------------=====VOLUME -ADJUSTMENT -WORKSHEET-=-=-_____-_-_-_-______-__ Peak Lane U v Current Mvt Mvt Group Lane Adj. Vol Growth Vol Flow Lane Flow Util Flow Proportion App Mvt (vph) Factor (vph) PHF (vph) Grp. (vph) Lns Fact (vph) LT RT --- --- ----- ------ ----- --- ----- ---- ----- --- ---- ----- ---- ---- ' EB L 14 1.00 14 .85 16 LTR 108 2 1.05 113 .15 .44 T 38 1.00 38 .85 45 R 40 1.00 40 .85 47 WB L 30 1.00 30 .85 35 LTR 94 2 1.05 99 .37 .15 T 38 1.00 38 .85 45 R 12 1.00 12 .85 14 NB L 43 1.00 43 .90 48 L 48 1 1.00 48 1.00 .00 T 860 1.00 860 .90 956 TR 1006 2 1.05 1056 .00 .05 x.� R 45 1.00 45 .90 50 SB L 39 1.00 39 .90 43 LTR 2099 2 1.05 2204 .02 .02 T 1813 1.00 1813 .90 2014 R 38 1.00 38 .90 42 SATURATION FLOW ADJUSTMENT WORKSHEET Ideal s Lane Lane Heavy Bus Area Right Left Adj. l Lane Flow Width Veh Grade Pkg. Block Type Turn Turn Sat. App Group S Lanes f f f f f f f f Flow --- ----- ---- --- w ------ HV ---- g ----- p ---- bb a RT ---- ---- ---- LT ---- vphg ---- EB LTR 2300* 2 1.000 1.00 1.000 .890 1.00 .900 .924 1.00 3405 WB LTR 2300* 2 1.000 1.00 1.000 .890 1.00 .900 .974 .974 3495' NB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .056 91 ll TR 1850* 2 1.000 .990 1.000 .890 1.00 .900 .991 1.00 2908 SB LTR 2300* 2 1.000 .990 1.000 .890 1.00 .900 .997 .894 3251 * Value set` �g k� '§drinto t;Ze pLIbliC record 'n COf'Ir7e�ii n b° y on biter Foeman City C;fortc HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-4 SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR --------------------------------- EB WB NB SB Cycle Length C, (sec) 90 90 90 90 Effective Green, g (sec) 12.000 12.000 72.000 72.000 Number of Lanes, N 2 2 1 2 Total Approach Flow Rate, Va. (vph) 108 94 1054 2099 Mainline Flow Rate, Vm (vph) 108 94 1006 1399 Left -Turn Flow Rate, Vlt (vph) 16 35 48 43 Proportion of LT, Plt .148 .372 1.000 .020 Opposing Lanes, No 2 2 2 2 Opposing Flow Rate, Vo (vph) 94 108 1399 1006 Prop. of LT in Opp. Vol., Plto .372 .148 .020 .000 Sop=(1800*No)/(1+Plto((400+Vm)/(1400-Vm))) 3140 3409 3355 3600 Yo=Vo/Sop .030 .032 .417 .279 gu=(g-C*Yo)/(1-Yo) 9.593 9.448 59.124 65.019 fs=(875-0.625*Vo)/1000 .816 .808 .001 .246 P1=Plt(l+(((N-1)*g)/(fs*gu+4.5))) .292 .741 1.000 .092 gq=g-gu 2.407 2.552 12.876 6.981 Pt=1-Pl .708 .259 .259 .908 gf=2*Pt(1-(Pt**0.5gq))/P1 1.648 .575 .000 5.640 E1=1800/(1400-Vo) 1.378 1.3931800.000 4.569 fm=gf/g+ (gu/g) (l/ (1+P1 (El-1))) + (2/g) (1+P1) 1.073 .948 .056 .788 flt=(fm+N-1)/N 1.000 .974 .056 .894 Submfffed info i PLIblie recor'rt ior,r«ac'', a� U nth . 598 'waiter oGr�� HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-5 CAPACITY ANALYSIS WORKSHEET v s v s C c X Lane Adj. Flow Adj. Sat. Flow Green Capacity v/c ` j App. Group (vph) (vphg) Ratio Ratio (vph) Ratio EB * LTR 113 3405 .03 .13 454 .25 WB LTR 99 3495 .03 .13 466 .21 1 NB L 48 91 .53 .80 73 .66 TR 1056 2908 .36 .80 2326 .45 SB * LTR 2204 3251 .G8 .80 2601 .85 * Critical Lane Group Sum(v/s)crit = .71 Xc = .76 Cycle Length, C = 90 Sec Lost Time Per Cycle, L = 6.0 Sec LEVEL OF SERVICE WORKSHEET ' -- Delay 1 --- -- Delay 2- --- By Lane Group -- -Approach- X g/C di c d2 PF Delay Delay (` Lane v/c Green (sec Cap (sec Prog Lane (sec (sec App Grp. Ratio Ratio /veh) (vph) /veh) Fact Grp. /veh) LOS /veh) LOS --- ---- ----- ----- ----- ----- ----- ---- ---- ----- --- ----- --- EB LTR .25 .13 26.6 454 .1 1.00 LTR 26.6 D 26.6 D 1 WB LTR. .21 .13 26.4 466 .0 1.00 LTR 26.5 D 26.5 D 1' NB L .GG .80 2.9 73 12.6 1.00 L 15.5 C 2.8 A TR .45 .80 2.1 2326 .1 1.00 TR 2.2 A SB LTR .85 .80 4.2 2601 2.0 1.00 LTR 6.3 B 6.3 B Intersection Cycle - 90 6.4 B a ,�'9�'•�fill iL'L� i M 7 the public r�n� ()OfiGJcn,, 9598 Giilreco WalLeman Ci{i! C:I�rk HC{ Summary h—alts for Case: DR115RF 15TH RD MICHELL AVE BRICKELL BFC 1997 F BACK GROUND CHS Ph PEAK 5:00 TO 6:00 Version 2.83 1886I l I Lane v/s X v/C Delay (sec/ 40 1 41 I I I Amp Group Ratio Ratio veh) LOS I I I 12 EB *LTR .04 .26 26.7 D 40 AI•l 26.7 D I I i I 31 -- UB LTR .03 .22 26.5 D --------- .T-.. -_---------- - - - - - - All 26.5 D { {t{ 15 48 NB L .55 .68 18.0 C 42 I i TR .38 .47 2.3 A I I I All 3.0 A I I 1 45 47 894 SB *LTR .72 .90 8.6 B 1 12 All 8.6 B 11 3 1 70 i 11F 4 I Intersect .76 .81 7.9 B Mi6 ifted into �tT he public IN@1 iE ffi rUlf�can �1—�•it. Walter Foeman City CierK 95- 598 i HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-i IDENTIFYING INFORMATION EAST APPROACH: SE 15TH RD NORTH APPROACH: BRICKELL AVE WEST APPROACH: SE 15TH RD SOUTH APPROACH: BRICKELL AVE ANALYST: SAILENDRA.B ANALYSIS DATE: 04-05-95 ANALYSIS PERIOD: PM PEAK 5:00 TO 6:00 CASE: ALT2 INTERSECTION GEOMETRY LANE LEFT TURN RIGHT TURN APPROACH OUTBOUND LENGTH ----POCKET--- ----POCKET--- APP. LANES LANES (FEET) LANES (FEET) LANES (FEET) ------ ----- ------ ---- EB ----- 2 ----- ------ 2 600 ----- 0 0 0 0 WB 2 2 600 0 0 0 0 NB 3 2 600 1 100 0 0 SB 2 2 600 0 0 0 0 MOVEMENTS SERVICED BY LANE AND LANE WIDTHS(FEET) LANE i LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 APP. MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. ---------- WIDTH MOV. WIDTH MOV. WIDTH -------------------- ---- EB ---------- LT 12.0 -------------------- TR 12.0 WB LT 12.0 TR 12.0 NB L 12.0 T 12.0 TR 12.0 SB LT 12.0 TR 12.0 L - EXCLUSIVE LEFT TURN T - EXCLUSIVE THROUGH LT - LEFT TURN / THROUGH TR - THROUGH / RIGHT TURN LR - LEFT TURN / RIGHT TURN R - EMJRRt;'�Eirpjqjff pTt LTR - LEFT TURN / THROUGH / RIGHT TURN recur n connec"i��n wi h item �- On -1..'� Walter ro�r►►an TRAFFIC VOLUMES CURRENT TRAFFIC VOLUMES (VPH) GROWTH FACTORS APP. ----------------------------- LEFT THRU RIGHT RTOR -------------- LEFT THRU RIGHT ---- ---- ----- ---- EB ---- 14 ---- ----- ---- 38 40 0 1.04 1.04 1.04 WB 30 38 12 0 1.04 1.04 1.04 NB 43 860 45 0 1.04 1.04 1.04 SB 39 1813 38 0 1.04 1.04 1.04 MOVEMENT VOLUMES (VPH) PEAK HOUR FACTORS APP. ---------------------- LEFT THRU RIGHT RTOR ----------------- LEFT THRU RIGHT ---- ----- ---- EB ---- 15 ---- ----- ---- 40 42 0 ---- .85 .85 .85 WB 31 40 12 0 .85 .85 .85 NB 45 894 47 0 .90 .90 .90 SB 41 1886 40 0 .90 .90 .90 95- 598 "i HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /.BRICKELL AVE Page-2 SIGNAL SETTINGS - OPERATIONAL ANALYSIS CONTROL TYPE : SEMI -ACTUATED PHASING: MOVEMENTS SERVICED ---------------------------------------------------------------------- APP. 1 2 3 4 5 6 7 8 EB LTP WB LTP NB LTP SB LTP L=Left Turn;.T=Through; R=Right, no Peds; P=Right w Ped conflict ---=------------------------------------------------------------------ TIMING BY PHASE (SECONDS) 1 2 3 4 5 6 7 8 Green --- 11 --- --- --- --- --- 70 0 0 0 0 --- 0 --- 0 Yellow 3 4 0 0 0 0 0 0 All Red 1 1 0 0 0 0 0 0 DURATION OF PEDESTRIAN ONLY PHASE (SECS) 0 CYCLE LENGTH (SECS) 90 LOST TIME PER PHASE (SECS) 3.0 TRAFFIC AND ROADWAY CONDITIONS - ------------ AREA TYPE - CBD PERCENT HEAVY VEHICLES EAST WEST NORTH SOUTH LEFT THRU RIGHT LEFT THRU RIGHT ---- ---- ----- ---- LEFT THRU RIGHT LEFT THRU RIGHT ---- ----- 0 0 0 0 0 0 ---- ---- 0 2 ----- 0 ---- ---- 0 2 ----- 0 EAST WEST NORTH SOUTH CONFLICTING PEDESTRIANS/HOUR ---- 50 ---- 50 ----- 50 ----- 50 PLATOON ARRIVAL TYPE 3 3 3 3 PERCENT GRADE 0 0 0 0 CURB PARKING Y Y Y Y NUMBER OF PARKING MANEUVERS/HOUR 20 20 20 20 NUMBER OF BUSES STOPPING/HOUR 0 0 0 0 PEDESTRIAN BUTTON N N N N MINIMUM GREEN TIME FOR PEDESTRIANS 8ubrn121.Q:d0into tQ0jOublic 17.0 17.0 recor ,in onnec`• ri item on 9 5— 598 Walter 7oeman HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-4 **************************************************************************** SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR RR WR NR GR Cycle Length C, (sec) M Effective Green, g (sec) Number of Lanes, N Total Approach Flow Rate, Va (vph) Mainline Flow Rate, Vm (vph) Left -Turn Flow Rate, Vlt (vph) Proportion of LT, Plt .� Opposing Lanes, No Opposing Flow Rate, Vo (vph) Prop. of LT in Opp. Vol., Plto Sop= (1800*No) / (l+Plto ((400+Vm) / (1400-Vm)) ) Yo=Vo/Sop gu=(g-c*Yo)/(1-Yo) fs=(875-0.625*Vo)/1000 y P1=Plt (l+ (((N-1) *g) / (fs*gu+4.5)) ) gq=g-gu Pt=1-Pl t gf=2*Pt (1- (Pt**0.5gq)) /P1 E1=1800/(14.00-Vo) fm=gf/g+ (gu/g) (1/ (1+P1 (El-1))) + (2/g) (1+P1) ll flt= (fm+N-1) /N J J yU yU yU yU 12.000 12.000 72.000 72.000 2 2 1 2 114 97 1095 2186 114 97 1045 1399 18 36 50 46 .158 .371 1.000 .021 2 2 2 2 97 114 1399 1045 .371 .158 .021 .000 3135 3396 3316 3600 .031 .034 .422 .290 9.510 9.290 58.864 64.638 .814 .804 .001 .222 .313 .743 1.000 .101 2.490 2.710 13.136 7.362 .687 .257 .257 .899 1.640 .581 .000 5.766 1.381 1.4001800.000 5.070 1.063 .936 .056 .746 1.000 .968 .056 .873 Submitted into the pudic record in connect',atnx �it item tn-'*`'`-'-' can I �.�- "J�?itF:rlll 95- 598 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-5 =y===-=------------==-==CAPACITY v -ANALYSIS -WORKSHEET=-===__-__--__---__ s v/s g/C c X Lane Adj. Flow Adj. Sat. Flow Green Capacity v/c App. Group (vph) (vphg) Ratio Ratio (vph) Ratio EB * LTR 120 3408 .04 .13 454 .26 r,. WB LTR 102 3478 .03 .13 464 .22 :1 NB L 50 91 .55 .80 73 .68 TR 1097 2908 .38 .80 2326 .47 SB * LTR 2295 3175 .72 .80 2540 .90 * Critical Lane Group Sum(v/s)crit = .76 Xc = .81 Cycle Length, C = 90 Sec Lost Time Per Cycle, L = 6.0 Sec t LEVEL OF SERVICE WORKSHEET -- Delay 1 --- -- Delay 2- --- By Lane Group -- -Approach- X g/C di c d2 PF Delay Delay Lane v/c Green (sec Cap (sec Prog Lane (sec (sec App Grp. --- ---- Ratio Ratio /veh) ----- ----- ----- (vph) /veh) Fact Grp. /veh) LOS ----- /veh) LOS EB LTR .26 .13 26.6 ----- ---- ---- ----- --- 454 .1 1.00 LTR 26.7 D ----- --- 26.7 D ;r WB LTR .22 .13 26.5 464 .0 1.00 LTR 26.5 D 26.5 D 4 I 1 NB L 68 .80 3.0 73 15.0 1.00 L 18.0 C i 3.0 A TR .47 .80 2.2 2326 .1 1.00 TR 2.3 A Sa SB LTR .90 .80 4.9 2540 3.7 1.00 LTR 8.6 B 8.6 B CJ Intersection Cycle = 9� SC minted 7.9 B in"e the public Item recor l cnn.n .i h on b 9 _ Walla Foellrlan DII/ i 1t�r�t MICHELL AVE for Case: BRII5FP SE 15TH fiD HCH Sumary btiults BRICKELL BFC 1997 BG + PROJECT CLADS PH PEAK (F + PROJECT) Version 2.83 1888 I I X Delay 41 41 I I Lane v/s v!c (sec! j I I I A Groin Ratio Ratio veh) LOS 4 I I -pp 12 EB *LTR .04 .27 26.7 D i I All 26.7 D •-- 40 I I l I Ixi" 31 WB LTR .03 .22 26.5 D __------_--- - - - - - - All ZG.5 D 17 I Ifl KB L .55 .68 18.0 C I I 42 TR .38 .47 2.3 A I I t All 3.0 A I I 45 47 I I 89? SB *LTR .73 .91 8.9 B 1 2 i t 11 3 1 70 4 1 Intersect .76 .82 8.1 B Submitted into the public recur ) in j,conne I'an item^— on Wa,Ite F Lie n4 n City Cleric 95- 598 G HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-1 s IDENTIFYING INFORMATION EAST APPROACH: SE 15TH RD NORTH APPROACH: BRICKELL AVE WEST APPROACH: SE 15TH RD SOUTH APPROACH: BRICKELL AVE ANALYST: SAILENDRA.B ANALYSIS DATE: 04-05-95 ANALYSIS PERIOD: PM PEAK (F + PROJECT) CASE: ALT2P INTERSECTION GEOMETRY LANE LEFT TURN RIGHT TURN APPROACH OUTBOUND LENGTH ----POCKET--- ----POCKET--- APP. LANES LANES (FEET) LANES (FEET) LANES (FEET) EB 2 2 600 0 0 0 0 WE 2 2 600 0 0 0 0 NB 3 2 600 1 100 0 0 SB 2 2 600 0 0 0 0 MOVEMENTS SERVICED BY LANE AND LANE WIDTHS(FEET) LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 APP. MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH MOV. WIDTH ---------------------------------------------------------------- EB LT 12.0 TR 12.0 WE LT 12.0 TR 12.0 NB L 12.0 T 12.0 TR 12.0 � SB LT 12.0 TR 12.0 L - EXCLUSIVE LEFT TURN T - EXCLUSIVE THROUGH LT - LEFT TURN / THROUGH TR - THROUGH / RIGHT TURN LR - LEFT TURN / RIGHT TURN R - EXCLUSIVE RIGHT TURN =' LTR - LEFT TURN /.THROUGH / RIGHT TURN TRAFFIC VOLUMES ----------- CURRENT TRAFFIC VOLUMES (VPH) GROWTH FACTORS ------------------------------------------- 1R APP. LEFT THRU RIGHT RTOR LEFT THRU RIGHT E c 4 EB - -17 - 40 42 0 1.00 1.00 1.00 '�:' = C-� S 63 WE 31 40 12 0 1.00 1.00 1.00 a' cM 0 , NB 45 897 47 0 1.00 1.00 1.00 s ,L U SB 41 1888 41 0 1.00 1.00 1.00 "� cu U a a �n MOVEMENT VOLUMES (VPH) PEAK HOUR FACTORS c e� ---------------------------------- c APP. LEFT THRU RIGHT RTOR LEFT- THRU RIGHT Z-11. ---- ---- ---- -E EB 17 40 42 0 .85 .85 .85= w WE 31 40 12 0 .85 .85 .85(0 `- NB 45 897 47 0 .90 .90 .90 SB 41 1888 41 0 .90 .90 .90 ' 95- 598 � HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-3 VOLUME -ADJUSTMENT -WORKSHEET Peak Lane U v Current Mvt Mvt Group Lane Adj. "Vol Growth Vol Flow Lane Flow Util Flow Proportion App Mvt (vph) Factor (vph) PHF (vph) Grp. (vph) Lns Fact (vph) LT RT --- --- ----- ------ ----- --- ----- ---- ----- --- ---- ----- ---- ---- EB L 14 1.04 15 .85 18 LTR 114 2 1.05 120 .16 .43 T 38 1.04 40 .85 47 R 40 1.04 42 .85 49 WB L 30 1.04 31 .85 36 LTR 97 2 1.05 102 .37 .14 T 38 1.04 40 .85 47 R 12 1.04 12 .85 14 NB L 43 1.04 45 .90 50 L 50 1 1.00 50 1.00 .00 T 860 1.04 894 .90 993 TR 1045 2 1.05 1097 .00 .05 R 45 1.04 47 .90 52 SB L 39 1.04 41 .90 46 LTR 2186 2 1.05 2295 .02 .02 T 1813 1.04 1886 .90 2096 R 38 1.04 40 .90 44 --SATURATION FLOW ADJUSTMENT WORKSHEET Ideal S . Lane Lane Heavy Bus Area Right Left Adj. Lane Flow Width Veh Grade Pkg. Block Type Turn Turn Sat. App Group S Lanes f f f f f £ f f Flow w HV g p bb a RT LT vphg --- ----- ---- --- ---- ---- ----- ---- ---- ---- ---- ---- ---- EB LTR 2300* 2 1.000 1.00 1.000 .890 1.00 .900 .925 1.00 3408 WB LTR 2300* 2 1.000 1.00 1.000 .890 1.00 .900 .975 .968 3478 a� NB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .056 91 TR 1850* 2 1.000 .990 1.000 .890 1.00 .900 .991 1.00 2908 SB LTR 2300* 2 1.000 .990 1.000 .890 1.00 .900 .997 .873 3175 Submitted into the public recoitem onec i wir * Value set by useritem � �� on Walter =cernein Cit' C:;IrI -k 9 5 - 598 J y`1 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-2 SIGNAL SETTINGS - OPERATIONAL_ ANALYSIS - CONTROL TYPE : SEMI -ACTUATED ---------------------PHASING_-MOVEMENTS-SERVICED---------------------- APP . 1 2 3 4 5 6 --- --- --- --- --- 7 8 --- --- EB- LTP WB LTP n� NB LTP SB LTP L=Left Turn; T=Through; R=Right, no Peds; P=Right w Ped conflict } TIMING BY PHASE (SECONDS) ---------------------------------------------------------------------- 1 2 3 4 5 6 7 8 Green --- 11 --= --- --- --- --- 70 0 0 0 0 --- --- 0 0 Yellow 3 4 0 0 0 0 0 0 All Red 1 1 0 0 0 0 0 0 DURATION OF PEDESTRIAN ONLY PHASE (SECS) 0 l CYCLE LENGTH (SECS) 90 J LOST TIME PER PHASE (SECS) 3.0 TRAFFIC AND ROADWAY CONDITIONS AREA TYPE - CBD PERCENT HEAVY VEHICLES ---------------------- EAST WEST NORTH SOUTH LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT LEFT THRU RIGHT ---- ---- ----- ---- ---- ----- ---- ---- ----- ---- ---- ----- 0 0 0 0 0 0 0 2 0 0 2 0 CONFLICTING PEDESTRIANS/HOUR PLATOON ARRIVAL TYPE PERCENT GRADE CURB PARKING NUMBER OF.PARKING MANEUVERS/HOUR NUMBER OF BUSES STOPPING/HOUR PEDESTRIAN BUTTON MINIMUM GREEN TIME FOR PEDESTRIANS EAST ,.� WEST NORTH SOUTH ---- 50 ---- ----- 50 50 ----- 50 3 3 3 3 0 0 .0 0 Y Y Y Y 20 20 20 20 0 0 0 0 N N N N 20.0 20.0 17.0 17.0 Submitted into the public record onnec item cr, ' i it t 95 9 8 Walter ;aeman ('411 01c rl. J HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-3 VOLUME ADJUSTMENT WORKSHEET Peak Lane U v Current Mvt Mvt Group Lane Adj. Vol Growth Vol Flow Lane Flow Util Flow Proportion App Mvt (vph) Factor (vph) PHF (vph) Grp. (vph) Lns Fact (vph) LT RT --- --- ----- ------ ----- --- ----- ---- ----- --- ---- --- ---- ---- �EB L 17 1.00 17 .85 20 LTR 116 2 1.05 122 .17 .42 T 40 1.00 40 .85 47 R 42 1.00 42 .85 49 WB L 31 1.00 31 .85 36 LTR 97 2 1.05 102 .37 .14 T 40 1.00 40 .85 47 R 12 1.00 12 .85 14 NB L 45 1.00 45 .90 50 L 50 1 1.00 50 1.00 .00 T 897 1.00 897 .90 997 TR 1049 2 1.05 1101 .00 .05 R 47 1.00 47 .90 52 SE L 41 1.00 41 .90 46 LTR 2190 2 1.05 2300 .02 .02 T 1888 1.00 1688 .90 2098 R 41 1.00 41 .90 46 SATURATION FLOW ADJUSTMENT WORKSHEET Ideal s Lane Lane Heavy Bus Area Right Left Adj. {{ Lane Flow Width Veh Grade Pkg. Block Type Turn Turn Sat. I App Group S Lanes f f f f f f f f Flow w HV g p bb a RT LT vphg { --- ----- ---- --- ----- ---- ----- ---- ---- ---- ---- ---- ---- :rJ EB LTR 2300* 2 1.000 1.00 1.000 .890 1.00 .900 .927 1.00 3416 WB LTR 2300* 2 1.000 11.00 1.000, .890 1.00 .900 .975 .965 3467 NB L 1800 1 1.000 1.00 1.000 1.00 1.00 .900 1.00 .056 91 TR 1850* 2 1.000 .990 1.000 .890 1.00 .900 .991 1.00 2908 SB LTR 2300* 2 1.000 .990 1.000 .890 1.00 .900 .996 .871 3164 s * .Value set P3�Qiss�ei irliCl ii, ��r�i�liC record 1cc�r,r�ce item ._�rrr 95-- �1'dc':Iiic;r �o�rr,�rl 598 City Clerk J HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-4 **************************************************************************** SUPPLEMENTARY WORKSHEET FOR LEFT -TURN ADJUSTMENT FACTOR V M TAT T.TT] Q n Cycle Length C, (sec) Effective Green, g (sec) Number of Lanes, N Total Approach Flow Rate, Va (vph) Mainline Flow Rate, Vm (vph) Left -Turn Flow Rate, Vlt (vph) Proportion of LT, Plt Opposing Lanes, No Opposing Flow Rate, Vo (vph) Prop. of LT in Opp. Vol., Plto Sop= (1800*No) / (1+Plto ((400+Vm) / (1400-Vm)) ) Yo=Vo/Sop gu= (g-C*Yo) / (1-Yo) fs=(875-0.625*Vo)/1000 Pl=Plt (1+ (((N-1) *g) / (fs*gu+4 .5)) ) gq=g-gu Pt=1-P1 gf=2*Pt(1-(Pt**0.5gq))/P1 E1=1800/(1400-Vo) fm=gf/g+ (gu/g) (1/ (1+P1 (E1-1))) + (2/g) (1+P1) flt= (fm+N-1) /N 90 90 90 90 12.000 12.000 72.000 72.000 2 2 1 2 116 97 1099 2190 116 97 1049 1399 20 36 50 46 .17.2 .371 1.000 .021 2 2 2 2 97 116 1399 1049 .371 .172 .021 .000 3133 3376 3313 3600 .031 .034 .422 .291 9.508 9.226 58.842 64.598 .814 .803 .001 .219 .341 .745 1.000 .102 2.492 2.774 13.158 7.402 .659 .255 .255 .898 1.565 .581 .000 5.783 1.381 1.4021800.000 5.128 1.055 .931 .056 .742 1.000 .965 .056 .871 Submittod into the pl.,.)Hc Decor (�nnep lon w,! item V"v0.4"e Fonman City Clerk 95- 598 HCM/Cinema V2.03 ORGANIZATION: B and A Partners, Inc. ¢� BRICKELL BAY FRONT CLUB T. STUDY SE 15TH RD /BRICKELL AVE Page-5 **************************************************************************** CAPACITY ANALYSIS WORKSHEET v s v/s g/C c X Lane Adj. Flow Adj. Sat. Flow Green Capacity v/c App.- Group (vph) (vphg) Ratio Ratio (vph) Ratio EB * LTR 122 3416 .04 .13 455 .27 WB LTR 102 3467 .03 .13 462 .22 NB L 50 91 .55 .80 73 .68 TR 1101 2908 .38 .80 2326 .47 SB * LTR 2300 3164 .73 .80 2531 .91 * Critical Lane Group Sum(v/s)crit = .76 Xc = .82 Cycle Length, C = 90 Sec Lost Time Per Cycle, L = 6.0 Sec LEVEL OF SERVICE WORKSHEET - Delay 1 --- -- Delay 2 -- By Lane Group -- -Approach- - g/C di c d2 PF Delay Delay Lane v/c Green (sec Cap (sec Prog Lane (sec (sec App Grp. Ratio Ratio /veh) (vph) /veh) Fact Grp. /veh) LOS /veh) LOS --- ---- EB LTR ----- .27 ----- ----- .13 26.6 ----- ----- ---- ---- ----- --- 455 .1 1.00 LTR 26.7 D ----- --- 26.7 D " WB LTR ..22 .13 26.5 462 .0 1.00 LTR 26.5 D 26.5 D ,1 NB L .68 .80 3.0 73 15.0 1.00 L 18.0 C 3.0 A TR .47 .80 2.2 2326 .1 1.00 TR 2.3 A SB LTR .91 .80 5.0 2531 3.9 1.00 LTR 8.9 B 8.9 B Intersection Cycle = 90 8.1 B Submitted into the public ,^ item _ v�.< on 9 record �i�n�<�0nnl"ie 5 - 598 Wa r IL'i lii �:I tl APPENDIX B Arterial Level of Service Analysis Submitted into the publir, recor�Dfon nn*-e item Vt�arn:in City Cle'lic 95- 598 - -1 l Florida Department of Try.. dortation Arterial Level of Service Tables Based on the 1985 Highway Capacity Manual ART TAB Version 1.1 Date: 12-14-91 Developed -by: E.Shenk, D.McLood, W.McShane, and G.Brown DESCRIPTION ROAD NAME BRICKELL AVENUE PEAK DIRECTION: SOUTH Study Time Period: PM PEAK Analysis Date: APRIL 14, 1995 Number of Lanes: 4 LD AADT: 16320 User Notes'. FR OM 13 ST TO 15 RD EXISTING 95 CONOS TRAFFIC CHARACTERISTICS I' y: K FACTOR: ----Range---- 0.080 (0.06 - 0.20) D FACTOR: 0.530 (0.50 - 1.00) PHF: 0.950 (0.70 - 1.00) ADJ, SATURATION FLOW RATE: 1,850 (1400 - 2000) 90 TURNS FROM EXCLUSIVE LANES: 5 (0 - 100) ROADWAY CHARACTERISTICS URBAN, TRANSITIONING, OR RURAL ARTERIAL (U(r/R): U ARTERIAL CLASS: 2 (1, 2, or 3) FREE FLOW SPEED (mph): 35 (40,35,30,25) For Arterial Type and Class: Use Free Flow speed of. Rural 55, 50, 45, 40 or 35 Transitioning, Class 1 55, 50, 45, 40 or 35 Urban, Class 1 45, 40 or 35 Urban or Transitioning, Class 2 40, 35, 30 or 25 Urban, Class 3 35, 30 or 25 OTAL LENGTH OF ARTERIAL (mi): 0.27 MEDIANS (Y/N): Y LEFT TURN BAYS(Y/N) N SIGNALIZATION CHARACTERISTICS 'A' NO, SIGNALIZED INTERSECTIONS: 1 ARRIVAL TYP PEAK DIRECTION: 3 (1, 2, 3, 4,or 5) TYPE SIGNAL SYSTEM: 3 (1, 2, or 3) (1 =Actuated, 2=Pretimed, 3 = Semiactuated) SYSTEM CYCLE LENGTH (sec): 90 (60 - 160) ` �EIGHTED THRU MOVEMENT g/C: ,, 0.80 (0.20 - 0.80) sl PEAK HOUR PEAK DIRECTION VOLUME (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 1 N/A 1,230 1,420 1,510 1,560 2 N/A 2,600 2,930 3,050 3,120 3 N/A 4,000 4,440 4,620 4,670 4 N/A 5,390 5,980 6,160 6,230 PEAK HOUR VOLUME (BOTH DIRECTIONS) (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 2 N/A 2,320 2,680 2,850 2,940 4 N/A 4,910 5,530 5,750 5,880 6 N/A 7,540 8,380 8,710 8,820 8 N/A 10,160 11,280 11,620 11,760 AVERAGE ANNUAL DAILY TRAFFIC (AADT) (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 2 N/A 29,000 33,500 35,600 36,700 4 N/A 61,400 69,100 71,900 73,500 6 N/A 94,200 104,700 108,900 110,200 B. N/A 127,100 141,000 145,200 147,000 N/A means the level of service is not achievable Peak hour peak direction thru/right V/C ratios for full hour) Level of Service LANES A B C D E 1 N/A 0.79 0.91 0.97 1.00 2 N/A 0.84 0.94 0.98 1.00 3 N/A 0.86 0.95 0.99 1.00 4 N/A 0.86 0.96 0.99 1.00 c` W record i conneC lon WI' item 1 I on' 5Walter Foeman City Cleric J 6 a e P Florida Department of Trz ..ortation Arterial Level of Service Tables Based on the 1985 Highway Capacity Manual ART TAB Version 1.1 i Date: 12-14-91 Developed by: E.Shenk, D.McLeod, W.McShane, and G.Brown DESCRIPTION ROAD NAME BRICKELL AVENUE PEAK DIRECTION: SOUTH a Study Time Period: PM PEAK i4 Analysis Date: APRIL 14, 1995 Number of Lanes: 4 LD AADT: 16320 User Notes: FR OM 15 RD TO 13 ST EXISTING 95 CONDS TRAFFIC CHARACTERISTICS ----Range--- I_} K FACTOR: 0.080 (0.06 - 0.20) 1 D FACTOR: 0.530 (0.50 - 1.00) PHF: 0,950 (0.70 - 1.00) j ADJ. SATURATION FLOW RATE: 1,850 (1400 - 2000) % TURNS FROM EXCLUSIVE LANES: 30 (0 - 100) ROADWAY CHARACTERISTICS URBAN, TRANSITIONING, OR I yy RURAL ARTERIAL (U(T/R): U I ARTERIAL CLASS: 2 (1, 2, or 3) FREE FLOW SPEED (mph): 35 (40,35,30,25) II I For Arterial Type and Class: Use Free Flow speed of: ` ttt Rural 55, 50, 45, 40 or 35 I, Transitioning, Class 1 55, 50, 45, 40 or 35 Urban, Class 1 45, 40 or 35 Urban or Transitioning, Class 2 40, 35, 30 or 25 ,, Urban, Class 3 35, 30 or 25 '"'TOTAL LENGTH OF ARTERIAL (mi): 0.27 MEDIANS (Y/N): Y LEFT TURN BAYS(YIN) Y SIGNALIZATION CHARACTERISTICS J. NO. SIGNALIZED INTERSECTIONS: 1 RRIVAL TYP PEAK DIRECTION: 4 (1, 2, 3, 4,or 5) TYPE SIGNAL SYSTEM: 3 (1, 2, or 3) 0 =Actuated, 2 = Pretimed, 3 = Samiactuated) SYSTEM CYCLE LENGTH (sec): 90 (60 - 180) �EIGHTED THRU MOVEMENT g/C: 0.61 (0.20 - 0.80) PEAK HOUR PEAK DIRECTION VOLUME (includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A 8 C D E LANES 1 N/A 980 1,390 1,520 1,610 2 N/A 2,020 2,910 3,120 3,220 3 N/A 3,080 4,460 4,730 4,840 4 N/A 4,170 6,000 6,310 6,450 PEAK HOUR VOLUME (BOTH DIRECTIONS) (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 2 N/A 1,850 2,630 2,860 3,040 (� 4 N/A 3,810 5,490 5,890 6,080 6 N/A 5,810 8,410 8,930 9,130 8 N/A 7,860 11,330 11,910 12,170 AVERAGE ANNUAL DAILY TRAFFIC (AADT) (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 2 N/A 23,100 32,900 35,800 38,000 4 NIA 47,700 68,600 73,700 76,000 6 N/A 72,600 105,100 111,600 114,100 8 N/A 98,200 141,600 148,800 152,100 N/A means the level of service is not achievable Peak hour peak direction thru/right V/C ratios for full hour Level of Service LANES A B C D E 1 N/A 0.61 0.86 0.94 1.00 2 N/A 0.63 0.90 0.97 1.00 3 N/A 0.64 0.92 0.98 1.00 4 N/A 0.65 0.93 0.98 1.00 -�g1hM1jfnrj into 41, r recordd i , connec 1 11 wit ' item . on . "Taller Oernan . City Cleri( 95- 598 aq I ,s� Florida Department of Tra.._,,ortation Arterial Level of Service Tables Based on the 1985 Highway Capacity Manual ART TAB Version 1.1 Data: 12-14-91 Developed by: E.Shenk, D.McLeod, W.McShane, and G.Brown DESCRIPTION ROAD NAME BRICKELL AVENUE PEAK DIRECTION: SOUTH Study Time Period: PM PEAK Analysis Date: APRIL 14, 1995 I Number of Lanes: 4 LD AADT: 17100 User Notes: FR OM 13 ST TO 15 RD IFUTURE BG+P CONDS TRAFFIC CHARACTERISTICS { :� K FACTOR: ----Range---- 0.080 (0.06 - 0.20) D FACTOR: 0.530 (0.50 - 1.00) I PHF: 0.950 (0.70 - 1.00) ADJ. SATURATION FLOW RATE: 1,850 (1400 - 2000) % TURNS FROM EXCLUSIVE LANES: 5 (0 - 100) ROADWAY CHARACTERISTICS URBAN, TRANSITIONING, OR RURAL ARTERIAL (U/T/R): U ARTERIAL CLASS: 2 (1, 2, or 3) IFREE FLOW SPEED (mph): 35 (40,35,30,25) For Arterial Type and Class: Use Free Flow speed of: Rural �. 55, 50, 45, 40 or 35 Transitioning, Class 1 55, 50, 45, 40 or 35 Urban, Class 1 45, 40 or 35 I�) Urban or Transitioning, Class 2 40, 35, 30 or 25 Urban, Class 3 35, 30 or 25 1_ TOTAL LENGTH OF ARTERIAL (mi): 0.27 MEDIANS (Y/N): Y LEFT TURN BAYS(Y/N) N SIGNALIZATION CHARACTERISTICS NO. SIGNALIZED INTERSECTIONS: 1 RIVAL TYP PEAK DIRECTION: 3 (1, 2, 3, 4,or 5) TYPE SIGNAL SYSTEM: JR 3 (1, 2, or 3) (1 =Actuated, 2 = Pretimed, 3 = Semiactuated) SYSTEM CYCLE LENGTH (sec): 90 (60 - 180) I /EIGHTED THRU MOVEMENT g/C: 0.80 (0.20 - 0.80) PEAK HOUR PEAK DIRECTION VOLUME (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 1 N/A 1,230 1,420 1,510 1,560 2 N/A 2,600 2,930 3,050 3,120 3 N/A 4,000 4,440 4,620 4,670 4 N/A 5,390 5,980 6,160 6,230 PEAK HOUR VOLUME (BOTH DIRECTIONS) (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 2 N/A 2,320 2,680 2,850 2,940 4 N/A 4,910 5,530 5,750 5,880 6 N/A 7,540 8,380 8,710 8,820 8 N/A 10,160 11,280 11,620 11,760 AVERAGE ANNUAL DAILY TRAFFIC (AADT) (Includes vehicles in exclusive turn lanes) 3.704 Intersections per mile Level of Service A B C D E LANES 2 N/A 29,000 33,500 35,600 36,700 4 N/A 61,400 69,100 71,900 73,500 6 N/A 94,200 104,700 108,900 110,200 8 N/A 127,100 141,000 145,200 147,000 N/A means the level of service is not achievable ij Peak hour peak direction thru/right V/C ratios for full hour] j Level of Service LANES A B C D E 1 N/A 0.79 0.91 0.97 1.00 2 N/A 0.84 0.94 0.98 1.00 3 N/A 0.86 0.95 0.99 1.00 4 N/A 0.86 0.96 0.99 1.00 Submitted into „1n public rec.ora cc;lr� j o(� WIt Item 1 on . �'� VValter F-oem an 9 5 "' S �1 r" My Clerk J fx S�s7� rc j APPENDIX MOLE SPLIT CALCULATIONS > Qnbmitted into the pt t fic fec()rd L� C Gi111[z•"'t Item I on Wailer City Cleric MODE SPLIT CALCULATIONS The proposed development is within 5-minute walkable distance from the metro -mover station and also Metrobus stop. As the study area is within Central Business District and served with extensive transit a mode split of 15% is used for calculating vehicle trips that are generated from the development Vehicle trips from the development (From ITE Trip Generation Manual) = 175 Person Trips from the development = 175 * 1.4 = 245 (1.4 = Vehicle Occupancy Rate) Assumed Mode split = 15% Transit Person Trips = 245*0.15 = 38 Highway Person Trips = 245*0.85 = 208 Highway Vehicle Trips = 208/1.4 = 150 (1.4 = Vehicle Occupancy Rate) So 150 Vehicle Trips are assigned to the study area roadways for the traffic analysis Submitted into tl'Re public recor item1_�_ �, .t:_ 9 5 598 Vvl.r.f?er . UG.iil,Fl J TAB 3 Ij BRICKELL BAYFRONT CLUB SITE UTILITY STUDY Prepared for Terremark, Brickell, Ltd. by BERMELLO, AJAMIL & PARTNERS, INC. 2601 South Bayshore Drive Suite 1000 Miami, Florida 33133 (305) 859-2050 April,1995 Submitted into the public record Conner, i th item on� .- WaliC l Foe irnan City Clerk 95- 598 4 13RICKELL BAYFRONT CLUB SITE UTILITY STUDY I. Drainage A. Drainage Area The site which is located East of Brickell Avenue has approximately 246 feet of frontage on S.E. 14th Street. It consists of a total of 1.54 Acres. After development, approximately 85% of the site will be impervious areas and approximately 15% of the site will remain as pervious areas. The storm water discharge will consist primarily of building roofs, driveways and landscape areas run- off. The coefficient of run-off is arrived at as follows: 0.85 (impervious) x 0.90 = 0.765 +0.15 (pervious) x 0.30 = 0.045 overall coefficient 0.810 B. Existing Drainage System The City of Miami presently maintains a roadway drainage system for both S.E. 14th Street and S.E. 14th Terrace. However because this site is undeveloped, it does not contribute any significant amount of stormwater run-off to either street. The existing roadway systems are of sufficient capacity to handle the present conditions. C. Proposed Drainage System The primary drainage system of this building will consist of drainage wells which will allow the stromwater runoff to be fully contained on -site. No off -site runoff is anticipated from this building. It is anticipated that two drainage wells will be sufficient to handle the run-off (See Table 1 for drainage calculations). The stromwater will be collected thru a system of catch basin inlets and transported by pipes to the well locations. The wells will allow the stormwater to flow into the Biscayne Aquifer. The wells will be designed to handle the stromwater runoff and tested for capacity as they are installed. Runoff from driving surfaces such as driveways and parking areas will be diverted tluu detention structures which will capture the oils and greases prior to flowing into the wells. Submitted into the public recor annec : r3 Itf 6tem_on Walter =re pan 5 _ 598 City Clerk Table 1 Drainage Calculations Runoff Generations 1. Total Gross Area 1.54 Acres a. Impervious 85% or 1.31 Acres b. Pervious 15% or 0.23 Acres 2. Average Runoff Coefficient (.85) (.9) + (.15) (.3) = 0.81 3. Design Storm 5 years 4. Time of Concentration 10.00 min 5. Rainfall Intensity 6.10 in/lir 6. Peak Runoff (Q) = CiA (.81) (6.10) (1.54) = 7.61 CFS Assume each 24" diameter drainage well flows at 650 gpm per foot of head - using 3 feet of head: 3 x 650 gpm = 1,950 gpm per well 1,950 gpm = 4.31 CFS (Peak runoff 7.61 CFS = 1.76 Wells (Flow per well) 4.31 CFS Provide 2 - 24" diameter wells Detention Tank: Providing 1 1/2 minute detention time of storage in tank. Volume of tank required to handle 1,950 gpm for 1.5 min. 1,950 gpm x 1.5 min = 2,925 gal/tank or 391 Ft' each. Provide 2 tanks each with the following interior dimensions: 6' (width) x 7' (height) x 10' (length) = 420 Ft' Provide 2 tanks w/420 FT' volume each Submitted into the ptabiir recor co,irie F'�'r�-a�.l�� item Oil VVaitar "s;crnar► city 95- 598 f�rJ II. Water Distribution The Miami Dade Water and Sewer Department owns and operations a 20 inch water main located in Brickell Avenue. The developers of this project will install new 12-inch water -� mains along both 14th Street and l4th Terrace, from the 20 inch main to the East boundary of their property. 7 The water connections to serve the building will be done from the new 12-inch main on 14th Street at the rear of the building. The connections will consist of fire line supply, domestic water and irrigation water. No on -site wells are planned for this project. I The calculations for anticipated water volumes required for this project are shown below, in Table 2. ' Table 2 Water Volumes I ' Residential Apartments 297 Apts. @ 200 G.P.D/Apt. 59,400 gal. Business/Commercial 4896 Ft2 @ 10 G.P.D./100 Ft2 489 gal. _j 59,889 gal. Total flow demand 60,000 G.P.D. III. Sanitary Sewer The Miami Dade Water and Sewer Department owns and operates a 10 inch and a 15 inch gravity sewer lines along S.E. 14th Street. It is anticipated that a single gravity connection to the 15 inch line will be sufficient to serve this project. No pump station will be built on - site to serve the project. Table 3, below, shows the anticipated sewage flow calculations. Table 3 Sewage Flows Average Flow (from Table 2) Average Flow Peak Flow 42 x 3.5 60,000 G.P.D. 42 G.P.M. 147 G.P.M. Submitted into the public recorMon unc,r,�i ,n uv'th item Walti_ r -cyA,r��an 95- 598 J 1V. Solid Waste Generation Solid waste generated by this project will be collected in standardized on -site containers for refuse and recyclables. Regular pick-up service will be provided by either private hauling companies and/or The City of Miami Solid Waste Department, who will transport the waste to Metro -Dade County's Disposal or Recycling facilities. The projected volumes of solid waste generation are shown in Table 4, below. i able 4 Solid Waste Generation Residential Apartments 297 Apts. @ 81bs./Day Business/Commercial 4896 Ft' @ 4 lbs/100 Ftz/day Total Solid Waste Generation FA/oeABricke11.Stu = 2,376lbs. = 195 lbs 2571 (1.29 tons per day) Submitted into the public recor orin, , sMr 'h Item on ,. VValitre * Foeman City Clerk 95- 598 TAB 4 BRICKELL BAYFRONT CLUB REPORT ON THE ECONOMIC AND TAX BENEFITS TO THE CITY OF MIAMI Prepared for Terremark, Brickell, Ltd. by SHARPTON, BRUNSON & COMPANY, P.A. One Southeast Third Ave. Suite 2100 Miami, Florida 33131 (305) 374-1574 April,1995 ,A Submitted into Vic public recc)r ornet, itern t-Y on tC'1 Waiter'Foom'M City Clerk 95- 598 BRICKELL BAYFRONT CLUB ECONOMIC IMPACT ANALYSIS TABLE OF CONTENTS PAGE SUMMARY OF BENEFITS 1 INTRODUCTION, OBJECTIVE AND DEFINITIONS Introduction 3 Objectives 3 Definitions of Economic and Tax Impact 4 Measures of Economic Impact 5 Description of Results 6 THE PROJECT OVERVIEW 7 DISCUSSION OF THE RESULTS OF THE ANALYSIS Impact Indicators 8 Results of Indicators 8 Impact of Construction 9 Impact of Ongoing Operations 9 Impact on Local Tax Revenues 9 DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR Employment 10 Wages 11 Output 12 Local Taxes 13 OTHER CONSIDERATIONS Public Sector Cost 15 Impact Fees 15 SUMMARY AND CONCLUSIONS 16 EXHIBITS 1 17 Submitted ir3t:o the public recorAff 'n1lecli mn luit Itemort 1 Fr- 9 5 - 598 Waltar .:oeman `,_. City Clerk BRICKELL BAYFRONT CLUL SUMMARY OF BENEFITS Significant Community Benefits: • Jobs Wages • Taxes Frx Economic Activity Resident and Visitor spending impacting to Local Businesses: • Food • Recreation/Entertainment "j Transportation J • Retail Submitted into the public recur cor�ce '�ia, item. on walte i-oernan City Clerk 1 95- 598 BRICKELL 13AYFRONT CLUL SUAL' IARY OF ECONOMIC IMPACT (BENEFITS) The following table summarizes the economic impact of the Brickell Bayfront Club development: Construction Period Impact Annual ecuren Economic Activity Stimulated: Output $37,886,894 $1,327,281 Taxes 1,333,146 799,887 Wages 7,666,000 500,000 Total $46,886,040 $2,627,168 Jobs created 111 1 18 2 Eiubrr'ritfc�d ir:o tl;� 1)t4;3lrs� recor itemI ' 'riiuiie; :offfrnctn City Clerk 95- 598 BRICKELL BAYFRONT CLUB INTRODUCTION, OBJECTIVES AND DEFINITIONS Submitted into tho recorline public item (coo public Walter F%oej ClfY Clerk 95- 59R, J BRICKELL BAYFRONT CLUL INTRODUCTION, OBJECTIVES AND DEFINITIONS Introduction This document represents an in-depth economic and tax benefits analysis of the development and 'RI operation of a modern apartment complex located at 185 S.E. 14th Terrace, Miami, Florida (the Project). The Project is 297 rental units in a 29 story building. There will be 22 typical Y apartment floors (8th thru 29th) consisting of 13 units per floor. The 7th floor, which is the Recreational Deck, consists of 11 units, a Fitness Center, the Pool and its surrounding amenities. ` There are 5 floors of parking (Second Floor to 6th Floor). The Ground Floor also contains the lobby, Business Center, and commercial spaces. The site contains 1.54 gross acres. s This analysis encompasses the entire Project and estimates the economic and tax benefits for both the development and operational phases of the project. i Objectives The objective of this analysis is to provide information on the various benefits created by the Project and to prepare an estimate of such benefits to Miami, Florida (the City). Our analysis is based on an economic model which estimates economic and tax impacts of various j projects on a designated area. The model is specifically tailored to the economy of The City of j Miami. Definition of Economic and Tax Impact The construction and subsequent operation of the Project will create important benefits within Greater Miami. These benefits include new income, new jobs, new tax revenues and new economic activity impacting upon every sector of the local economy. Moreover, through the multiplier effect of respending and reinvesting, indirect economic benefits are added to the direct zW benefits brought about by initial construction expenditures and the expenditures from ongoing operations. Submitted into the, pus He i tee rd1Looen itl,� 9 5 — 598 A 3 1lValfer oemc n City Clerk BRICKELL BAYFRONT CLUB r INTRODUCTION, OBJECTIVES AND DEFINITIONS Direct and Indirect Effects The total economic impact of public and private projects and policies on a region do not end with the impact from the initial construction expenditures; the continued benefits to the local economy must also be considered. Salaries to firms furnishing construction materials and services is =' subsequently converted into employee salaries, material purchases, investment in plant and equipment, savings, profits, purchases of services, and a variety of other economic activities. Income to laborers is subsequently respent for purchases of food, housing, transportation, entertainment, education, medical and dental services, clothing, personal services, and a wide j variety of other goods and services. Income to governmental units is respent as salaries, purchases, and support of a variety of programs, including education, transportation, and social services. In turn, individuals, firms, and governments furnishing these goods and services again spend their income for more purchases, salaries, investments, and savings. In this manner, indirect benefits result each time the initial sum is respent, and the additional sum available in the local economy induces further job creation, business development and savings. Quantification of these indirect benefits has been the object of considerable economic study. ,J Because economic relationships are so complex in our modern society, no single area or political unit is a completely self-contained economic unit. Therefore, purchases from other areas and political units are necessary, and goods and services are exported in return. As purchases are made from other units, some of the benefits of economic respending are lost to the local economy. Ultimately, a smaller and smaller portion of the initial sum would remain, until, after several rounds of respending, an insignificant sum is left. The indirect effects can be viewed as a set of "ripples" in the economy. Indirect, like direct, resources require labor, materials, equipment and services for their production to induce further job creation and spending of wages. .] 13ubmitted into the public- record corinert'c it 9 "� - 5 itemort 4 Vddlter -oemon City Clerk I BRICKELL BAYFRONT CLUL INTRODUCTION, OBJECTIVES AND DEFINITIONS i The "ripple" impact of the indirect effect multiplies the original impact of the purchase. The common measure of the magnitude of the "ripple" effect is called a multiplier. A multiplier measures the total magnitude of the impact on each particular economic indicator as a multiple of the initial, direct effect. For instance, a multiplier of " 1 " would signify no "ripple" effects as the total impact was 1 times the initial impact, while a multiplier of "2" would imply that the total impact was 2 times the direct effect. The actual magnitude of a multiplier depends on the likelihood the goods and services purchased in a region would be produced in, or provided from the region. The model we used to estimate the total economic impact incorporates a multiplier developed by utilizing past consumption and production patterns in The City of Miami. Measures of Economic Impact Various measures can be used to indicate the impact of a policy or project on a region. Specifically, for this study, they are the changes (increases) in local employment, wages, tax revenue and output that result. Definitions of these measures are as follows: • Employment is measured in full -time -equivalent jobs. • Wages include wages, salaries, and proprietors income only. They may include non -wage compensation, such as pensions, insurance, and other fringe benefits. Wages are assumed to be expended by households in the area at which the wage- a1 earner resides. • Local Taxes include additional revenues from both ad valorem and non ad valorem assessments. S Submit ed into the public recar Donne E�so,"� � �ltt item tl ll l � l $ Waited Foenian City Cleric BRICKELL BAYFRONT CLUL INTRODUCTION, OBJECTIVES AND DEFINITIONS Measures of Economic Impact(Continued) + Direct Expenditures include those sums expended for land acquisition, site preparation and all hard and soft costs associated with the project. • Indirect Expenditures are those sums expended within the local economy as a result of the "ripple" effect described above. • Output describes total economic activity, and is essentially equivalent to the sum of direct and indirect expenditures (exclusive of wages and taxes). Description of Results For the purpose of describing the total economic benefits of the Project, the related expenditures have been broken into two categories: (1) Development (2) Operational Developmental expenditures include those expenditures related to the design and construction phase of the Project and related amenities. Operational expenditures are those expenditures incurred in connection with the ongoing operation of the apartment complex. 0 Subrrri#led into ;���, pr�fi3tt, recurWon ur?rrrc;ttt, ooc�rrs tiv� r7 iteme wal , i-,�a City Cieri< 95- 598 J BRICKELL BAYFRONT CLUB THE PROJECT OVERVIEW 8(jt7mitted into rl9c0r��'Onn' 17i� Public 46m tonne on 4-1 W,al ter Fo'?Man city cfellr 95- 598 J f BRICKELL BAYFRONT CLUB PROJECT OVERVIEW The Project The proposed Project is a 297 unit modern apartment complex located on a 1.26 net acre parcel at 185 S.E. 14th Terrace. The site contains 1.34 gross acres. Construction is expected to '71 continence in January of 1996. The construction period is expected to be 18 months. Occupancy of the constructed units is expected to begin no later than December 31, 1998. i it t- 1 f ;a.rl t t f` :awl f Submitted into the public recor i comiecti r� vitt t * item on !Mk Walter Foes man 04 Cleric 95- 598 YP 7 A BRICKELL BAYFRONT CLUB DISCUSSION OF THE RESULTS OF THE ANALYSIS Submitted into tht, public recor�cannecti n 't Item r 11 on Walter Foreman City Clerk 95- 598 BRICKELL BAYFRONT CLUB DISCUSSION OF THE RESULTS OF THE ANALYSIS Impact Indicators We measured the project's impact on four commonly -used indicators of economic activity. Those indicators are: • Jobs • Wages • Total output • Local taxes Results of Indicators The economic indicator most commonly measured, and publicly reported on to gauge the economic impact of a public project is output. The impact of a project on the indicator uo tRut is often referred to as the project's economic impact. Exhibits I - III detail the Project's direct and indirect impact on the above economic indicators for Greater Miami. A summary of such impact follows: Development, One -Time Employment Wages Output Taxes Total Direct Indirect 111 $7,666,000 $20,109,000 17,777,894 $1,333,146 $29,108,146 17,777,894 Total Development Impact Ill $7,666,000 $37,886,894 $1,333,146 $46,886,040 Operational Annual Direct Indirect 18 $500,000 $674,980 652,301 $799,887 $1,974,867 652,301 Total Operational Impact 18 $500,000 $1,327,281 $799,887 $2,627,168 Submitted Infix p+.hlic tecor i con��ec`i t,iyt. Item on Walter oeman City Clerk 95- 598 8 J BRICKELL BAYFRONT CLUB „" DISCUSSION OF THE RESULTS OF ANALYSIS Impact of Construction: The approximately $20 million for site preparation and construction expenditures within Greater Miami would create approximately 111 new full time equivalent jobs with the maximum number of 236 workers employed during peak periods. The workers will earn approximately $7.6 million { in wages. These jobs will primarily be in the construction, transportation and related service ! industries. As can be seen in the above chart, spending for site preparation and project construction would result in a total estimated impact of $45.5 million dollars. This impact consists of the effects of both the direct site preparation and project construction expenditures, including wages, and the multiplied effects of resulting indirect benefits. Impact of Ongoing Operations As a result of the on -going operation of the 297 unit apartment complex, Greater Miami will gain approximately 18 new, permanent, full-time equivalent jobs. The workers who obtain these positions will earn approximately $500 thousand annually. The total expenditures for the Project's operations will provide a new, permanent impact of $1.8 million annually to the City's economy. This impact consists of the effects of the direct expenditures from the maintenance and security of residential units as well as the multiplied effects of such spending thus creating indirect benefits. Impact on Local Tax Revenues As a result of the construction and operation of the Project, various state, county, and city governments and agencies would gain a one-time tax revenue increase of $1.3 million and an tss estimated annual tax benefit of $.8 million. The specific entities receiving these tax revenues are shown on page 14. Submitted into the purl!c record onnert, ion vltl'i (tern on 95- 9 Walter Fc),,)r pan 5 8 City Cl rk I BRICKELL, BAYFRONT CLUB DISCUSSION OF RESULTS BY ECONOMIC INDICATOR Submitted inlo tho-, public recorl r) wnnecd n, Wit itern . TL' o n Walley -Or-ill,15M 95- 598 ~l BRICKELL BAYFRONT CLUL t . DISCUSSION OF RESULTS BY ECONOMIC INDICATOR Our analysis of the economic and tax benefits of the Project was done by each major phase of the project. We identified the major phases to be development and operations. This analysis determines the economic benefits to The City of Miami by identifying such benefits for each of the phases. The effect on economic indicators used to measure benefits (employment, wages, output and taxes) were computed for each phase. Employment Employment is one of the most important economic benefits of the development. It is one of the most accessible and direct benefits for The City of Miami residents and is a primary means by which development, operations and maintenance expenditures generate indirect economic benefits. A portion of this employment occurs on -site in the form of short-term development and marketing activity, and a portion is longer term employment derived from on -going operations. Further employment is generated off -site by expenditures of the tenants in area businesses. „1 Additional on -site employment is a result of the on -going management of the apartment complex. As can be seen in Exhibit 1, total short term (Developmental) employment will average 111 employees over a two year period and the total on -going employment will average 18. The total on going positions can be summarized as follows: �J ` Management �v) Security/Police • Parking • Maintenance and Clean -Up SSubinittecl into il?c? public recur correct 1 vdit item all Vlaiter Foeman City Clerk 95- 598 �i 10 BRICKELL BAYFRONT CLUL' DISCUSSION OF RESULTS BY ECONOMIC INDICATOR From statistical data obtained from the Tourism Department, residents spending in The City of Miami is classified into various expenditure categories. These include: Y Eating/Drinking Grocery • Auto Rental Other Transportation Service Station • Recreation 0 Retail Although it is known that these expenditures will be made, in the interest of conservatism, we did not include same in this report. We took this approach because we believe it would be difficult to contend that a majority of the occupants of this Project will come from out of town rather that other parts of the city or county. Wages The computation of wages are a direct by-product of employment. As discussed in the above section, both on -site and off -site jobs are created. These jobs were both temporary and permanent in nature. To compute the wages associated with the new employment we started with budgeted data directly related to the development and operations of the Project. Employment created, such as construction related employment, was obtained directly from construction estimates. These numbers were tested for reasonableness. Submitted into the Public recor onnect' With item on 1 70 Walter Foeman City Clerk 95- 598 11 ^� BRICAELL BAYFRONT CLUL DISCUSSION OF RESULTS BY ECONOMIC INDICATOR Output Total output generated as a result of the development and operations of the Project is caused by the following type of expenditures. • Developer cost expended in Miami (100%) • Annual operational expenditures of Management Company • New spending in Greater Miami by residents, visitors, employees and business owners Exhibit 2 shows a summary of the development cost expended in Greater Miami and of operational expenditures made in relation to the on -going maintenance of the Project. To incorporate the impact of dollars being respent and/or reinvested in The City of Miami, a multiplier was applied to total direct output. A multiplier of 1.9664 was used to detennine total direct and indirect output created by the Project. The multiplier was obtained from the Dade County Planning Department. We tested the reasonableness of the multiplier used by comparing it to both economist and the South Florida Regional Planning Council. Direct output from the development phase of the Project is primarily a result of developer costs. This cost consist of land acquisition and site preparation, soft cost and hard cost which includes construction. To determine the total direct output we determined what development cost specifically was expected to be or had been spent in Greater Miami. To incorporate the effect of respending and reinvesting in Greater Miami we applied a multiplier to the total direct output. This created total output created from the development phase of the Project. This multiplier indicates that for every $100 spent in Greater Miami another $96.64 will be respent or reinvested in Greater Miami. Total direct output exclusive of wages during the development phase is $20,109,000. Total i indirect output created by the direct respending in Greater Miami is $17,777,894. Thus total f Greater Miami Output from the development of the Project is $37,886,894. f Submitted into tho public recor!gLconne 'item on�'361�'9 5 — 5 9 8 12 Wafter 1'oernan City Cle: rk BRICKELL BAYFRONT CLUI, DISCUSSION OF RESULTS BY ECONOMIC INDICATOR The final component of output results from the direct operating expenditures of the apartment W1 units and the indirect benefits created as a result of the multiplier effect on direct output. The Developer provided us with an annual operating budget for the apartment complex. An overall assumption was made that all expenditures would be spent initially in The City of Miami. The total operating expenditures incorporate all estimated expenses of operation of the apartment complex except for wages. The impact of wages was measured separately as an economic indicator. To incorporate the potential respending and reinvesting in Greater Miami, the multiplier effect was measured. By applying a multiplier of 1.9664 to the total direct output from operating expenditures, we determined total output (direct and indirect) from on -going operating expenditures. Total direct output created from operating expenditures is $6 4,980. Total indirect output created from operating expenditures is $652,301. Total output created from ongoing operations is $1,327,281. Local Taxes A key and significant benefit generated from the development and operation of the Project is taxes. Several types of tax revenue will be generated from this project including both ad valorem and other taxes. Specific ad valorem taxes include real and personal property taxes. Other taxes include occupational taxes, resort taxes and community development taxes. bubmitted into thf:, public rocor i � connoct' q�1� ifi item on 1 Walter oc�;r�an city CloiK 13 95- 598 BRICKELL BAYFRONT CLUB DISCUSSION OF RESULTS BY ECONOMIC INDICATOR New real property taxes will be assessed on the Project. The assessment is based on a predetermined millage rate being applied to the taxable value of the real property. We computed real property taxes for the development phase based on the cost of the development of the project. This assessment base is very conservative since tax on real property typically is assessed on appraised values and not cost. Cost was used in the place of an estimated appraisal for conservatism. The basis for ongoing taxes is also overall cost. The millage rate was obtained from the County Tax Collectors office relative to the Project's location. Exhibit V shows the tax computation. The total development phase real property taxes, are expected to be $1,333,146 and the real property taxes expected to be generated annually are $799,887. Total ad valorem taxes assessed by Dade County are allocated based on mileage rates to certain governmental entities. Listed below is the allocation of projected tax revenue. Annual One -Time City Operating $246,822 $411,371 Schools 244,341 407,235 County Operating 186,489 310,815 Debt Service - City 54,149 90,249 Debt Service - County 21,007 35,011 South Florida Water 12,779 21,298 Library Operating 8,819 14,699 School Debt Service 21,650 36,083 Florida Inland Navigation 1,260 2,100 Environmental Projects 2,571 4,285 Total $799,887 $1,333,146 Although not quantified, Greater Miami, through its receipt of allocated state sales taxes will receive an additional benefit as a result of the development and operation of the project. , ubinitted into tru public recor `'r�llcorir.e rn cti �— iteon 9 5— 598 14 Walter Foernan City Clerk r- I BRICKELL BAYFRONT CLUB OTHER CONSIDERATIONS yy' Walter FOeman City Clerk 95- 598 ' BRICKELL BAYFRONT CLUB OTHER CONSIDERATIONS Public Sector Costs Given that a community has embarked on economic development which could involve increases in permanent residents, a major concern is the proper balance between the public sector revenues and the cost associated with the various forms this development may take. Public policy might seek to enhance development with beneficial net effects on the public sector, or at least avoid development having clearly adverse effects. Some of the costs that must be considered are required increases in the following: • Public Safety (police and fire) • Highways • Health and Environmental Services 0 Parks and Recreation • Capital Improvements (Infra structure) • Schools The objective of this report is not to measure the potential increases in public sector costs that may result from the development and operations of this project. Nor was this report's objective to compare the fiscal benefits with cost that may result from this project. Therefore we will not Jattempt to quantify such factors. We did feel it was necessary to make mention of certain J potential fiscal costs that must be considered. IImpact Fees A very significant factor in measuring the economic impact on a specific region of a project are impact and other required development fees. When a development occurs in the region being measured (Miami), specific fees must be paid to the region within which the development is to occur. A summary of the fees are listed below: • City of Miami Developmental Impact Fee • Administrative Fee • City of Miami Developmental Impact • Building Permit Fee lDade County Roadway Impact Fee Other Fees • Installation Energy Fee i IAJ For the of this economic impact purpose pact analysis, fees are included as a part of the direct development cost (output). Impact fees total approximately $289,096 and other fees total approximately $520,904, These fees are shown in defAildA reco ` r 15 hnnor��.(1�ri' q�_ 5 BRICKELL BAYFRONT CLUB SUMMARY AND CONCLUSIONS i 11 f G t i t � Subrniitcl in+o public recur rt;�� o°� t��i �item Nh�on i Waiter `Uc nan City Geri( 95- 598 ? BRICKELL BAYFRONT CLUB M SUIWMARY AND CONCLUSIONS Based upon the preceding in-depth analysis of the Brickell Bayfront Club Project, it appears evident that such a development can clearly bring significant economic benefits to Greater Miami, This final section reviews the results of the employment opportunities, public sector revenues and total economic benefits on Greater Miami as a result of the development. Employment Employment considerations include the Project direct employment and employment created in the surrounding community through new residents spending. Total development phase employment will be approximately 111 and on -going annual employment resulting from the maintenance of the Project will be approximately 18. Tax Revenue The analysis of public sector revenues associated with the development includes taxes and other revenues generated directly by the project. Although public sector cost is a important element in measuring fiscal impact, for purposes of this project such cost have not been quantified. This analysis only measured the benefits derived from the project. Total tax revenues expected to be created are as follows: One Time $1,333,146 Annual $ 799,887 Output The analysis of total economic impact is measured by total output. This analysis measures the economic impact of development cost and outgoing, operational expenditures. To determine the effect of responding within Greater Miami, we utilized a multiplier to compute total direct and indirect benefits. Total output expected to be generated as a result of the development and operation of the project will approximate: SubMitted into �ht,) lae,kr,i#; One Time $37,886,894 rec0 it cc?nri,:;t: i{,� Annual $ 1,327,281 item �0n ( .� Wa tt? i ti ;i7lttti City Cie;rl� 95- 598 16 BRICKELL BAYFRONT CLUB EXHIBIT LIST Exhibit I Summary of Economic Impact Exhibit II Summary of all Direct Economic Benefits Exhibit III Computation of Indirect Benefits Exhibit IV Schedule of Project Development Cost Exhibit V Schedule of Ad Valorem Taxes Exhibit VI Allocation of Ad Valorem Taxes Exhibit VII Operating Assumptions Exhibit VIII Impact and Other Fees Subrinsiitted into Me 1)Ublic recar oan� is `i item...—� Walter Foe]an City Glen, 95- 598 17 BRICKELL BAYFRONT CLUB ECONOMIC BENEFITS STUDY r SUMMARY OF ECONOMIC IMPACT r� 1 EXHIBIT I fan nVc RMAT.nVMFNT TAXES VuTeu'1'- DIRECT DEVELOPMENTAL $20,109,000 $7,666,000 111 $1,333,146 OPERATIONAL 674,980 500,000 18 799,887 TOTAL DIRECT. $20,783,980 $8,166,000 129 $2,133,033 INDIRECT <' DEVELOPMENTAL: $17,777,894 ..OPERATIONAL $652,301 TOTAL INDIRECT $18,430,195 TOTAL :`:BENEFITS:' $39,214,175 $8,166,000 129 $2,133,033 Submitted into the public reco; jyjfronnect'a item on Waiter Foeman City Clerk 95- 598 BRICKELL BAYFRONT CLUB EXHIBIT II ECONOMIC BENEFITS STUDY SUMMARY OF DIRECT ECONOMIC BENEFITS TAXES PHASE # OF EMPLOYEES WAGES DIRECT COST AD VALORUM Submitted into the public recar Ccnnpitan Walle,r F-oonian City Clerk ©5- 598 c� e:7WJ BRICKELL BAYFRONT CLUB ECONOMIC BENEFITS STUDY COMPUTATION OF INDIRECT BENEFITS EXHIBIT III TOTAL APPLICABLE COMPUTED INDIRECT DESCRIPTION EXPENDITURE MULTIPLIER BENEFIT SUbrPiQcc► into fh lyul�Ilc ec,owo II itemn Walter Foernan City Clerk 95- 598 �i BRICKELL BAYFRONT CLUB ECONOMIC BENEFITS STUDY PROJECT DEVELOPMENT COST MVDR nF MST % SPENT IN DADE EXHIBIT IV AMOUNT HARD COSTS• (LAND' 100% $3,000,000 IMPACT FEES 100% 289,096 PERMIT FEES 100% 520,904 UTILITY;RELOCATIONS 100% 240,000 SITE. PREPARATION:', COST.. 100% 745,277 BASE BUILDING, inc..PARKING 100% 18,075,718 CONTINGENCIES 100% 179,005 COMMON AREk FURNISHING 100% 250,000 DEVELOPMENT FEE 100% 749,000 ARCHITECTUAL%DESIGN FEES 100% 650,000 TOTAL.;HARD COSTS.: 100% 24,699,000 BUDGETED: SOFT COSTS 100% 1,013,000 PROJECT COST BEFORE.',:, FINANCING & MARKETING 100% $25,712,000 MARKETING COSTS:; 100% $250,000 FINANCING. COST FINANCING COSTS &..FEES 100% 514,000 INTEREST: 100% 1,299,000 TOTAL FINANCING'' COST $1,813,000 TOTAL PROJECT COST:,100% $27,775,000 Submitted into the public 'itemreco i connTAP onWaer orman City Cleric 95- 598 BRICKELL BAYFRONT CLUB COMPUTATION OF AD VALORUM TAXES DEVELOPMENT PHASE TOTAL DESCRIPTION 1996 1997 ONE TIME EXHIBIT V ANNUAL RECURRIN $25,712,000 3.11% $799,887 �ASiX�il;.i i-�*-J.� ^il,'�7'ti.4`tiV� i�2F.;'4�t:3� .:SUhYD!ta S. F:; i•.: N� .. :-:D'.4.�� �.:dn':1 ✓.. �er.+_.:...1 Ai��r'.c: F'is-1 t _ _ �: ty �.�:-� � a'=v 1-:+fT1at.. 1•L �'.c 43 rti'� i31�����„`ui •��"' j 1 I I I t i BRICKELL BAYFRONT CLUB ECONOMIC BENEFITS STUDY ALLOCATION OF AD VALORUM TAXES DESCRIPTION ALLOCATION APPLICABLE OF ANNUAL BASIS MILLAGE TAXES EXHIBIT VI ALLOCATION OF ONE TIME RATIO TAXES Ciy of Miami $25, 712, 000 9.5995 $246, 822 30.86% $411, 371 0 0 5 12 0 S 2 7 9.5030 244 341 30.55$ 0 35 4 7 2 $� 25 712 000 7.2530 8 186 4 9 S , 2 3.31 $ S 31 0 815 25 71 2 00 0 2. 060 1 54 49 1 6 77 4 90 2 9 $ r >'ED�b��i`•,`:as?``i?'#`s`:''�i%'i>�'>?''3 sic�ii<<>:'•.'>?t2 25 712 000 0.8170 00 21 7 2 .63 $ 35 011 son�,h �'xorda Water Managemen�Digtri... 25 712 000 S � ► 0.4970 12 779 $ � 1.60� 21 29 8 $ � 4. Library Op era.i 5 12 000 $ , 0.3430 $ 8 819 1.1G$ $ 14 699 school.,D.e..:�.....:..:::.::... 25 712 000 $� 0.8420 6 0 21 5 S , 2. 1$ 7 $ 3 6 083 F`1o`sda>`'::=.'I'r`larid:<Navi a. i. n.:D.i . 25 712 000 0.0490 1 260 . 6� 0 1 $ 2 100 xx 2 5 712 000 0 0 .1 00 2 571 0 $ .32 4 2 85 $� 25 712 000 0 31.1095 8 7 99 87 1 00� 1 333 14 6 O � s tD a cp w0�o 0 CD O D "o CD Q y� n I I 001 I r­4 BRICKELL BAYFRONT CLUB ECONOMIC BENEFITS STUDY OPERATING ASSUMPTIONS DESCRIPTION EXHIBIT VII AMOUNT TOTAL.GROSS.:BUILDING AREA (exc,-;: balconies) . .... . 306,746 MAXIMUM:.'.:DEVELOPMENTAREA (FAR)': ...... 285,841 NET :.'APARTMENT .':AREA :::(bxcludinq.:balconles ).. 230,653 NUMBER:. .:.UNITS. . 297 AVG::.:.LEASABLE:'SQ iFT UNIT.---., 777 AVG.*:*.RENTAL :RATE :/, SQ. FT $1.72 SQUARE:FOOTAGE-: RETAIL 2,868 SQUARE.:FOOTAGE.:-.BUSINESS CENTER 1,928 SQUARE"FOOTAcE: PARKING GARAGE 201,423 SQUARE'FOOTAGE CIRCULATION_ 25,208 SQUARE :::FOOTAGE .- SUPPORT SERVICES 24,436 SQUARE:**:FOOTAGE -:BALCONIES (Architectrual) 7,582 SQUARE::FOOTAGE. LOBBY 1,573 SQUARE FOOTAGE !-.FITNESS CENTER 3,011 GROSSLOT AREA q ..(Sq.,Ft.), 67,295 NEV LOT::AREA-:::. (S q. Ft. 55,082 GROUND. COVERq.(S Ft:), 41,107 CONSTRUCTION..START::DATE: - Jan96 CONSTRUCTION,. PERIOD.i.-:. MONTHS::: 18 COST.. OF $3,000,000 SITE .:,*PREPARATION::.'�.*Cost:., . ...... $745,277 UT:ItITY:::RELOCATIOW:COST $240,000 COST ::::.OF.�:WORK�:;*:.-;��:.'.::BASE ::BU ILD ING ­:inc. :.PARKING $18,075,718 CONTINGENCY CONSTRUCTION ALLOCATION $179,005 COMMON - ­.. $250,000 DEVELOPMENT: FEE,.: $749,000 AkdH*I:*TE,CTbRALjbESIG*N' FEES... $650,000 MARKETING-:' COSTS ...... $250,000 OTHER'SOF T::COSTS $1,013,000 FINANCINGCOSTS&. FEES $514,000 INTEREST: $1,299,000 EQUITV'FUNDING $7,000,000 CONSTRUCTION:::: LOAN.:; $20,965,000 CONS TRU CT iON::: *'WAGE S* $7,250,000 G &N'DURING:CONSTRUCTIOW: $452,000 SALARY:PORTION,:OF G & A $316,000 MARKETING :]SALARIES : $100,000 CONSTRUdTION:EMPLOYMENT (Average) 100 CONSTRUCTION -EMPLOYMENT, (Peak) 225 MANAGEMENT.EMPLOYEES:. 3 ADMINISTRATION..E.MPLOYEES 5 MARKETING. EMPLOYEES. 3 AVG. HOURLY RATE_- CONSTRUCTION $21.50 PROJECTED OPERATING EXP - Yea I rly ay., 1997-2001 $1,174,980 SALARY PORTION OF OPERATING' -EXPENSE $500,000 ON.GOING.EMPLOYMENT,(does not include sub-cont. maint.) is ISPENDING MULTIPLIER 1. 9& 64 C: f _E 05 CL C_- /1 0 0 L.L. A= E ff\ 95- 598 BRICKELL BAYFRONT CLUB EXHIBIT VIII ECONOMIC BENEFITS STUDY IMPACT AND OTHER FEES IMPACT AND OTHER FEES A A@velopment Square..Footages .:;;;;:;: Square Footage 306,746 oor area <'`' 3 } Net l,weabl area e 230,653 30 653 :. 4) Grose parking area 01,42 2 3 Amount ic'%ai''{'':`•':^i:<>'l:i::!E'iiiii»•:`?i.�':?+3ii;Y:i:>:::.:•., ;: zy City of Miami Development impact Fee {Ord 10426.) $199,934 2) bowntown Development supplemental Fee:{oid>' 104'61) 83,165 3) pity of Miami Development impact Admin Fee 5,998 ::;::::;>:: Total of all impact Feea $289, 096 C Non Dade �^I A � A connection fees ;::;;'; ::.:: .. ..::.::.: $330, 000 lding.. ermit Fse :<::::.<::>::>::>>::::: ...::>:>:::::>:::«:>::;;::;�>:;:.»:::::::.... .:::; 5 6'992 0 008 2, ............. . 49,206 18,600 00 ::>'<.: 6 ..•tea or :Use S eezal,.Pemt•..A 3 zgatzcn Fee :... 14,292 ........:.:......... . 9,038 921 4,921 9j Viands ap g. 50 0 2,500 4,429 Cov. r;::......�.:::.::.::: ..;;::..:::;:::.::�.;::::• • 82 2 551 Yra�w for Bua�ld�.ng hermz�>;::Fe:;:>::::>:;;:>:;;;.;;;...,;>:;;;.;.,::.;::<,:•:•<:>:<:::>;>: >>13) 2nnzng`.:R:e50 496 X. 35 Total b all lion Im act Fees '.;::: R. $520, 904 < Total_of aT•T.Fee's :for .Pro�ec,t :.. $810,000 Source: City of Miami Planning, Building and Zoning Department Submitted into th��oPJAAG recort item 11c,�ye on.lU We,ite r F=o,--lm .n City Clerk 95- 598 TAB 5 t �� 6�o�i lcwoceroved �mamrimwi wv�.�J ....,�...1 ST• JAM ES AT BRI CKELL NIP8.1 MAWS SUB. YVfwL Dr OYu.N /ui CI U. C. P. -s, U 0 0 I V t S I 0 N P0. 12 1 - 93 I PB•I PG.a m - .•I eo Spa I O�,r TR. 'A• td 7 naa •aiu_m u _ -,�•9t __ ,,.•� A RESUBDIVISION OF A PORTION O BLOCK 2, S' _ AMMENDED PLAT OF POINT VIEW PB.2, PG. 93 GET 3.3i, bsb s•6 w IN -SECTION 39,TWP 54S, RGE., 41E., POLLY LEWIS DONATION,'.','-. •-• a Yr. 7Y.-" a T., � .r ,. IN • V SE 141h ST. CITY OF MIAMI, DADE COUNTY, FLORIDA. = Irt..eal N �_usr` _ _ - -- - -= -SCALE: IN . 20'..-- -' sr, la si SE a STD sriov;, �eh� ito-oa - r�64-- <<-- M - mid APR IL,1994 Q011 _ i t�------Ze o D to .o do roar[ GRAPHIC SCALE - a fj�--,'-_� •L.ta r�fr $IR1d , T D, RHO. /3• LS ®}s6 I Tscal• 6 1. �Id• d. CY 04 Ii Ld�- .4S t[I StI N: + dL [' clltl 1 tY li[I s.5� - . 1'cZ jbd u d• -- o •NL• To a DcolanD t10 00'1Nlltl LS' r 1 1 t D I t - •; a �� ' il'1r.Lca. tltrtla111001 Ktatl I ( SUt.alt '�f- = I - +• `-' �0 ZONED 111111 till 11.1.1. i. m . "`Tfa�,rl i 14 d' lIY. d'q4 y� d 5 1 SL 3 LGNC » •,r R-4 y Cos, of- ''•ri. sot CfAr.rlkis 711E Lavy,r'• Till, In r.nev Crrp. ^•1f •- ••' T..C:'i .t• Il 7 J ' jf �I I (• I I I •' _ lirfl.cuf 7ltl, L Cu.f•n[u0 lmpi.7 �\\r7 Iwf-r 1 OJT - Ad./.uJ.r, r,d. Z Tran..rlanric e.n:, a D.ut{n,l wrp..fut Nun L I I i I i PORTION OF SEC s..,pr tr.rd.,n a rl,rrn.. •39-54-41'�Y • T.rr...rr rrica.lf, Led. A rlDfwa Ll.ic.d rlfm.r.nte POLLY LEWIS DONATION LOCATION MAP I �1 I _ I e E= I _ - �' _ •/ _ _ _ SCALE I'. 300 - 1 3 12 1 I 10 9 ItUAD .1. .1. Lx. t s1. L.a• 7. .....<. 1. .1.•oe Gyre WtNIGLLY a1N.TM ,ft.... :11, . 11. w •1... a a I I I^ ! 0 L 0 L K i 2 - _ 0 _ ' tir u. swl wl«u. u' n' .r .. I'r. .�... <. •..a u. r.a....._•r, lo• tT I O I^ I 1 I l r.i r<I. .{a - rr lo• :.y <r.�n<na.< ..1 u«. - O O I ) nt r.t. ...0 ro• to• I � a r.l r.l. ..... .: Ir m r ,•1 ra. .1.] .: m• L.I a. •I.:, _ I tr.t,r ...., . ri......... . a o\ •I /i r _ . I - I / 7 r ..1 ra. ....a..... .t.a. _ Iv u• ._a ..,ar.a ... a.. 1.< r. t a , ..la r�ur:.'�.. d.a< 70• 7a•-c.:.�•�r ar i.a.• a.r .... • A N E N 0 E 0 P L A T 0 F P 0 1 N V I E w �i ir:Y�ur•1• Y... + •...n.�.•. �u• a• •< ...... ,r <....,.re ....... If ..a..." ar ari ai'•• '•• j -j, t- 1 I Il )'•� •,r ur.l"4 ..If. �' II• li' a'f P S. 2 PG. 9 3 / 11 a.w. r 1«u. lo• u• w........ r... N I n I O O 1 I• ••• 3. r....r.....t«I i la' - of /o•IPrinare atLer l' ri .. a r.. a.r.... rn«... : lo• .r.a r.r a..r J - J�-p 1 - ` - _ �G- a.7i Iw� I- - - ` r _ it a�. -_ - . a .r - :1 - .... �7 •gypu7tht ltc •iD, tn. lwgotn• ��[�\ I t� Fio uc 7n 1r1 -.i / a•ua SErlal as i�:`• " • 1 ••••••_n•, •..i .:.. ...r. .r L.^, ..r I • O ,% c'Ic J1. S Ill - -- -- - • 1 u r L. ." -�...... .. •• • . I. I; _ -O 1 �? f.i a N _ - -._- J7lYI[t n .r.. u ..rr.r... w• .o• n `j`_�- �:1: ` _ '^ 90001C1 1: 75 w 11 A570 rat[ .n�\ / - 1.5C 291CI 'r i 1... u- Ir• .. .. .._... • u _ _ cif ult c911 t - C., ch-sc •JJ'S7•:I rl 7) r.l. a. -a. `. tya. W IV _ li J'trt/ ftP •5 [n•50 251[I w W'-rr n• ra: w• aar C O i•�.• -D.•� \ 11-1n...r G.a.l... ..If•r. 1. ro• t0'Yn /1,r SEE SUrTV Er OR'S '•/ 6 lr "+ c .tt. Ir w ..r . f NOTE I JJ 1 ��... It �•.. ! \ s0 I •o,'j2 f�f �� .. n .......r'I r• r:..._.I r. ..r...• u• u• ........o,..., ,._r. ,. .....,:1• - 10, TRACT"A:' r A � 1 ! � • ,! > �•� L6.: r'�n: 55,065 SQ.I`T��� m I' r 1.26 AG- _ / sa r >.I.r. ...1 ,/z" .ro Ln .r.l �• • •:.•`. fa .rr a. Ir r.rr I eu oa 1/z' r _an.a. ay.1. +�• ..+. 0 26 ! y1Q 27 I 20 29 + 30 ' v r! c'I. clr Ipr rr .s�S tall 01. \.` �tr - • >�u, 5. cr.nc k.wl. uto:s �ar.r `"_. . _c r... rlcr.c. r... .'i:Jn.r~.a r. �e r~ ... .. a . .... .ra.. - - Ili/% !� - ( `' `✓'' � 1 ' 1 Oda-+�''/ p r.•:,�L,-:.a C > , a::'n.: . .e. ` - '• .n ...:.... /• ' T I I I `,G p a, A. n.'I'• 1,*,., I,,, Ia. Fn.l .`.. HrTa � �_ •..r a.i. . L...l ...1 na +f...• (•��j•`.��� 7•,' I t •../ '2' F.h.ht. rtoi>h rlr...r rl'.a 1'l ' Lu ••ac. rt. n. at Ln c.. u]'•..r. ,.. _.... .urn ,o.a. •. _ `` ,t•S r �' ( II,, .C°~'� r: I G.....t., .ora.. V t.. rtaai Q i / z ///I I ( �® I \ 7 c� ! /� _ .. .l. N.rn lrunn 1 •- 4 Y.nr •.w •'1:..). .1' t_.rt•0:�: r• ,a ,_ : �a w:.•..a L L �.,.t.. s.• ,r^ 1. t •II a• •`,` A Il'1 s (,.I r4 L,lrl C 4_ :..,-i:: tlOa'1+:.:.1•U 0. .. _.._.J ,.. '1>n. A. •n[•, uJ ` F i ( A 0 ` _ 1� •O C f; r- U /, rl>r•1 C j .e a a r>. ... L_=/� (_I '� 1 ft•LG / 1 O I,11:. , nut • L_: nLlr Dn.a Y ❑ I • L.S [ " (- 3.12'_I O'. k, nuo.rw<-nc t.rn,. a..ra 'nal no .n ..•.... rs C) I Tt la c l l� A 47. 5 % O al c,y. a Y., tvr Hrtcr G �_, -1 '� a ....,. .aaen ... . a .a I. .. �' c.c.a Dn ••I• •^ _ I O h.il. Fl n- urd ral.r 1� I17 1 L 1' l } •1 • ? t a 1 rot•r r1.Y 41,.. "Y `1�, ... ............ur•Lnaa y.•<r1] `.e ' I - I (7 l .O \� '-\ / Jm n. Y. . ucuch HnrV' , r.a.'..nta: Aa....... ' O ANN. TD t[ aLDIC•i[=Dr T.rlt PLAT JI 21,E lr dT . / 4 A/C ) Air ronJll. n.•r 1 rasa yclr..• ,t..r I.. c.... Lo.. 1:,• 1]! , `r•,, • w_Sr [�.:0I -S'lal[D JTII[tllll. t..J �• ` G•7tli SO lal b ir. a ,r rrr Q [� r••c I, L,c .r Lac .. ... ... ... c I, I..c 1 e e n'a _ S tu.l1'tct �v�C� risJ[PL.--- wr erct, _ i=•is'w�7' 9/ 0 uDnamcnl n U G al •... rr.. r.. ........r,a..,r.clnl_.n.gsic J,D a t_ cNuc lm r - - = 1 +, 1, -T- SCG�,� •,: t: -- ---`- - _ s_SIDt_r1u•raft. '' A. a6� Dzitr O cH cold o a 0wr;eq Qi oI--- - UISTui E- - :•-- _s__. `\ f �Sy I lki p 1Jq_ Gi cuc lg a a� ,r, Lp /4 FliS� Itl 95 ttJJ ll ✓ )4 _ -., _�SV'�- '- r4 �- __ �9'a - - �- .1 ta- - - - ••'. r'�Frr�/4� '\ v - b9 a Et,i _s12.e7 [I[N[s SE SAS 14th TER. 'H ,�� ,.�• -'� \ ,13 TENTATIVE "PLAT (, p tibh i� �O Sa ill - J _ •L - moo. S 1 -fob_ ST. JAMES AT BRICKELL ao•--J.4i_.-' _ _ _ __ �ty�'�•r 'i're. A.'/tl- � \ a vsa•.I � avlstn c1r) mYr.urs usm 1 _L _ _ \. �-;� E. R. BRO��NELL � ASSOC I ATES+ �` - I2 3 G9 �0. - - _..1.__ _ .-, CONSULTING ENGINCcd5 3 1 2 T B L O I K I I «1 2s P 1 I/y7 �� !?i Aee•_..r%1...//, L►NO 3152 Curi• Y1'I NI EeI, Flo, 1 d•G5 iY r>s __O.wr:-.: Rerlsl j'.PHONE: 130i1 446-35tt car 1305 . 1 �-.I P0. T PG. 93 \ 7'_� T rd•rc .7r-d .aO: rl,:tv.lt �tlrri o,r3 Drolrtllontl trod krnrar ra --- _rl.n at Al:nl . ..:vim•... A M E N 0 E 0 P LA T OF P4,NT VI EW - Jam.-- •--- =~� _��� __�� ___J ___J ___� ___� _�_� `__� __.J ~__J ___� v� r `'`.~�� - __-_____--_�_- j PROJECT SUMMARY FOR BRICKELL BAYFRONT CLUB j B&A Project No. 9477.000 June, 1995 (Revised) The following data summarizes the maximum development allowed at the Brickell Bayfront Club Property, pursuant to SD-5 Zoning Guidelines: A. DEVELOPMENT POTENTIAL 1. Street Frontage: S.E. 14th Terrace ................ 200.60' L.F. S.E. 14th Street ................. 110.00' L.F. .. . . ........................... 2. Net Lot Area 55,082.00 S. F. �) 3. Gross Lot Area ............................... 67,295.00 S.F. 1 4. F.A.R. Allowed Without Bonuses .......................... 4.25 5. F.A.R. Allowed with Commercial Area Bonus ................ 4.3779 (3 S.F. for every 1 S.F. of Ground Level Commercial Area) (Proposed Commercial Area: 2,868 S.F.) 6. F.A.R. Provided .................................... 4.227 7. Maximum Development Area Allowed with Commercial Area Bonus (67,295 S.F. x 4.3778) ....... 294,608 S.F. 8. Maximum Development Area Provided ............... 284,481.4 S.F. 9. Open Space Required (15 % Gross Lot Area) ............ 10,094.25 S.F. ti 10. Open Space Provided ............................. 18,685 S.F. 11. Building Foot Print .............................. 36,397 S.F. f 12. Re4uired Set Backs b, the City of Miami: j Required Provided "'� ■ S.E. 14 Terrace 20' 20' ■ S.E. 14 Street 20' 20' ■ East Interior 15' 27'-2" East Side 15, 17'-3" i West Side 15' 17'-3" North Interior 15' 5' r Max. Allowed Provided s _1 IJ ■ Building Height Siubm�r01it6 the p13'(.)1ic302'-7" (30 Stories) Garage reeorILI 'connect on vii 7'-3" d: itemL on-� —; Waiter Foe -man City Clerk o Brickell Bayfront Club Project Summary June, 1995 Page 2 M 1. *Total Gross Area (Excluding Balconies) .............. 306,746.2 S.F. 2. Total Gross Area (Including Balconies): ■ Architectural Purposes .................. (1) 314,328.1 S.F. ■ Entire Building ....................... (2) 392,543.1 S.F. 3. **Total Net Apartment Area (Excluding Balconies) ......... 230,653 S.F. Does Not Include the Following: ■ Circulation ............................. 25,207.54 S.F. ■ Support Services ........................... 24,436 S.F. ■ Balconies (For Architectural Purposes .......... (1) 7,581.90 S.F. Balconies (For Entire Building 6' Around) ...... (2) 85,796.90 S.F. ■ Lobby .................................. 1,186 S.F. ■ Fitness Center ............................. 3,065 S.F. ■ Business Center ............................ 1,440 S.F. Total Gross Apartment Areas ....................... 235,013 S.F. 4. Net Apartment Area as % of Gross ....... 230,653/235,013 x 100 = 98% 5. Total Number Apartments ........................... 297 Units 6. Apartment Breakdown: ■ (54%) 2 Bedrooms ........................... 160 Units # of Units Cross Floor Area +Net Floor Area Split Plan 115 Units 900 S.F. 879.34 S.F. 2 Bedroom/2 Bath 45 Units 900 S.F. 914 S.F. Submitted into th() ;M.1'01lc record in ci )n �.itt ti item on-15 waiter Foenm.an 9 5 -y 598 � � as City Clerk Brickell Bayfront Club Project Summary June, 1995 Page 3 0 (46%) 1 Bedrooms ........................... 137 Units # of Units Gross Floor Area +NdELQQr m_a Typ. 1 Bedr./1 Bath 68 Units 642 S.F. 624 S.F. ++ 1 Bedroom/l Bath 46 Units 719 S.F. 700 S.F. 1 Bedroom/l Bath 23 Units 621 S.F. 598 S.F. + NET FLOOR AREA EXCLUDES INTERIOR WALLS OR PARTITIONS ++ INCLUDES 14 HANDICAP UNITS (5% OF TOTAL NUMBER OF APARTMENTS) 7. Total S.F. of Commercial .......................... 1,895 S.F. Total S.F. of Business Center ........................ 1,440 S.F. 8. ***Total Gross S.F. for Parking Garage (5 Floors) ........ 190,708.2 S.F. 9. Total Number of Parking Spaces Required ........... 299 Parking Spaces (297 Units x 1 = 297 Spaces) + (1,895 S.F. _ 1,000 = 2 Spaces) 10. Total Number of Parking Spaces Provided ........... 342 Parking Spaces (Including 8 Handicapped Spaces) 11. Excess Parking .................................. 43 Spaces Brickell Bayfront Club consists of 30 stories, 22 typical apartment floors (7th thru 28th), consisting of 13 units per floor. The 6th floor, which is the Recreational Deck, consists of 11 units, a Fitness Center, the Pool and its surrounding amenities. There are 5 floors of parking (Grnd. Floor to 5th Floor). The Ground Floor contains the lobby, Business Center and Commercial Spaces. * Calculated from exterior face, includes mechanical, custodial, stairs, shafts and elevator hoistways. ** Calculated from interior face of apartments, excluding items listed. ;Submitted into the public record onne(lion item on .(? I(Valter Forman 9 5` 598 Y. city Clerk 13R�CI�EIaL BY.FI�ON 1C CLUEl' BEBJ LLO, Adel, & PARJMPS, PC CIVIL ENGINEEFING, LANDSCAPE A riffrixym E, & ARMIECTURE 2601 SOUTH BAYSHORE DRIVE, SUITE 1000, Mff, FLORIDA 33M (34 )50 (3085996:18 FAX MAJOR USE SPECYLL PERN41T REVISED, JUNE. 1995 A iI,FVRIDIYVI"7V7 Submitted into t` al Public ieCOr�Ct1�'iii��!%,,J'h item on Walter Foeman City Clerk 95— 5AR r 'ro Q c La. i c' o_�© y `I � @ ci ^�-,�• c� mil 4; +��� �4"' t it ?� ` h -� i I!\i��� � � 1••` `' �"+•���• ;..•'� � �:tf l ' -' ` , i� -T.. ' 1 ,(•I 'i � .,' 4 +t ' + Vitt t t S `1 H >vyK`_ .:. /,r`'It� `t•� i_ �I:1� {� 11 ijl ., v �� �.,: '� '.a. "� � r , ,�o �`��� y � of ys ��. 1 K1i�FI 4��r,1 r �w} t � j �J t r .J , � I.jl i ��'�, fl t 1 •''"�` .+�+t "�l•�,,�•j, '�:,� .� i I,! I�1 I�llj }'. x,. ��..� �j, I..,,•`.I � `? j� `a J � a , ..1; s� s ,. P-4 , i �-.r� ;•I:f� /' ' i ,� � 1„7 a� 7 v .I ' ;, ��. ` F 1'St r,Ili ( ^f; 't. -' I� .I• I .�: It; � •. �, �-� •�� k � t.!� � � � '` � ' i t5yr k [II •��1 � ,Irt�1)i; ( �:, I � �.,� l tt ! J �4- �. :M�4�{'11� ;, � � ��� �i � 1 � I`� ` II � i 1}I' , ,-. ` •�j k� I �..,� h� tI `=� r ^ 5 I isi } } i t r7��'f � (' i :�• .� 1;' 1 1' I�t �i� ' I lIli I j�j �`'i• '`I �r I r � �' .11'�. I �r ��''i.lC! -• '147oY �.!'� � �d"N � � � ,, ;I GI t. `� I Ih •j la.- , �i, I �I�i�...� ,r fill' 11'j�. �rp ,� , . tL•�' ��� � IY t ` ' �,.1'1 J (il� i � - ,I 1 ( 1 t �•, � f. ,AI � � r 11 1 p,� K '��u 'j�,� 4 �_� JCk `� {.] F`" �+�% �(, �•it(�f� {�i 1 � �. I �- , '�i 111� '�.. i �...�� I I}�;'• � -,�.li f }� I'n�� J � �n ,` I V ...� Rt-•�'�.. Il JIl. I -h: w„`I ) _ 1 ` ..,, JA ^a �,^' \ � f •aIj� �� � ' i' �. 11'') :. ,', Ij t, � 1 I �J.}� , i � I r, C=il '' ` � ��"4 I �� � •�'': r' .• ^4'1 { t 3'. t,'y,�,• 11 1 -1. I I I T• L I l I I I' h� {. -�. ^ -��r'- 1 It jll�:. « ✓' r J' .: li� 1 i� llrll li I11 7 t �I I ` �i 1 i I�l I Y` L _i J - :11 t .J J. �J If -._F x 1 i} '''I.i�;'�•Ilk f �f I;I�'l ..,-`^ ',. :f�.•..'A:T 1�, �,,. /. lI r Tye' •��j'Jl " 11'' I it if.. l- _ '1~� �. l.w i• -- i t ! � ,i 1 ..J � r , � 11! .�� i _ _.. R.x�ll, I �,. � �� I �. �: � 1 I � _(. �J i � i•• "°^st 19 ! �� I (I �� I(i� ��- If•� 11...G .�Ii,fj I� r' -"�t� - (.- rn ;�,.r . " 1,/� �'r'` ' , ',} ', i7� ! 'r•:-r. 1 •,�I I ., • ih I til(i'Ltl— F'�J •�i`� �a �� I II t' .<.q/ ,,.,i �;�" ',:., (`.I j il' �'� � >h) i ;:.. �J-� i�..' I,U �!-�.I Ir 1 Ir., �s >�;�c� i M - `)��y� 7F14,. �''R.._ •tr+'f AS!{I .'s'"t',{ i. I fi�.; ,�: , �.. rL ,f. ., ,I « _ (. ,. �� '4:.f3 r'0 sv-*5��7 Qt�lyh �l j;-• � �r",4'q: •kL.3= ��t. i'--- �I 1 � ,, , .:I: _-f. 1 I r ' 4 I r;i- � � - .A.{,' 1 J't� J �!+. zr .i-•.• .y. 4 R:+. nF,�I •-_- � - Y f+...... '-.� 11. 1 1 �r I � :�+"- .. - I-�- 'i7 I � �' 1 '. � �i ,K � � "`:-i:-..hJ � �r �•' 171, ..J. 1 '�.-�i F.,' I `� (';,"^!�.,rM�S,,,, i_ , -t.id .J=?•1 'r g,Ar'Ir '. ''..•`•n� "*Zli''f�:, 7�tf*.t1 r a I.,_,1�I ,�I �I �,,• - 'I.. r•�-'--�_�. .�'•i h.~f �h7I•-''i � Ft 4{�`f7i t� r�,,�•o C`}it :( ^;k 1 7 Ii9 I^ 4c `+r•J I ...�jl-Jir t I'�' ' Z ( ',• ' I ' 1�►� . ill' , � �, . ,�.�,� ":4�j�� r �,it ��rt'` i Myiy SM 1 ! I I l� G�w¢ j~�� !, J; r -y. � �. r' } ,.C. y .,_•t �.«--1 � .tL.._ I y f I_..� _-_ -- e" '.s, t'� h I � ,- � i S, �� I t� r � r Jl i � 1: �� (� I , � ��, � j � � ��'� +• �J I ;1�11: - s - a y SU^1 SITE SURVEY L�+IDStAPING L-1 PLANTING PLAN L-2 FITNESS CENTER PLANTING PLAN ARCI•II7FCTURB A-1 SITE PLAN A-2 GROUND LEVEL GARAGE/LOBBY FLOOR PLAN A•3 2ND FLOOR GARAGE FLOOR PLAN A-4 3RO/4TH TYPICAL GARAGE FLOOR PLAN A-!i 5TH FLOOR GARAGE FLOOR PLAN A•8 8TH FLOOR TOWER/FITNESS CENTER A-7 7TH TYPICAL FLOOR PLAN A•8 STH FLOOR FITNESS CENTER/TOWER FLOOR PLAN 11/8'I A-9 TYPICAL FLOOR/TOWER I1/8'1 A•10 TYPICAL APARTMENT FLOOR PLAN 111411 A-11 29TH LEVEL/ROOF PLAN A-12 ELEVATOR MACHINE ROOM PLAN A-12A ROOF PLAN A•13 SOUTH ELEVATION A•14 NORTH ELEVATION A-15 EAST ELEVATION A•18 WEST ELEVATION A-17 BUILDING SECTION A•A A-18 BUILDING SECTION B^B Submitted into the rxtbliC record in ccnnec`t {rtr item on Vialter Foernan City Clerk ! PLANT LEGEND: T'EK--AND-PALV :__. . _;4_Wl Aly ALL iC1ENTIfIC NAMC COYLION Aiiiii W.U. jPKIJ, RgTlf -JEIi, ! ,_----._._.__.—_ _ — .__. _.__— _._—._____ —..—. .(• __ _ _ _. _ .. __ _. __..._. -.. __ ___— .— ___ ____ _ _ .__ 1 0, a LOCL-(AIAII Or ¢Clow mi'i 10 . i OSR 4.W. 1�—O A.11.— ,L`3� f� GA. f1 r,lry RtY:♦ tuIUUNYN TuII to—.' Wtl :T/J41iR1 i'f„- CO. IJ COROIA RU1551f R1 —IVCiwlP A-IO' YA Y•U L^lS4.Yap."3w. k-i"mA� Ir it ^i• li'll TLma-(lr/�+Y 1 --- i ._._ .- ,f� � 0.L. ➢ MUl31UNia LCAti PO•TY P4N tC -]I•' PIB T,tROa TLR.t. Ya•;]1y, C-i. W,Ull 3./. 12 iLRY P4 YCTf(1 YAWL WW .NY-ii• ]A' p.0 51••ES a5 VgMM P_.� N.t 9{-- -� 11 V - 1 1 (1 1 Lw% /N- 3 VIUt"IIIA YIY1141YlNTaw.1 YO.TL.,W,f r"', IY IA' - 0-0 0.4M. �NIS 4'i �1NIN 5111RUB3-MD-GROUND IjvERS SYUUUL tLY Off SQEN71i'N:_NAWr COumot NAMi Ii,1, 51,PD. POOI 11t4AN!<5 :. _ _ P ! (I .R A.C. 30 AC,M.;W COWIfIIUN IYCP.00 NLWIr IY lz J-U. IOU Mru +III C-C. Cl II] UIPtXIY4UIM 14Co •^iu Ir tOrOPI UY lic 2r S CO. IUIL 1I w T! IE IKOS NMA CRETPRic MO: f I-G4 NN n, A,rt + IS• O.C. o y [ w IRORA -KTITT tTiIOM MME 11OR4­J_ IULL PVNf + 2a OC. ( 1� :.`. _ __ -. i I a ! f•RAVF.f ­'i LY. ]ST MR IIUSCIPI 'C4LKK1.l' MOM I! IC I-GL it= PUNT + W O.0 {? WIRATA YAN{tJLAIA 0110. ]ASli 7,• 2i y-taL FULL MNt D ( .(:.G� { { A•1.}s 11 90 M11U.ILO AURIKUNtA PIul'i tr IIC 1 GI. rUEt 12ANi i .iG aC. (. iuf.. P.O. ]IS :rtfP[ •lA num. PURAC OIIRN i1' A <4 TWL Pt— + I_, w.<. RIMU +uLUPIiS PiAlli ".I. Tc 71 3 CO. lWi Punk C O.C. `I aN CH to Ul— WI. SO"L ,ou St. AUIRIS/INE IIf1W11tY• I'm ----------------------- -- ----- --- ------ --- -- --- �`��i— ARRFVIAi1ON KFY: O.A.N.• OVER AEL NE4GNT 1 { C-I- CAfAH MUNK NOTES: qi: All iAGfINI: IIIANI WAIFHlA1 10 fir HTNOYCO OW IO PROMSCO mur"AW: WN51RUCilON- \15i H7: FRAM GUANIIIIES IN P1ANf IFCCND ARC 1011 NEFFRfli ONLY_ IS pGIJR iI-NCI[3 fv5 UCIwECN ( ; OUAN fl fitS IN I -WEND AMU OUANTITWS St N)WM ON PCANONG PUN. OLAN:NIC•i ON YIAM ']WL WvfHN- ft�J I tM�P_ rN y� a. 30 AEU • y _ .: LL z -« , h� �� s �� r r.. r.. rr� • } - c ,— \ i '�: •' \. 2.• `. '-,y C O �+ ------------------------- -41 V C C C »�C7 a I1 ` v x'K NOCKILL SAYPROUT CLUD iali rtir`-' 1 11 I C_ ft. OAn,pns si 1/111i r-d ar. v,ans pars Ax+. CAwk+L- +LS CAN rec I:f +_UYO3\10J\ Sh3Sfh1 Oi WAi PLAWYM rum 95- 59R PR.VX-WY LW 1,7 -W-ff e - i Fpi �tr LEGEND RECREATION I i L'*fW;-- AN EALM�- 11 -NTjQQ HAUC COMRON NAME ....... ---- ----- -tv I 11Y� SC.,- '!Gj, iFRL;- HUU- I'LUARKS 'W-,. %UTTIEPA 6 13' A 01 ela 7a. 101 m 11 - C.H. 0 uti, ''t .. '4....M ColAsur PALV 17 7w IA%4 O. %.Il, AS 910.4 -Ir —rr P 5 MOM — LE TPUNK 59RU85. AITO GR UNDCL9VU-�; STYROL KU QTY. Gf. jFRU- F?UUI HEMMr,5 as. xw BOUCANMUZA At.a... oixt..—W. ZA- ze S-c• I.-1 a s W 11OIll -Itl.lk PINK' IXOPA 1vm.- PINK- :lr f r%.xmr a Ii O.C. S.P. 'Z' ' � Ffft.tww. BEAZIl NMPAKA 74' ?4 r olL rpera" uc lRACIIoSa)U .4541E ArDIDIAC ruw . 3. O.C.0 ;..- 10 In. LS?0. o'-kII AN FUNT L[GrIAD APE FOR PCrERCHCC ONLY. W ViSCREPANC-ES CAW NOW EN NOT,: It: PLANT OAJAWDTW, C WASIMES IN LE"NO AND SIAXON ON FLA"I#C M.M. 011ANTRIB ON PLAN WALL Cum". AID 7mm r — ---- — At CIA W0 Lqx Pwv&rg AWEr r"VPWWr LW SANTANDER CENTER —`1 ( <, VAPSOMM IPPI11.9" LW EXISTING 6 LEVEL PARKING GARAGE r. 100 _qj 49, i II ii 3 . . . . . . . . . . . . . . . . . . . . P.-.1 LM [-CCW- nomms BELON 4 FwAcrum LINK EXISTING 1 Lm PAHKOG GARAGE bbe- oww La.." was.*—, rm—AiW -0-00 NOCKII&L BAYPVWW (cum Kff rLof ch-6.6. j. s CAP III. "ALA"AwrI, 4-14-05\L-Z w-'s I*$. Fffm" ca PLAUTIMI Km 95- 5911� ------------------------------------tf----------------------------- ------------------------- --_—_—_4_—_—_—_---_—_—�N------------------------- .—---_—_—_—__ 41i'!y4'F shy` F _ • IiA i Jclftl=� iCeeprr•i= .pk., S�GS.am.-.e..� .T ,-cam: 1a..t? ' i Gti�"i.•:-: :LEA •,•� A I{ 4 1 - - - e; rasa•. �'.-. Ir a II— _nc -ncceeR•.._ m-C�CCC+ `•` K ]tea-.tss-_'�_• .�: AR�IC.S:Y 7-lUrs M. jI `.a`L•s v�.aemoo ".9.�N'�B�LD• L �. .�• _ let! t: -------------- r--- 3?TMt t'ANSC7T - - PLANT LEGEND:_ -MEE^, -MQ2ALli S^^1/L4uu M QtY- 2CIENTTEIC NI c SALs!SON NAME IM WM. 3QU RFUAFzK CLV CO. ♦ CaCC0.pcl OPr[�DUA Porn. RUL so-Ir 3-1• O CF, ti ca— 1 A AU rq:RAR1 me la•-fr a•i' ••• STANOAPO A' C.T. QCa. 0 COROIA 10RSIT11 —tr CMU 1-17 }1• Fa A' CT. HI. S NOvU f01G1TaY.A RKIN PAW !' - 1•• [UN, gypT trOM LL • 0. Lr.4.�M uns4M LnAw4 tY-13' 3'-t' nrp (UyHy ryCy ar- ILL S —I.— —la, 1NITAl PAIN IY-20• - •r• RGflDA nNEv, WTCIIQI, CT. SADAI IAtmcm UOL PALM s -w 21 1•a SUfS AS SIgWK Vf1rCItU .aa lc I —A wONf rtr r.Im 1r-I1' - RrB O.,LK SITS As 2KrolrN faum;-At4LG� oGEQUA EtU ! YD-C- Eti'.,.n E)� ALM SLY 9CE. SS DfDF--. lLAwE CQuyUL!_HAME_ I14L 2Mr. MQJ RhuARRs eQ AL Na AOL.WrU.W COWt1UNK 1.El1ALD YEAUT it 12 J-CAL, FULL RANT • Ir O.0 r CL 212 CNaYYJtlA3ARUS ICACO AO rr f]OCp'[UY SC Ir ]-GL FULL PUNT • lr O.0 p F. n EICUS nwrlA CWT,— %Kw r rr 1-u t- ryll PUNT • IS O.C. V, w a— TfiRC T[LLOr Kntc IauKA 1r 1r J-4L F— RANf • Z! O.C. LY. 2V — TM -x •LIMMUC WOK Ir it 1-CAL TUL PLANT • it D.C. M.P. SOA WrrtATA r.w1CUlAlA DK4 lASNwE 2! 2i )-CAL flnl RANI • ZC O.0 �o �,y /A.. 90 RUNDACO MJRKUUU PIrIIrBA00 it IT S-M. FULL r l • 34' 11G P.O. 213 SLTC VfA PAIAIOA IUKPtt OUR. tr 2♦• O-Ow_ TUL — 13 ,x- r.r. ♦1 KIMU WWYatS I —LE NIRAM Z< 2f S-G i T PIANi 0 SOD Sf. AUOUSiIF( SIOP.LiAN• NIT A Q� [ EbrtC A13REVIATION KEY: O.A.H.- OVER ALL HEIGHT C.T. - CLEAN TRUNK NOTES: NI: ALL ESISTINC RANT UATERU1 TO Far Rf3aOvED DUE f0 PROPOSED BUILOTNC CCNSQiUCDON. #Z: PLANt QUANTITIES DI PLANT LECEHO ARE FOR REFERENCE ONLY. r OISC76PEHCIES EXIST BETWEEN QUANTITIES W LEGEND AHO OUAomficS SHOWN ON PLANTING PLAN- QUANTITIES ON PLAN SKULL GOVERN. � yt I III A.i.•L Iv.s . BAt CLM ITT" RY 0— Iti saT2ms i iJs I/tf- r� .- a— ASl1• cs.a•t RI. . cmil Faso n� R_rR-alrl i i SITE PLAN P{11 V c B&A, A i SE W N STREET Mtft� Haan+ Ht®;' SYAW M.ya Tam. a.L3R.a _.- _.- _ _ _._ _ - _ __ _ _._ _ _ ----- _- _ _ _._M� ----- _ _._ _._._._--- .--- ._._ _--- _ _ _- -._- _ _ - _ _ _ _ _ _ _- _ _ _ _ - _ _ _ _ _._._.-._._ _- "at rn�. "W M00 y---------------------- •-----------------------------------------------•----------------- ).-tn.AftM1a IIII C" eo-■so E%MTrC- 7'-0' Ally si,D GURER Q Q44�w S1etl a:R w_T Cl -. -rURa■] •■mar E>dOTrt PAg4aar -- —--------------'-_-' -- ar4alm au..Tra ar . f En4T)G �OEYaLK , • ... •. , , .•D •1.: _ • SCE7dL< PEW y 9 rnl+eer ' --E>Sf6TrG .. KWo ANA 7f14nd .ra.M. I r ERv I b AP aln=.e 4n&c l)tt ]a1 r■ ec tnwi:r.mrme m iiSSj , i Wf♦OtLi f-YI-0 V . t il0{ t it I vaao■ e a t•LMV t"SPACE Sala=a w0 .,am) .w7awl - q I TM" J't RDA! ',� l 300a.=.TaaaUar ////��i�// /./ //� /% i _ I �I ■ Or :re �iC�R 1.D�E w.�uA.rou i rlcn.fYu.q�r 0..._ _... 4 ,.a ..... .. __.._ �_ _._....� aaC6l4Nor WV mrvaa. 1A a - _ 7.'IK ea=.611aG .tl4a. V w ° M 9 , 7 ■ 91� s.wYp.t W"00 r iCfic. »'.°• ' 73'-w 7Cr-1. 1 W.C. ' a'-ov wraa 77 MArla M'IfuRi Ya wml al snot auwwn m ' i'i•' Il- 1 3 ■ �I 6�JN'W.L'L rOr4"WWIE a: Mpnt an / - - e II � fOtll.!OIiler allrD.rTW ..N f n OOf q `�yr'. T4 �1 1 rvr• . ,3 _ 1 ... , ._. _ _......... -- - - ... e e--------- tl I4 9, S 71 lo� �4 SIINTANDER CENTER OWi- _ 6 M..... .. .TauYpn _.1■aRaa.. 1. RUN O y _.c I g QA2cNG tfvc r .1 EXISTING / �G q p ■. J a B LEVEL PARKING GARAGE to■■■ polls n .rM.r O � I g•d / z a O 7) FIriLW P u■r / f' j j 5'•b' -Nrr■ ■aaarr eana ... aa■anr_ / • r a �i {$i I r j EI E7 I ia3 I i7 CRIJ +L _/ I LEVEL PARKING GARAGE ExIBnNG Rtr UfE L�E,asrrra rYE \ U - 1 ✓ TD 5E ItS.MA-M S i LfTbfCK }.+. _ AtVNG POIY -c: c�...r 1� 6 @ Y�— ____n �6�0 •V1 ;t'-4 V1• t-1 V3' _ ] INI4_-- st rAlR1/.L7 �kvIIfEM +-+a-aE 14TN TEFZr AZZ 1t .: .. \_ T'-C S7• � _S'-�O' � :�-a' � A' -II' � �'-n' � 7Qt•V } 7'•n } li'-ir � 77'•!V.' " �. ' C 1 1 C.) 9, '* t . m_ BRICKELL BAYFRONT CLUB Lcr rus c_ v.. U77.ao]� )raL: t/1ST i'{ Lstt 6IMM Ltarc aa�A.sa. c.aa :rr ,7-a Lrn/a rAle GROUND LEVEL GARAGE/LOBBY FLOOR PLAIT 95— C i SE 14TR STF'.EET nrNr � xwc f.. xq.x... au. ` are. imo i SANTANDER CEP EXIST", i LEV-H FARKINO GAP vrrat.ec BRICKELL BAYFRONT CLUB x r n.x G® x.. 077�03 D.tr 6/r9/93 S+R D-D./iSJr. ch-k.i vt GOD IL/. N77\CO\.G-3 D-. g ffiI.. 3ND FLOOR CIARAOE FLOOR PLAN s_= uTH STREET SANTANDER CENTER F 6 LLIleL PAfiIC11iQ GARAGE I <►r I t?{ t� I i i -10 - II 1 I I ura TER Ili I I I � I OCNCFSTE UH.SET �CCxGI'd'lE I I 3' UM WITE 0 rvCc5----j IrAMEN Y ♦ 4 • J SZMAM PA W.M PALE 11.1fmiC+YT'E7 6T&L PARKING STRIPING DETAIL TYP. I i / `J vo LNML/TOP EIVING LEVEL 1 LEVEL 1 PAFtKINfl GARAGE L LL 4 L C) % O C C 3 O C� ice. l� U lam�Da. ywtl ! P•eraaa Se. Xph- 94. ,000 mmt, nm+•. aua ryml w-a/ 7LI (loe) afry R•.i.enC -- I _ I PmjRct Reny BRICKELL BAYFRONT CLUB my na GA77DN le.f� t/tC. t•d t Do. 9/11/95 Dn+m: !A/SLY_ CA00 Frr "77\CDU1-6 D-,. Md. 00 9RD/4TH TYPICAL GARAGE FLOOR PLAN SEE 14N STREET R PA ShPiTANDER CENTEF DIV IG 8 LIVEL PA"G GA AGE we;.�e rwT. BRICKELL BAYFRONT CLUB _U f Q O ` pC cu C p J� Crl 7 C— X.. w77m0 t/tt-td O.tm i/if/W! •E Cron me A2-12 B,.Vi 8TN FLOOR TOWM FITNE88 CENTER REFER TO 6WEET A-B FOR LA%ER SCALE DRAWIWS f S I,NTANDEr, C1HTER H113TING 9 I..:Vn PARKING GALUIGE i �, PRF'E2Ti LTE F£O-eEt! -rE- •-- I nn � eTo �3 0 I 1 PCOL LEACW I I I I 1 TOTER SEHACK 1 �I I I I I I DElII4C1: to-d rvucloLEReETeACIc I nL Ne'CYrYs tGaCATGD ; rAalAv�— / QI L"-B WE PRVATE ALLEY MDPE41Y L!E uaT♦'44 ►DILATES IEO"TEP VAICA 2 PROJECT CRITERIA? GiRM RDM AWA . BAMJS 6F APARTMENT FL00R UKIT MAKE-UP 4TH TO ism anal MzrM It P95CIt TION awiTITY ?dT R .COR AREA BPLIT PLAN UNIT 5 61W4 8F 2 BEORL 2 SATWZ'L WIT 2 514 8F -TP. I BEDRTA BATWM WfT 3 624 OF 1 CEDie t I CATNRt 11A MICAP W T 2 100 8F I BEDRT I SATHI M IMT 1 5% SF UNITS PER FLOOR 13 loiMcl0 SF -A=ATION 101WS96 5F TOT41 21;W A V TO -AL NLMfX OF 2 8EDR7/! EAT+. t W.3 . 160 TO -AL MrWR OF I BEDRIA BAT+ LM75 )3l TD-AL f&MM OF APARMT5 ML TO"AL PERCAW la OF 2 MORitS WITS . 54% f;P_1DrTAGE CF 18EDRt. W TS • 46% dX'SS P, YEA DBtES TUAT Mix UTUh T;Z DUT&DE PEW ETER CF TW E)CM01t 4 4 "_- •b — t■ lwtf �(J �—PRDPElti7 ltE vit I lY IatYl law Yn 1 IYTt Il IYill / I Ire+ilo ;o 1■ tun t•ur rn 1 tun t FASTING % t LIM PARKING GARAGE / EL Tid7•EFTY LNE— `�'S% • `''�., /• � � �� -'tee- � `��— •"�rn 2=: U rg1Ea �` Q LE of Dr i 0 Q Z3 REFER "0 SHEET A-9 FOR LARGER 6CALE DRAWING E L O % B& I aee6c..ca. a�...urn.-ems num. owrna+.s• anits�t net e.. t•r•e.•. Tfe4n frl. lose tm) n..le. atu (ae) aa-ao to hoal as.�F BRICKELL BAYFRONT CLUB ar rl.a e.— 14. oan S.J. 1/,C— rd Dnt e/TeM Ce..n 5.e Ch"k L• vs Cam r_ T� V_. g MI. I 7TN/TYP. FLOOR: PLAN Q7 li rr — I - - — - — - ----- --------------- --- --------- ------- --- `: I MAX.TO"bc�t SET6AGK w1r1r: PRIVXTE ALLEY p ( f, i I ' cog 1 1 u� i i ------------- -- ---- --- -----I-------- - --- ----- ---- - - I fi I / t- 1 I M- jI I II -------- i '{—:-- - --- i-- - ._.__i-.� - - l ;-------- 1---'------ - , --------- --I_----- It — ( t I -- — - --- -- -- 1 �... -- Hit —+� j y�j{7 ----� r-=I—I 1I I1� -----0 O jjIIIII I I--���JJjjI .. I{ ;IJ i-------- , ®®------ 1 - I I -------- , �•_ ®i --1 ----- I '' 11 •• i � 1 T------- I d s --- - - i I I 1 Id ' Mraa no Mwas rae Aem tr r 1 mtti I ILO+r�) ,•,�„�.,�_nnKl'YI.LL I ' �_f1.Y�t' I ' I MrKT aaL � I nt�.4T'W4 1 / I ' II 'i I ( 1 54SE auto i I I I-T--------�-�-I I , �-- I i j I �------j--j C-----� -- �,�� , I'' �; ��I.� I % ► II { I I I ! I I I� I'' 1 ' i ' I I' I � ,� ''`� •�•,' ;/ j IIII I I �- :.'••' —+1- I. y t'-1 l'1' , i ; V.-D N. .._Y.' I I 21'.1 lm' I I I Ila'.O I I tt'-D L]' 10.)•\'\` I!' VG' ' I I I I I I I 1 _ T � "'�f.. fff... 1 ty� 1 1 • I �.. vv I .I I .D D.D• { ' ' I I I Y•! Dm' �t--�`' ,�.-1 ( 1 D•i Dm• � 7'-4 V1' ' 7 ,4 1'-74' \ �• { I I I I I I 1 i I I •�I j ' 4 ( ' j �I I� i i t I { f jjil I I j � j -�;, �.• � -� I I I I I 1 1 I j j � jj j j l ,., 3) �6 i; $) �8 t 9 11 1 t3 15 17 ;11� ' 20 1 23) 24 2b 28 31 - `=- I i I I �I �,-0D+D' 2r-lo• _ m•.r n•-m �•-u• m•s• �.•n — 7r-R �. �D•.D w• 1 1 I { 1 4 j 7,) to 17 to 19 (t1) 22 27 29 30 32 33 ft—a . AI.as !sat.... Lc B&A >wsl: D_'is rc4rD.'.eda.ety. sD% L. Dq.Mr. Def.. D•au tom ....a. smwr atsa (tee) s2D-DWO 7Q po0) NFD4D A -A sy a Pni.ct n.m. BRICKELL SAYFRONT CLUB C T I ` csvn X.. G77,0. s.a.. I/C - I.-7 D_ 8/12/25 aj all CJ= M. u77\crI,12-u � ]Sr tSTH FLOOR FITNESS CENTER/ TOWER FLOOR FLAN A-8 lf� ------- -- i-- -.__ - _ ---_�- —---------_—-------------------------- — -- --- �_ rt�• Ii , ° i ; ( MAXI; JER 8E I OF 10'-0' WIDE .JvA-E AUEY V w �^ I I I • ! wxea,aa»ahen I I ' -.------_---•._•------�. w 1 i .' ,��� � ' I I I �� I Y it , •—_ : 1'd"'—'_ / i I1 EDpW 'BATH 648 8 i 3 , IFr r+L - — I - / J - - - - - - - - - - �-------- --- ---- ----------- t I 1 DEN 2 BATH I- 1 — i -- — - IMAM— wT BEDRM r BATFI - - 18EDRi1T' ATK- _ BEDR11/ BATH - 719 BF wrLriv - I�rxu19 ¢.Fvrrr RW BATH i ea9-r'"rati'i'L�-- rwsnrl w•rLnr I n�e•r—--_�4 I ■rmer ,� ' nseY nl. LIrNArM - / r Ii s I , r k _ __ / • �- „ t �rla +f I y{ i�� Lacer cTa� rbaLuw J i r�l� _ peira J ;;pra>. rrLra AL:.r I I— +� .—'�- 6`i - — i I�I -• (7�� wIf • i+rt I 7Ir' TIT O 1TII 0� IllOr ' is Irrl I TIT _ y,, _ --ry ' - er ITces (� k_L�C:: => Tr+ao ua r rrr-- �I �iTMr - rla I /mcwuLrr.w ` 7 1------- a------ �_� '�� r - t ® B RII/ 2 BA �iIBEDRN/ BAiRC] B DiUt! 1 BA1�IT 1 EDR / 17 BA a n OQ &f S.E. _ �l _9p0 g R _ o pi M wre I F ylrl _ CILL_ .11Y07U _ _JIlIL _ nr fIj i''-_�—_---�-- i •/I I• I �I IrrY I w[M pi? VLT wItf•fl YIY '� 7I'r't-- rIx ' ( Y. 1 '1------ I 1 I I ; � I -� I!.^_. YLOOR YIOp- WOT'/ - I L6rv7 I - 1 l I -•WLOR rTl I t6nIMN» 'pit) I •' 'r•� �dY .+D 1m+HMe1 TL ±v-iKw C.'Vt? IRY'a .ILLmm" A _� � EsILDN4 ' 1 I' , I w, r-rLr I a-Ivr I I 3•/ta• �I r-tvs I � I I e��Lur raw• L-`S-`�/ �� I�'2�' 131 � 6 �) I 8 9 I 11 I 1• � 1b I '` I � I I I . 1 J1 I yr-r x-r as• a•r — 1 -.....0 \J ICJ A i f �✓ vS, I LL �U O J •,• -- 0 c O U Dam.Os. y.mLL k v.rtu.. trc1 6.3I"DRM/2 BATH APARTMENT FLO011 AREA ■ 900 S.F UUAIiil7v a 44 2 BEDRM/2 BATH APARTMENT FLOOR AREA a 900 BF QUAPRITY a 115 1 BEDRM/1 BATH APARTMENT FLOOR AREA a 842 B.F QUANTITY ■ BE, 'TOTAL NUMBER OF APARTMIENTB a 297 2 BEDRM/ 2 BATH a 54 q 1 BrDRMI 1 BATH a 48 'L Y 10'•0' DBiBiO I W/D W-0'X i '-B' IUTCHE i � o 1 BEDRM/"I BATH APARTMENT FLOOR AREA ■ 021 BY QUANTITY ■ 28 1 BEDRM/1 BATH APARTMENT HANDICAP ACCESBIBLE UNIT FLOOR AREA a 719 BY QUANTITY a 14 L LI1 BdN0 15'-O'X 22'-2' 8'-0' BEDROOM v 16'•07 12'•0 1 BEDRM/1 BATH APARTMENT FLOOR AREA a 719 BY QUANTITY ■ 82 4eGt L. 1�.hr. Afw MI. 1000 N../. 1LefV ]e331 (eeei fy-!0!6 /Q 1700) OhM7e BRICKELL BAYFRONT CLUB i c7 �_ C cTJ nc� .i,eirs �+ cma M. r L TYP. APARTMENT FLOOR PLANS Q) yaa. N h 3 a (1�1�I +1Fr�otK {pq p-b BMICKELL BAYFRONT CLUB � WITD00 o�tc Utz/% a.Kr va coo tpe 38TH LEVEL/ ROOF PLAN LET 2LL F --------- L ----------- .............. -0 0 C) -�[ .. ......... .......... ELEY .16T'•S' TiH ROOR EiEV . JS6'•f' ELEv . 7Y'-S' !T4 iLOC,! ELEY . ]37." ,TH R OOR ELEY . R7'•9' SRD RCCR ELEY . E70'•]' LNE OF 1.42 R.00R 6MAC ELEY alb-S• mr rLoae ELEV • EOI'•)' ESTH ROOR EtFv . ty'•>• nTH aooR 16TH FLOOR ELEv . nr-6' ILLY . 163•-S' K1++0.Ci�lt ELEV . D)••O' 5TN BOOR ELEY • 1„'•S' uTu cL�e KeY . lu••9• P,WTED LWNT TVA -WED STW= _ CT11' CPU SAu%Kr w " P F11UAEW=M "'11C 5=4 REtiEAL t , p I � I —f I � 1 i O'•9'I A _ — 1 + n I _J f + + Y � i n , rIN i D � I + I — + A t i I i n I I I + i I 1 _ � r • � 1+ I 0 1➢ ■li 1 {r ■ � li ➢l� l➢ I➢ m 1 1 1 1 1 I 1 SET 1 1 I 1 1 I rma—ERTY LIL--.•� 1 1 nAwvl raEaerrcuo: e ■ Is ■ ■ P p 1� I c a— I ■ an PAWN LIGHT TE(RM STUCCO cx o= CCL. T MEFN96'CATID PLASTIC 6M= 80.E w PANTED LGa7 rr>TWW SM= GN CI:NC. COL 1 PAIITD LKin TECTIAR B ST= ON 8 CO'C.OLD= WALL PADXM- LIGHT TEXIM 6n= ON MTAL 6TIID eamwNG WILL PANW ww TEXDRED 6TI w GN CCNC• COPND -ANTED LIC4IT TEXTJED STU= TO W COTS. SLLiX WILL PARAPET PANTED LV44 TDMA'eD STL= RECElA III I PARIM U&C TEXXVW 5ft= I� f I® 1+4' CLVP.. LAITNATED GLA66lTrP! I® P PRMJASRIGATED "TIC 6TL CW 1M M T•.L711lD LOHi 77OOUIC7 61L'CCO I CN W alu SALCCNY WALL i® I� "4 �® I n PANTED LGWT TE%TWED STUCCO In I cfi D' OIL SALCCRY watt •waw, OPB16G •AHED LGHT TEXT'AED 6TW= t➢ ■ ■ li II ➢ m ■ ■ ■ II A m s ® li II ➢ 10 ■ ■ II! II E .P TO PASKM LEML CLEAR ST0T8FWr TENS 1FD S*a CASLE6 C !Y) a; U rO :PANTED LGIt TEXTIiFD 6TYCC0 +-.v U Ql CCW- WANN6 WILL :J •+r". _Q c: C o o�' U V U co %: 6aaMDa AfM� t PMrb�t bl B&A Icmtsa+Ih{in.lyN.fY� 67ms Otlp lAeaals Ae+6a�a 6WV 1D60 IUavIL )b.tr sIy (» 6M-i!0 tAi ftc63 CFMS M.riiene P•eIM. Moen. BRICKELL BAYFRONT CLUB a7 MAN 9A77= i.k 1p - r e D" 6/12/m 13 a_ 16 Chwk.2 v 6 CARD Me Dews ne- SOUTH ELEVATION rARA..r BBT 'D I PR.YE'Ak:ATED "TIC bT= IE1rtL6 P OMD L15M TE•YJ*X' ETU:CO P AZOM L I341 TDT.FM VU= L 4'AE:F LA-h -E: &-ZM — rEHBdG: 3TM CABLE s ■ 'O ® ® ■ i ul Be . ........ 113&A . rsm•.>eB•TI�B Teyaar :.e�oe4ra5eme. ftw waie04 ors'. Mwi* rr.ee. am hog **-am TAX hoe) aFwa PANOM L15M TM-IED On= ON B' CONC. BLOCK eWl PAtMO L13W TE%TAEO BT=O ON CRC. CP°eG / // ' /j / /// / / / // ® ® 1 1 -- -•�• BEV • 11l'-Y / I TRH FLOOR ®%/�// ® / / ® ® i• ELEv • au•x ImI aTN / /J .E� •/ . / ® J/ // 13 ® ® ® 11 �.— a B92v • .pY-Y zlwRooe. I -- // / �1 ®B ® ® / // ® ® ® ® 5 -- b B1,[v .ale'-!• i ]I 6T PLOOR p��1�� ®I ® Im / JJ / ® ® ® ® 1_. c d— Ev • •Iy'-y T LB.B: OF mialmo m nTURout / / 1 =AFMR4O'•0' - ELEVNFLOM A&Yc f NTH FLOOR M.t.ene — — / // ® al ® / ® ® ® El _ nTH AOQe i jp Is El 01 6 TM ROLR / • BHI ® ® / / ® ■ ® El iF 1 e. PMjKt / lm ® ® — 4 A TH FLOOR . ELEv. ks.Y wen. BRICKELL 6AYFRONT ® ® IN El; aev�.tai CLUB "r TILE %nL7 �lTH BOOR - J// ,rY��/, j� / ///// � �J/JJ/ J J / —^ 11 FLFy • •71••Y ¢Y euu � //i •%� ,�� i�iJJi J � � Etay. ,Bs.-�. {1y�, JJ I I a •Tw._arel TECREATk71 DECK . T" BtHRG9tPA1BCW � EliTI ,s�� ■ ■ 9®ili ® ■ i 1A ®I- I ruycrar a 4TY P 009 PARKM ELE - w.r c— T4. 4477xo ■ ® min ® ■ ■ In l� R ELEV;;'-TF U y � ' b 3D PDCRPARClG 4'-� 3.4. ./.C- I'-e D_ ■ ■ I I T I i L C O sJ. Tkr2 no '--�-- _ I I t 61GE[IRLIG ELLv.•y'iY @ �'' �� cs..at vB CaB4 tIIrt L E B I N B � Y B 1 6R0 POOR aCea•r B.Ev . �••6' 0' 4 J .� I � I AVWALTED BERNC! RA•7P i .�: a.e� na. PGN MUY PED BT=- ur, PROP--RTT LTE !— "-' C NORTH ELEVATIO! � TcurTaEriceTBAac wc L ® ® ■ ■ © IE ® ■ B ■ ■ ■ ■ E� 1l3 ® IS m ® nl■ ■ ■ ■ ■■ Ili B ■ ■ El ® ■ ■ BE ■ ° ■ ■ ■ ■ El ■ ■ !a ■ ■ ■ ■ ■ l� ■ tli ■ ■ ■ ■ RE ■ ■ 3 El ■ ■ IE ■ ■ ■ ■ ® ■ NE all■ s ■ ■ ■ © ■ iu° ■■ PANTED LOWT TE MREP OTUCA 01 CCIC G.THb PANTED MAT 7EXTLFW OTI1IX'.O GN V EEL FANW PANTED LV kT TETQUQW 6TUCC0 I' FIWAMOCATED 11 ASTIC OTUCCO IEhAL W CLEAq L91KA.TM 6LAee SIX= COMTRX X1NT 1' .-WAPtCATED "TC 57=4 } V24 rtTN LWT TLX°IIRD 6'UCCO CLAr TILE A' FOM 20-0 ' 6T1Y.t:0 LLY1L LLTiPt'D� 1tl'v�40ET6KKE�7. I I R I i to 0•,6• A LOADN(i i6 tIdTCW I I I I 1 ti • e'-0' 1 1 It— PR7MY LM L W e1.It OV .5. Q.— & P.tma.. re< J& : 6r6p Taiw. uw.®. { n.wr ata7 en-mw !Ai l� en-w° 0 BRICKELL EAYFRONT 1 CLUB I= FIX c X. 0.77 1S.�s 92 uon � D-Vg ^•,_ EAST ELEVATION ' I 1 ` I I ' I I I 1 f:i I I 1 I ' 1 f-IhLL.35I11L.. I •!b'-t' I I j j i I 6E'tr-lsTTa�� ' I 6AEE 6ULDtt. L►E----+i I PA WED L r.4 TECTJED e1= ON OCPtz LIGHT 7EXILPE!, 6=w CH 6TEE1 Fog= U LL ■• •® ® ®I® • IN ® ■ ■ Ill I® min " I■ �ANTFD L'4HT iFx11FED 6TLCOD al ■ LLIiLL ° P AG3atrxGA7LD PLa6ttG sTlrm WAAL � ■ ° ® ® ®I ® ■ W' CLE/R LATINATPD - A ■ ■ N � ®I ® ■ ■ ■ ■ It—® ■ i• a ® ®I® ■ ■ 6TLcco caNTRD_ x.Nr ®' ■ ■ ® III® ■ A ■ ■ ® i0 Ill ® ■ ■ ■ Lm—IL.iL ° ® • ' 0 ® min ®• •a 0 ®I® ° IN ■ ■ LB-BL3L ° ■• •■ O MI® ° im ° • ® m Rim ° i ■ ■ff a MAL ° -ja f•wrim mTtmO STUCCO � ■ ■ ® ® ®I ® ■ 16E .IP R'77 1� p■ asl�r rr ■ ��� ��� ❑ I iiioii`e� s� i 6t0 '� s ® � ❑ -PAINTED 6t0,70 RIM14D bn= PWADRCATED PLAFRC 6TUCt0 MVIAL mlacw • J bcm�a AI■nat t r.lo.s. 7x , i i B&A rbI s- �.r.sa■ aw. lull■ I8n0 lunL rl.••s aus (av}) o■-c■■ rat p1e) es->q rwcw E li= mxv C w'Xm +-PA HIED _1617 TDauow alw" ON f Tblu IL &AY - 6• CM a A4a MALL >n f b Riv - ELEY rAT C MANY t �l 7DcT1lED 6TafL0 ELIv . —PANTED LGIR i• Ti'sl _ 8IY• PAUf= LIGMr rEC11AED ST= CNON FLOOR n a�Y • "'.-�. 6 aue LarcLUV1 1 a" --w-v >, c oELEv . +0••Y j -f e1Ev. n.•�• I r j ON FLOCR jELEv - •TT-7' iG 6IY • 46• z tI.EV . -06'-e - L.Iv ..n••s• Ir PWAsrcArw PLAsrlc stucco IEaEAL I Y•P 6mIJIAFIC ELr-Ya S'r I 6E WA TIMAGE Ill < EiEY • 3 � f 1 I • � .- Qi V i:LIIII/ED 6E ------ fvcrEkTr LINE u :i p C C O c I 1 •� a 7 0 U 1r! C) G, nwiex r�;te Il■m. BRICKELL SAYFRONT CLUB ar riur c- M. W77= 5.4. 1/1t- i•-e ant 5/12/05 Dr— a -/Lc; cn..tl Y 6 CAN) rat aloa nut WEST ELEVATION r odr B 4""" wmwpdpmm..rw rm5. tow (M) W-M ra (M) w-OW P, ii w BRICKELL 1SAYFRONT CLUB Dope 6(t]/93 ar.-s as/•a %Wg Utz SECTION A -A V 0 c o U C) '0 U E aj a B&A hanow =.. = not a.. �.e... ma. MI. 1000 h"" lY.11. Mm (=) ftf- 0 ra m" W-" bn.me PeejKt N.eM BRICKELL BRYFRONT CLUB W PLO IeJc t/it- r-t Otls 6/17/13 arbt ri on+s m. SECTION B-B