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HomeMy WebLinkAboutR-01-1232J-01-977 11/15/01 r RESOLUTION NO. =' " A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 9, 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR THE BEACON AT BRICKELL VILLAGE PROJECT, A PHASED PROJECT TO BE LOCATED AT APPROXIMATELY 30 SOUTHEAST 8TH STREET AND 830 SOUTHEAST 1ST AVENUE, MIAMI, FLORIDA, TO BE COMPRISED OF A RESIDENTIAL TOWER WITH NOT MORE THAN 260 RESIDENTIAL UNITS, ACCESSORY RECREATIONAL SPACE, 5,745 SQUARE FEET OF NONRESIDENTIAL USES AND 364 PARKING SPACES; DIRECTING TRANSMITTAL OF THE HEREIN RESOLUTION; MAKING FINDINGS OF FACT AND STATING CONCLUSIONS OF LAW; PROVIDING FOR BINDING EFFECT; CONTAINING A SEVERABILITY CLAUSE AND PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on September 7, 2001, Millennium Penthouse, Inc., (hereinafter referred to as "APPLICANT"), submitted a complete Application for Major Use Special Permit for The Beacon at Brickell Project (hereinafter referred to as "PROJECT") pursuant to Articles 9, 13 and 17 of Zoning Ordinance No. 11000, for the properties located at approximately 30 Southeast 8th Street and 830 Southeast 1"t Avenue, Miami, Florida, as legally described in "Exhibit B" and "Exhibit A," attached and incorporated; and I A T C �116 All trm CITY COVMISSIONi MF'r.S�t4c OF 0 0 WHEREAS, development of the PROJECT requires the issuance of a Major Use Special Permit pursuant to Article 17 of Zoning Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended; and WHEREAS, the Large Scale Development Committee met to consider the proposed PROJECT and offer its input; and WHEREAS, the APPLICANT has modified the proposed PROJECT to address the expressed technical concerns raised at said Large Scale Development Committee meeting; and WHEREAS, the Urban Development Review Board to consider the proposed PROTECT and recommended approval; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on October 17, 2001, Item No. 4, following an advertised public hearing, adopted Resolution No. PAB-86-01 by a vote of six to zero (6-0), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order as attached and incorporated; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to C1 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 adopted by reference and incorporated as if fully set forth in this Section. Section 2. A Major Use Special Permit Development Order, attached and incorporated as "Exhibit A," is approved subject to the conditions specified in the Development Order, per Article 17 of Zoning Ordinance No. 11000, for the PROJECT to be developed by the APPLICANT, at approximately 30 Southeast 8th Street and 830 Southeast let Avenue Miami, Florida, more particularly incorporated. described on "Exhibit B," attached and Section 3. The PROJECT is approved as a residential/mixed-use development for the construction of a total of 260 residential units, with accessory recreational. space, 5,745 square feet of nonresidential uses and 364 parking spaces. Page 3 of 8 �_ t-12 b2 0 0 Section 4. The Major Use Special Permit Application for the PROJECT also encompasses the lower ranking Special Permits as set forth in the Development Order ("Exhibit A"). Section 5. The findings of fact set forth below are 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 -7 Zoning classifications of Zoning 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, parking, 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 $26.7 million, and to employ approximately 381 workers Page 4 of 8 '77 2 430 r.x N_{d err during construction (FTE -Full Time Employees); the PROJECT will also result in the creation of approximately 14 permanent new jobs. The PROJECT will generate approximately $394,556 annually in tax revenues to local units of government (2001 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; Page 5 of 8 0 (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 be mitigated through compliance with the conditions of this Major Use Special Permit. Section 6. The Major Use Special Permit, as approved and amended, shall be banding upon the APPLICANT and any successors in interest. Section 7. The application for Major Use Special Permit, which was submitted on September 7, 2001, and on file with the Department of Planning and Zoning of the City of Miami, Florida, shall be relied upon generally for administrative interpretations and is incorporated by reference. Section 8. The City Manager is directed to instruct the Director of the Department of Planning and Zoning to transmit a Page 6 of 8 copy of this Resolution and attachment to the developers: Adrienne Pardo, Esq. on behalf of Millennium Penthouse, Inc., 1221 Brickell Avenue, Miami, Fl. 33131. Section 9. The Findings of Fact and Conclusions of Law are made with respect to the PROJECT as described in the Development Order ("Exhibit A") for the PROJECT, attached and incorporated. Section 10. The Major Use Special Permit Development Order for the PROJECT ("Exhibit A") is granted and issued. Section 11. 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 12. The provisions approved for this Major Use Special Permit, as approved, shall commence and become operative thirty (30) days after the adoption of the herein Resolution. Page 7 of 8 Section 13. This Major Use Special Permit, as approved, shall expire two (2) years from its commencement and operative date. Section 14. This Resolution shall become effective immediately upon its adoption and signature of the Mayor.1/ PASSED AND ADOPTED this 15th day of November , 2001. JOE CAROLLO, MAYOR in rtl(`1rcP ���ii �Il��CIt i',,; `'. .i.St of 1`w<i �,�1 !.?.'3' ry •�;p rl a a..1 �r..�.,-1 �f it.�1 n. ��[i, iia2 �Ei�a4'w E�: c�'. ?;`I `41ho .lrf�>tr, a '.?"r' f _,.,, � _ _..:'J iii (on (-10) rr gurdln[) i7� -ne, Mihou Iiia rviay(,) r 4a'rCi yin . a y;: ATTEST: WALTER J. FOEMAN CITY CLERK APPROVED JXLE DR VILARELLO C Y A ORI�EY �r 11u\ W57 6- :dd:JEM 1� If the Mayor does not sign this Resolution, it shall become effective at the end of ten calendar days from the date it was passed and adopted. If the Mayor vetoes this Resolution, it shall become effective immediately upon override of the veto by the City Commission. AND CORRECTNESS: Clerk Page 8 of 8 r3 �� "EXHIBIT A" ATTACHMENT TO RESOLUTION NO. 01-1232 DATE: November 15, 2001 BEACON AT BRICKELL PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 9, 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended (the "Zoning Ordinance"), the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special. Permit for the Beacon at Brickell Village Project (hereinafter referred to as the "PROJECT") to be located at approximately 30 Southeast 8th Street and 830 Southeast 1St Avenue, Miami, Florida (see legal description on "Exhibit B," attached and incorporated), 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 issues this Permit: gg a9 1,23 2 FINDINGS OF FACT PROJECT DESCRIPTION: The proposed PROJECT is a residential/mixed use development to be located at approximately 30 Southeast 8th Street and 830 Southeast 1st Avenue, Miami, Florida. The PROJECT is located on a gross lot area of approximately 34,063 square feet and a net lot area of approximately 22,464 square feet of land (more specifically described on "Exhibit B," incorporated herein by reference). The remainder of the PROJECT`s Data Sheet is attached and incorporated as "Exhibit C." The proposed PROJECT will consist of a tower with no more than 260 residential units with accessory recreational space, and 5,745 square feet of retail and office uses. The PROJECT will also provide a total of 364 parking spaces. The ownership, operation and maintenance of common areas and facilities will be by the property owner or (in the case of the property being converted to condominiums) a mandatory property owner association in perpetuity pursuant to a recorded Declaration of Covenants and Restrictions. The Major Use Special Permit Application for the PROJECT also encompasses the following lower ranking Special Permits: Page 2 of 11 A 12 3 �_9 ._ 0 • CLASS I SPECIAL PERMIT as per Article 9, Section 906.6, for active recreational facilities (including swimming pools); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to obtaining a building permit from the Department of Planning and Zoning); CLASS I SPECIAL PERMIT as per Article 9, Section 925.3.8, to allow development/construction/ rental signage; CLASS I SPECIAL PERMIT as per Article 9, Section 917.2.1, to allow valet parking for residential use; CLASS I SPECIAL PERMIT as per Article 9, Section 920.1, to allow a construction trailer; CLASS I SPECIAL PERMIT as per Article 9, Section 920.1.2, to allow a temporary sales office trailer; CLASS I SPECIAL PERMIT as per Section 915.2 for FAA clearance letter; CLASS II SPECIAL PERMIT as per Article 6, Section 605.3.1, for development of new construction within the Special District; CLASS II SPECIAL PERMIT to allow reduction of parking guides and standards; CLASS II SPECIAL PERMIT as per Article 6, Section 605.3.1, for a temporary construction fence and covered walkway; Page 3 of 11 y.j 1. — 12 3 2 0 0 CLASS II SPECIAL PERMIT as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet; CLASS II SPECIAL PERMIT as per Article 9, Section 923.4, to allow a reduction of loading berth sizes. SPECIAL EXCEPTION as per Article 9 Section 917 to allow valet parking for a restaurant. MAJOR USE SPECIAL PERMIT as per Article 17 for development of 260 residential units; MAJOR USE SPECIAL PERMIT as per Article 9, Section 914 for FAR increase of 26,132 square feet for contribution to the Affordable Housing Trust Fund; PER CITY CODE, Chapter 36, Construction Equipment, request for waiver from the City Commission of noise ordinance during construction; PER CITY CODE, Section 23-5 (a) , request of a Certificate of Appropriateness for ground disturbing activity in an Archeological Conservation Area; PER CITY CODE, Chapter 13, request that the City reserve credits for 260 residential units and 5,745 square feet of non-residential use of the Downtown Development of Regional Impact (DRI) credits; Page 4 of 11 0 REQUEST that the following MUSP conditions be required at the time of shell permit instead of at issuance of foundation permit: a. the requirement to provide a letter of assurance for the Solid Waste Department; and b. the requirement to record in the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association; and c. the requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. Pursuant to Articles 13 and 17 of the Zoning Ordinance, approval of the requested Major Use Special Permit shall be considered sufficient for the subordinate permits requested and referenced above as well as any other special approvals required by the City which may be required to carry out the requested plans. The PROJECT shall be constructed substantially in accordance with plans and design schematics on file prepared by Behar Font & Partners, PA, dated September 2001; the landscape plan shall be implemented substantially in accordance with plans and design schematics on file prepared by Behar Font & Partners, PA, dated September 2001; said design and landscape plans may be permitted to be modified only to the extent necessary to comply with the conditions for approval imposed herein; all Page 5 of 11 ;, r _1.`32 modifications shall be subject to the review and approval of the Director of the Department of Planning and Zoning prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD --5 Zoning District, as contained in the Zoning Ordinance, the Zoning Ordinance of the City of Miami, Florida, as amended. The existing comprehensive plan future land use designation on the subject property allows the proposed mix of residential and commercial uses. CONDITIONS THE APPLICANT, ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY OR SEVERALLY, PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, SHALL COMPLY WITH THE FOLLOWING: 1. Meet all applicable building codes, land development regulations, ordinances and other laws. 2. Pay all applicable fees due prior to the issuance of a building permit; and pay DRI fees required to reserve development credits within 60 days of the effective date of this Resolution. 3. 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 Department of Planning and Page 6 of 11 0 Zoning, 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 Director of the Department of Planning and Zoning why such recommendations are impractical. 4. Obtain approval from, or provide a letter from the Department of Fire --Rescue indicating APPLICANT'S coordination with members of the Fire Plan Review Section at the Department of Fire -Rescue in the review of the scope of the 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. 5. Obtain approval from, or provide a letter of assurance from the Department of Solid Waste that the PROJECT has addressed all concerns of the said Department prior to the obtainment of a shell permit. 6. Prepare a Minority Participation and Employment Plan (including a Contractor/ Subcontractor Participation Plan) to be Submitted to the City's Director of Equal Employment Opportunity for review and comments, with the understanding that the APPLICANT must use its best efforts to follow the provisions of the City's Minority/Women Business Affairs and Procurement Program as a guide. 7. Prior to the issuance of a shell permit, record the following in the Public Records of Miami -Dade County, Florida, prior to the issuance of a shell permit. (a) a Page 7 of 11 s —. Fri Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity; (b) a certified copy of the Development Order specifying that the Development Order runs with the land and is binding on the APPLICANT, its successors, and assigns, jointly or severally. 8. Prior to the issuance of a shell permit, demonstrate to the City that the PROJECT has either: (a) completed its application for condominium requirements and submitted such to the State of Florida; or (b) provide the City with an executed, recordable unity of title or covenant in -lieu of unity of title agreement for the subject property; said agreement shall be subject to the review and approval of the City Attorney's Office. 9. The Department of Public Works shall be provided with plans for proposed sidewalk and swale area improvements for its review and approval prior to the issuance of a building permit; a covenant shall also be required for any nonstandard improvements located in the public right--of- way. 10. Provide the Department of Planning and Zoning with a temporary parking plan, including an operational plan, which addresses construction employee parking during the construction period, said plan shall be subject to the review and approval by the Department of Planning and Zoning prior to the issuance of any building permits and shall be enforced during construction activity. Page 8 of 11 _ 3 0 0 11. The APPLICANT shall retain the services of an archeological consultant who will be responsible for conducting archeological monitoring of all ground disturbing activity as well as the subsequent recovery of artifacts. Said consultant shall work at the direction of the Miami -Dade County Archeologist and shall provide reports to both that office and to the City. 12. Pursuant to the comments raised by the Urban Development Review Board ("UDRB"), the applicant shall modify the final design solution to respond to specific design issues related to the massing of the parking garage component of the project; any modifications to the plans that result shall be subject to final review and approval by the Director of Planning and Zoning. THE CITY SHALL: Establish the operative date of this Permit as being thirty (30) days from the date of its issuance; the issuance date shall constitute the commencement of the thirty (30) day period to appeal from the provisions of the Permit. CONCLUSIONS OF LAW The PROJECT, proposed by the APPLICANT, complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and Page 9 of 11 Ar`` 2 k � _[ 0 0 complies with .local land development regulations and further, pursuant to Section 1703 of the Zoning Ordinance: (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 (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 public safety; and (7) the public welfare will be served by the PROJECT; and (S) 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. Page 10 of 11 0 Pursuant to Section 1305 of the Zoning Ordinance, 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 the process of issuing individual building permits and certificates of occupancy. Page 11 of 11 �, 0 Exhibit 'T' LEGAL DESCRIPTION: Parcel 1; • "EXHIBIT B" f.ot 13 and the North 0.12 feet of the East 61.70 feet of Lot 12, Block 55 South, CITY OF vflAhif, recorded in flat Book "13" at page 41, of the Public: records of Miami -Dade County, Florida: together with an easement ror the: purpose of ingress and egress to S.E. 9'h Street, said easement it) be located over and on the We.t I() feet of Jots 11 and 12, Block 55 South, CITY OF MIAMI. according Lo the plat thereof recorded in Plat Book "I3". at page 41, of the Public Records of Miumi-Dads County. Florida. Parcel 2: T'og'ether ti4itlt that ceresin Fasement fir the benefit of Parcel 1 as cxeated by Easement for' l ncroachment Agreement recorded March 8. 1999, iti Official Records Hook 18508,'page 396, Of the public records of Miami -Dade C OUnty. Florida, for the purposes described -therein, over and across the land described therein. Parcei 3: All of Lot I and I:ot 2 and ; lass the West 69.95 feet of bots 2 and 3, Block 55 South C1'TY OF MIAMI. according to the plat recorded in flat Book "I3" at page; 41 of the public records of Miami -Dade County, Florida, less and except the North 4,00 feet of said Lot 3 conveyed to the Stetter of Florida in Deed recorded in Olf'icial Records Book 12061. page 1207, of the public records tit' Miarni-Dade C OU11ty. Florida, of -1232 0 0 "EXHIBIT C" PROJECT CRITERIA 1 ZONING INFORMATION: Project Name: The Beacon at Brickell Village Property Address: 830 S.E. I" Avenue Non-residential S.E. Bch Street & S.E. I" Avenue 0.17 Miami, Florida Zoning: Special District SD -7 6.93 (With Bonuses) Sec. 607 Increase in residential Central Brickell Rapid Transit Commercial -Residential District. Net Lot Area: 22,464 Sq. Ft. Gross Lot Area: 34,063 Sq. Ft. (2 sq.ft.11sq. ft. of non-residential) ALLOWED/REQUIRED PROPOSED Total number of dwelling units 251 Maximum F.A.R. 8.0 7.10 a. Non-residential 2.25 0.17 b. Residential 6.0 6.93 (With Bonuses) C. Increase in residential as per sect.607.2.(2) 0.16 (2 sq.ft.11sq. ft. of non-residential) d. Increase in residential as per Section 914 0.77 Maximum floor area for all uses: (8.0 x 34,063 Sq. Ft.) 272,504 Sq. Ft. 241,685 Sq. Ft. Building Area: a. Non-residential: 76,642 Sq. Ft. 5,745 Sq. Ft. (2.25 x 34,063 Sq. Ft.) b. Residential: 204,378 Sq. Ft. 235,940 Sq. Ft. (6.0 x 34,063 Sq. Ft.) C. Increase in residential as per 5,430 Sq. Ft Sect. 607.7.2. (2) (2 sq.ft./lsq. ft. of non-residential) Retail/Restaurant (2,715 sq, ft x 2 = 5,430 sq. ft.) d. Increase in residential as per Section 914 26,132 Sq. Ft. V - 32 • 0 Net Unit Area Total # of Units ALLOWEDIREQUIRED PROPOSED Minimum Off Street Parking: 265 364 a. Residential (l/unit) 251 341 (1 per bedroom) b. Retail 3 3 (2,715 Sq. Ft.11000) Cl 690 sq. ft. C. Office 11 11 (3,030 Sq. Ft./300) 1,065 sq, ft. 23 d. Visitors/Additional 2 Bedroom 9 930 sq. ft. 265 364 Loading Spaces 3 3 Open Space: 23,594 Sq. Ft. 51,571 Sq. Ft. (10% of total residential sq. ft.) TOTAL SQ. FT. Ground level 4,376 Sq. Ft. Pool level (Net Unit Area) 8,695 Sq. Ft. Open Terraces 38,500 Sq. Ft. Maximum Building Height: Unlimited 395'-0" (36 Story) Building Setbacks: S.W 8`h Street: 15'-0" from dedicated 15'-0" building base line S.E. I" Avenue: 12'-0" 12'-0" Interior Sides: '-0" 01-011 3 _ 0„ 03-011 `f UNIT BREAKDOWN: Unit Description Unit Type Net Unit Area Total # of Units Total Sq. Ft. 1 Bedroom Al 630 sq. ft. 46 28,980 sq. ft. 1 Bedroom BI 660 sq. ft. 92 60,720 sq.ft. 1 Bedroom Cl 690 sq. ft. 23 15,870 sq. ft. 2 Bedroom A2 1,065 sq, ft. 23 24,495 sq. ft. 2 Bedroom B2 930 sq. ft. 23 21,390 sq. ft. 2 Bedroom C2 875 sq. ft. 44 38,500 s9. ft. TOTAL SQ. FT. 189,555 sq. ft. (Net Unit Area) 2 JJ_ --19332 0 t PZ -1 PLANNING FACT SHEET APPLICANT Adrienne Pardo, Esq. for Millennium Penthouse, Inc., owner and Renzo Renzi, Contract Purchaser. HEARING DATE October 17, 2001 REQUEST/LOCATION Approximately 30 SE 8'h Street and 830 SE 1st Avenue LEGAL DESCRIPTION Complete legal description on file with the Hearing Boards Office. PETITION Consideration of approving a Major Use Special Permit for the Beacon at Brickell Village Project located at approximately 30 SE 8`" Street and 830 SE 1"' Avenue, in order to allow a mixed-use development project consisting of 260 residential units, with accessory recreational uses, 5,745 sq. ft. of retail space, and 364 parking spaces. PLANNING RECOMMENDATION Approval with conditions. BACKGROUND AND ANALYSIS See attached for background and analysis. PLANNING ADVISORY BOARD Approval with conditions VOTE: 6-0 CITY COMMISSION NIA APPLICATION NUMBER 01-066 Item #4 CITY OF MIAMI • PLANNING AND ZONING DEPARTMENT 444 SW 2"°AVENUE^, 3RO FLOOR • MIAMI, FLORIDA, 33130 PHONE (345) 416-1400 ;_...._.._.........--...._._......__..._.._...._.._.._........._......__� ...._ .._...................._.... Page 1 Date: 10/9/2001 A_-1:32 0 Analysis for Major Use Special Permit for the Beacon at Brickell Village Project located at 30 SE 8th Street and 830 SE 1St Avenue CASE N4. 2001-056 Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal for the Beacon at Brickell Village Project has been reviewed to allow a Major Use Special Permit. This Permit also includes the following requests: CLASS I SPECIAL PERMIT as per Article 9, Section 906.6, for active recrea- tional facilities (including swimming pools); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to obtaining a building permit from the Department of Plan- ning and Zoning); CLASS I SPECIAL PERMIT as per Article 9, Section 925.3.8, to allow develop- ment/construction/ rental signage; CLASS I SPECIAL PERMIT as per Article 9, Section 917.2.1, to allow valet parking for residential use; CLASS I SPECIAL PERMIT as per Article 9, Section 920. 1, to allow a construc- tion trailer; CLASS I SPECIAL PERMIT as per Article 9, Section 920.1.2, to allow a tempo- rary sales office trailer; CLASS I SPECIAL PERMIT as per Section 915.2 for FAA clearance letter; CLASS II SPECIAL PERMIT as per Article 6, Section 605.3.1, for development of new construction within the Special District; CLASS II SPECIAL PERMIT to allow reduction of parking guides and standards; CLASS H SPECIAL PERMIT as per Article 6, Section 605.3.1, for a temporary construction fence and covered walkway; CLASS II SPECIAL PERMIT as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet; CLASS II SPECIAL PERMIT as per Article 9, Section 923.4, to allow a reduction of loading berth sizes. SPECIAL EXCEPTION as per Article 9 Section 917 to allow valet parking for a restaurant. MAJOR USE SPECIAL PERMIT as per Article 17 for development of 260 resi- dential units; MAJOR USE SPECIAL PERMIT as per Article 9, Section 914 for FAR increase Of 26,132 square feet for contribution to the Affordable Housing Trust Fund. PER CITY CODE, Chapter 36, Construction Equipment, request for waiver from the City Commission of noise ordinance during construction; PER CITY CODE, Section 23-5(a), request of a Certificate of Appropriateness for ground disturbing activity in an Archeological Conservation Area; PER CITY CODE, Chapter 13, request that the City reserve credits for 260 resi- dential units and 5,745 square feet of non-residential use of the Downtown Devel- opment of Regional Impact (DRI) credits; REQUEST that the following MUSP conditions be required at the time of shell permit instead of at issuance of foundation permit: a. the requirement to provide a letter of assurance for the Solid Waste Department; and b. the requirement to record in the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association; and c. the requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. Pursuant to Articles 13 and 17 of Zoning Ordinance 11000, approval of the requested Major Use Special Permit shall be considered sufficient for the subordinate permits requested and referenced above as well as any other special approvals required by the City which may be required to carry out the requested plans. The requested Special Permit is for the purpose of allowing a mixed-use development project to consist of a tower with no more than 260 residential units with accessory rec- • reational space, and 5,745 square feet of retail and office uses. The PROJECT will also provide a total of 364 parking spaces. In determining the appropriateness of the proposed residential project, the Planning and Zoning Department has referred.this project to the Large Scale Development Committee (LSDC) and the Urban Development Review Board (UDRB) for additional input and recommendations; the following findings have been made: • It is found that the proposed residential development project, with accessory retail uses, will benefit the Downtown area by creating new housing opportunities, within close proximity to public transportation, to serve the Downtown area. • It is found that the subject property has convenient access to public transit that makes it ideally suited for residential use. • It is found that the project was reviewed by the Large Scale Development Committee and has been modified to address the expressed technical concerns raised at said Large Scale Development Committee meeting; however, additional design details related to sidewalk and swale area improvements will have to be submitted at the time of permitting. • It is found that the proposed project was reviewed for design appropriateness by the Urban Development Review Board and the Planning and Zoning Department; the staff review resulted in design modifications which were then recommended for approval to the Planning and Zoning Director. • It is found that with respect to all additional criteria as specified in Section 1305 of Zoning Ordinance 11000, the proposal has been reviewed and found to be adequate. Based on these findings, the Planning and Zoning Department is recommending approval of the requested Development Project with the following conditions: 1. The approval of this Major Use Special Permit shall be subject to the recordation of the following documents prior to the issuance of any building permits for the proposed project: a. Unity of Title or covenant in lieu thereof providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity or completion of the State of Florida condominium process which assures the same compliance. ji -1232 b. Development Order specifying that the Development Order runs with the land and is binding on the Applicant, it successors and assigns, jointly or severally. 2. Pursuant to the Department of Public Works, plans for proposed sidewalk and Swale area improvements must be approved prior to the issuance of a building permit and a covenant will be required for any non-standard improvements located in public right-of-way. 3. Submittal of a parking plan for construction employees while the new building is under construction; said parking plan shall be subject to review and approval by the Planning Department prior to the issuance of any building permits and must comply with the Development Order criteria. 4. This approval shall also be subject to all additional conditions as specified in the attached Development Order. RESOLUTION PAB - 86-01. A RESOLUTION RECOMMENDING APPROVAL WITH CONDITIONS, AS SPECIFIED BY STAFF, OF A MAJOR USE SPECIAL PERMIT FOR THE BEACON AT BRICKELL VILLAGE PROJECT LOCATED AT APPROXIMATELY 30 SOUTHEAST 8' STREET AND 830 SOUTHEAST 11r AVENUE IN ORDER TO ALLOW A .RESIDENTIAL DEVELOPMENT PROJECT CONSISTING OF 260 RESIDENTIAL UNITS, WITH ACCESSORY RECREATIONAL USES, 5,745 SQUARE FEET OF RETAIL SPACE AND 364 PARKING SPACES, WITH THE ADDITIONAL CONDITION THAT THE APPLICANT BRING THE PROJECT BACK TO THE URBAN DEVELOPMENT REVIEW BOARD (UDRB) TO RESPOND TO SPECIFIC ISSUES RELATED TO THE MASSING OF THE PARKING GARAGE COMPONENT OF THE PROJECT. HEARING DATE: October 17, 2001 ITEM NO.4 VOTE: 6-0 r s ATTEST: AnaberoWhez,birector Planning and Zoning Department , 1 s � Illil ab° o a • 'o ' SaIV �� J 1 3 S. 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E. 13 S.IE"' ° s• °stye 3r T. 8 r _ ro rff 95 2, Q b 4Cr-4 it 1x .., 1a . ve 1r ❑ 1, f6 1r It sc S.W, 14 ST.U8 '!2 o° z z GCr s zn r 9 0 ! a r..1 ,. e.. s£•rz� a�p�m rRq•zja .q s 5. 232 �� � e e t t l > e '•a � j i �'. \ 9 7 r .. r a 1 � . °• '. Q �-! � SGa 'M6Ni , •{i�! t "1111 ., O ya, L 'Ji t f CIPY OF MLAMI • PLANNING DEPARTMENT APPLICATION FOR MAJOR USE SPECIAL PERMIT IT IS INTENDED THAT MAJOR USE SPECIAL PERMITS BE REQUIRED WHERE SPECIFIED USES ANDIOR OCCUPANCIES INVOLVE MATTERS DEEMED TO BE OF CITYWIDE OR AREA -WIDE IMPORTANCE. THE CITY COMMISSION SHALL BE SOLELY RESPONSIBLE FOR DETERMINATIONS ON APPLICATIONS FOR MAJOR USE SPECIAL PERMITS. (SEE ,4RT1CLE 17 OF ORDINANCE 11000, AS AMENDED. THE ZONING ORDINANCE OF THE Cra OF MMMI, FLORIDA.) TETE CITY COMMISSION SHALL REFER ALL APPLICATIONS FOR MAJOR USE SPECIAL PERMITS TO THE PLANNING ADVISORY BOARD AND TO THE DIRECTOR OF THE PLANNING DEPARTMENT FOR RECOMMENDATIONS, AND MAY MAKE REFERRALS TO AGENCIES, BODIES, OR - OFFICERS, EITHER THROUGH THE PLANNING DEPARTMENT OR DIRECTLY, FOR REVIEW, ANALYSIS AND/OR TECHNICAL FINDINGS AND DETERMINATIONS AND REPORTS THEREON. (SEE SECTION 1301.5 OF ORDINANCE 11000, AS AMENDED, THE ZONING ORDINANCE OF T71E CITY OF MIAMI, FLORIDA.) SECTION 2-653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA. AS AMENDED. GENERALLY REQUIRES ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK. PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. NOTE. THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED INBLACKINK. Millennium Penthouse, Inc.; owner and* I, Adrienne F. Pardo-jr, on behalf of hereby apply to the Director of the Planning Department 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. *Benzo Renzi, contract Property Address: purchaser 30 S.E. 8th Street and 830 S.E. 1st Avenue See attached Exhibit "2" for folio numbers Nature of proposed use (be specific): A roval of approximately 260 residential units and retail, and approval of additional floor area pursuant to Section 914. APPLICATION MATERIALS I attach the following in support and explanation of the application: 12f 1. Two original surveys, prepared by a State of Florida Registered Land Surveyor within one year from the date of application. 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach forms 4-33 and 4a-83 to application). • 0 APPLICATION MATERIALS (continued) .ttach the following in support and explanation of the application: ID 3. Certified list of owners of real estate within a 375 -foot radius from the outside boundaries of property (attach form 6-83 to application). LI 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. ES 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. FS 6. Concept Plan a) Site plan and relevant information per Section 1304.2.1d -h. b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities, per Section 1702.3.2a. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, changes of zoning or exemptions, per Section 1702.3.2b. ® 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). ❑ 8. Other (be specific): ® 9. Fee of $ 22 625. 00 for the Major Use Special Permit, based on current fee schedule as set forth in Chapter 62 of the Code of the City of Miami, as amended. t 10. Additional fee of S_lj 443 .50 , for any required special permits, changes of zoning or variances set forth in chapter 62 of the Code of the City of Miami, as amended. Total Fee: $ 24 , 058. 50 Application Fee $-22,625-00 Signature Advertising Namd Surcharge $1,150.00 Mailing Labels $ 283.50 Address Phone/Fax Date �j pp Adrienne F. Pardo` 1221 Brickell Avenue, Miami., FL 33131 ( 305) 57-9683/ 305 961-5683 September 7, 2001 U- APPROVAL OF THIS APPLICATION FOR MAJOR USE SPECIAL PERMIT SHALL CONSIST OF AN EXECUTED RESOLUTION BY THE ,.,,AMI CITY COMMISSION AND A DEVELOPMENT ORDER ATTACHED THERETO WHICH SPECIFIES THE CONDITIONS UNDER WHICH TIES MAJOR USE SPECIAL PERMIT APPLICATION IS APPROVED; IF APPROVED BY THE CITY COMMISSION, SAID RESOLUTION AND DEVELOPMENT ORDER SHALL, UPON EXECUTION THEREOF, BE TRANSMITTED TO THE OWNER OR AUTHORIZED AGENT AT THE ADDRESS SPECIFIED ABOVE. i1-1232 ZONING FACT SHEET Case Number: 2001-0476 15 -Oct -01 Item No: 6 Location: Approx. 30 SE 8 Street & 830 SE 1 Avenue Legal: (Complete legal description on file with the Office of Hearing Boards) Applicant: Adrienne F. Pardo, Esq. on behalf of Millennium Penthouse Inc.,owner & Renzo Renzi, Contr. Purchaser 1221 Brickell Ave, Miami, FL 33131 App, Ph: (305) 579-0683 Zoning; SD -7 Central Brickell Rapid Transit Commercial -Residential Districts Request: Special Exception as part of a Major Use Special Permit for The Beacon at Brickell Village, as listed in Ordinance No. 11000, as amended, the Zoning Ordinance of the City of Miami, Article 9, Section 917.1.2, Valet Parking, generally, to allow parking facilities to maintain valet parking up to fifty percent of existing offstreet parking spaces. Purpose: This will allow a mixed—use multistory structure on this site. Recommendations: Planning Department: Approval with conditions Public Works: Replatting a portion of Lots 2 & 3 may be required Plat and Street Committee: See Public Works comments Dade County Transportation: No comments Enforcement History, If any C.E.B. Case No: N/A Last Hearing Date: Found: N/A Violation(s) Cited: N/A Ticketing Action: NIA Daily Fine: $0.00 Affidavit Non -Compliance Issued on: Warning Letter sent on: Total Fines to Date: $0.00 Lien Recorded on: Comply Order by: CEB Action: History: Analysis: Please see attached. Zoning Board Resolution No: ZB 2001--0478 Zoning Board: Approval Vote: 9--0 City Commission! N/A 0 9 Analysis for Special Exceptions for the The Beacon at Brickell Village Located at approx. 30 SE 8th Street & 830 SE I" Avenue CASE NO. 2001-0476 Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal for The Beacon at Brickell Village has been reviewed to allow the following Special Exceptions: Special Exception per Article 9, Section 917.1.2 to allow parking facilities to main- tain valet parking up to 50% of the existing off-street parking spaces. The requested Special Exceptions are for the purpose of allowing the The Beacon at Brickell Village Project, a mixed use development consisting of a total of 341 units, 5,530 square feet of retail and office space and 364 parking spaces for the property located at approximately 30 SE 8`h Street and 830 SE I" Avenue within the SD -7 area (see attached legal description, location maps and aerial photographs for exact property boundaries). Note: These Special Exceptions also encompasses the following subordinate permits: 1. Class Il Special Permit as per Article 6, Section 607.3.1, for temporary construction fence and covered walkway. 2. Class 11 Special Permit as per Article 6, Section 605.3.1, for development of new construction within a Special District. 3. Class II Special Permit per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet. !' 4. Class II Special Permit to request a waiver of City of Miami Parking Guides and ' Standards to allow 22 feet backup where 23 feet is required. 5. Class II Special Permit to request a waiver of City of Miami Parking Guides and Standards to reduce two of the required loading docks dimensions from 12'x35' to one 12'x30' and one 10'x 20' 6. Class I Special Permit for aviation hazard, FAA clearance approval required (Article 9, Section 915.2). 7. Class I Special Permit as per Article 9, Section 906.6, for pool/outdoor recreation area. 8. Class I Special Permit as per Article 9, Section' 925.3.8, to allow development/construction/rental signage. 9. Class I Special Permit as per Article 9, Section 918.2, for parking and staging of construction during construction. 10. Class I Special Permit as per Article 9, Section 920. 1, to allow a construction trailer. 11. Class I Special Permit as per Article 9, Section 917.2.1, to allow valet parking for residential and other uses. The following findings have been made: It is found that the proposed mixed-use development project will benefit the SE 81h Street corridor west of Brickell Avenue Area Residential -Office District by creating new residential, accessory office and retail at the comer of SE 8t' Street and SE I" Ave. It is found that the subject of these Special Exceptions, specifically to allow facilities to maintain Valet Service for up to 50% of existing off-street parking spaces, for the proposed project, are completely within the scope and character of the project given that it is a high density mixed-use residential project to be located west of Brickell Ave. and along the SE 8`h Street corridor of the SD -7 "Central Brickell Rapid Transit Commercial Residential District". It is found that with respect to all additional criteria as specified in Section 1305 of Zoning Ordinance 11000, the proposal has been reviewed and found to be adequate. Based on these findings, the Planning and Zoning Department is recommending approval of the requested Mixed -Use Residential Development Project with the following conditions: I- The applicant shall present all final design details, including color, material and final landscape plan for review and approval by the Planning Director prior to he issuance of a building permit. 2- This approval shall be subject to all additional conditions specified in the final development order of Major Use Special Permit for the project. u1-1 232 Miami Zoning Board Resolution No.: 2001-0478 Monday, October 15, 2001 Mr. Juvenal Pina offered the following resolution and moved its adoption Resolution: AFTER CONSIDERING THE FACTORS SET FORTH IN SECTION 1305 OF ORDINANCE 11000, THE ZONING BOARD RECOMMENDED APPROVAL TO THE CITY COMMISSION OF THE SPECIAL EXCEPTION AS PART OF A MAJOR USE SPECIAL PERMIT FOR THE BEACON AT BRICKELL VILLAGE, AS LISTED IN ORDINANCE 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 9, SECTION 917.1.2, VALET PARKING, GENERALLY, TO ALLOW PARKING FACILITIES TO MAINTAIN VALET PARKING UP TO FIFTY PERCENT OF EXISTING OFFSTREET PARKING SPACES FOR THE PROPERTIES LOCATED AT APPROXIMATELY 30 SOUTHEAST 8TH STREET AND 830 SOUTHEAST 1ST AVENUE, LEGALLY DESCRIBED AS EXHIBIT "1" (HEREBY ATTACHED), PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; ZONED SD -7 CENTRAL BRICKELL RAPID TRANSIT COMMERCIAL -RESIDENTIAL DISTRICTS. THIS SPECIAL EXCEPTION WAS RECOMMENDED FOR APPROVAL WITH A TIME LIMITATION OF TWENTY FOUR MONTHS IN WHICH A BUILDING PERMIT MUST BE OBTAINED, SUBJECT TO THE FOLLOWING CONDITIONS BY THE PLANNING AND ZONING DEPARTMENT: 1) THE APPLICANT SHALL PRESENT ALL FINAL DESIGN DETAILS, INCLUDING COLOR, MATERIAL AND FINAL LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE PLANNING DIRECTOR PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND 2) THIS APPROVAL SHALL BE SUBJECT TO ALL ADDITIONAL CONDITIONS AS SPECIFIED IN THE FINAL DEVELOPMENT ORDER OF THE MAJOR USE SPECIAL PERMIT FOR THE PROJECT. Upon being seconded by Mr. Rodolfo de la Guardia, the motion was passed and adopted by the following vote: Mr. Rodolfo De La Guardia Yes Mr. Charles J. Flowers Yes Mr. Joseph H. Ganguzza Yes Mr. Charles A. Garavaglia Yes Ms. Ileana Hemandez-Acosta Yes Mr. Humberto J. Pellon Null Mr. Juvenal A. Pina Yes Mr. Allan Shulman Yes Mr. Angel Urquioia Yes Mr. Georges Williams Yes AYE: 9 NAY: 0 ABSTENTIONS: 0 NO VOTES: 7 ABSENT: 0 Ms. Fernandez: Motion carries 9-0 Teresita L. Fernandez, Executive Se retary Department of Planning and Zoning Hearing Boards Division Case No. 2001-0476 Item Nbr: 0 Exht_ ib. it "I_' LEGAL DESCRIPTION: Parcel 1: 0 Lot 13 and the North 0.12 feet of the last h1.70 feet of Lot 12, Block 55 South, CITY OF ,MIAMI. recorded ill flat Book "B" at page 41. or the Public records of Miami -Dade County, Florida: together with an easement hir the purpose of ingress and egress to S.E. 9 Street, Swd casement to be located over and on the Wc.st W teet ot' Lots I I and 12, Block 55 South, CITY OF MIAMI, according to the plat thereof' recorded in Plat Hook • B". at page 41, of the Public Records of'Mianti-Dads County. Florida. Parcel ?: Together with that certain Easement tc)r the benefit of Parcel 1 as created by Easetttetyt for' Encroachment Agreement recorded March 8. 1999, if; Ofticial Records Book 19508, -page 396, of the public records of Miami -Dade County. Florida, for the purposes described -therein, over and across the land described therein. Parcel 3: All oC Lot I and belt 2 and' 3 less the West 68.95 fret of Leis 2 and 3, Block 5.5 South CITY OF MIAMI. according . to the plat recorded in Plat licwk 13" at paget41 LW tits public le=ads of Miami -Dade County. Plorida, less and except the North 4.00 feet ot'said Lot 3 conveyed to the State of Florida in Deed recorded in Official Records Book 12061, page 1207, of the public records ni' MiMni-Dade County. Florida, x1---1}32 i • Zoning Board Action for Special Exception Motion: 1 move that the request on agenda item # % be (denied) (granted) in that the requirements of Article 16 were (were not) satisfied by relevant evidence in the record of the public hearing a) as stated in the City's finds or fact, or b) as demonstrated by the petitioner, or c) on the basis of the following: The Zoning Board, in its decision to (grant) (deny) the special exception, shall make written findings that the applicable requirements of this zoning Ordinance, Section 2305 (have) (have not) been met. Circle appropriate condition(s): 1305.1 Ingress and Egress Due consideration shall be given to adequacy of ingress and egress to the property and structure and uses thereon, with particular reference to automotive and pedestrian safety and convenience, traffic flow and control and access in case of fire and emergency. 1305.2 Offstreef Parking and Loading Due consideration shall be given to offstreet parking and loading facilities as related to adjacent street, with particular reference to automotive and pedestrian safety and convenience, internal traffic flow and control, arrangement in relation to access in case of fire or other emergency and screening and landscaping. 1305.3 Refuse and Service Ares Due consideration shall be given to the location, scale, design and screening of refuse and service areas to the manner in which refuse is to be stored and to the manner and timing of refuse collection and deliveries, shipments or other service activities, as such matters relate to the location and nature of uses on adjoining properties and to the location and character of adjoining public -{ ways. 1304 Signs and Lighting Due consideration shall be given to the number, size, character, location and orientation of proposed signs and of proposed lighting for signs and premises, with particular reference to traffic safety, glare and compatibility and harmony with adjoining and nearby property and the character of the area. off. -1232 • 0 1305.5 utilities Due consideration shall be given to utilities required, with particular reference -to availability -and capacity of systems, location of connections and potentially adverse appearance or other adverse effects on adjoining and nearby property and the character of the area. 1305.6 Drainage Due consideration shall be given for drainage, with particular reference to effect on adjoining and nearby properties and on general drainage systems in the area. Where major drainage volumes appear, likely and capacity of available systems is -found marginal or inadequate, consideration shall be given to possibilities for recharge of groundwater supply on the property, temporary retention with gradual discharge, or other remedial measures. 1305.7 Preservation. of Natural Features Due consideration shall be given to provision for the preservation of existing vegetation and geological features whenever possible. 1305.8 Control of Potentially Adverse Effects Generally In addition to consideration of detailed elements indicated above, as appropriate to the particular class or kind of special permit and the circumstances of the particular case, due consideration shall be given to potentially adverse effects generally on adjoining and nearby properties, the area, the neighborhood or the City of use or occupancy as proposed, or its locations, construction, design, character, scale or manner of operation. Where such potentially adverse effects are found, consideration shall be given to special remedial measures appropriate in the particular circumstances of the case, including screening or buffering, landscaping, control of manner or hours of operation, alteration of use of such space, or such other measures as are required to assure that such potential adverse effects will be eliminated or minimized to the maximum extent reasonably feasible and that the use of occupancy will be compatible and harmonious with other development in the area to a degree which will avoid substantial depreciation of the value of nearby property. K Ar Sig*tr Print Name -WW Agenda Item 1'V_ I -G I Date CITY OF MIAMI OFFICE OF HEARING BOARDS APPLICATION FOR SPECIAL EXCEPTION rawrrrprwwwwrrrrrwrawwwwwwrrrrrrwarrwawwwwrs•rrawwyr,,,,.rurrrwrr�wryr�wrrrwwwrkwwaawrrrrwwtaayrrrrwwwaaa*ararra*wwarrrawrwawwwwrrrrrr ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY !-TALL), LOCATED AT 3500 PAN AMERICAN DRIVE. MIAMI, FLORIDA, 33133. rrrwrrwarwwwwrrarrrws�wwwwarytrrrrrarwwrrrrwa►rrwwwrrrr*rwrrar.wawrrrrrrrwwwrrwrr.wwyryrry.rrrwwrrrwrrrrrrrwwwwrrrrr,rrrrarwrrrrr+r.. NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INK. IT WILL BE ACCEPTED BY THIS OFFICE ONLY THE FIRST SEVEN (7) DAYS OF THE MONTH, APPLICANTS ARE RESPONSIBLE, IF NEEDED, TO BRING AN INTERPRETER FOR THE ENGLISH LANGUAGE TO ANY PRESENTATION BEFORE ANY BOARD OR COMMITTEE AND THE CITY COMMISSION. Within the City generally, or within certain zoning districts, certain structures, uses, and/or occupancies specified in this ordinance are of a nature requiring special and intensive review to determine whether or not they should be permitted in specific locations, and if so, the special limitations,' conditions, and safeguards which should be applied as reasonably necessary promote the general purposes of this Zoning Ordinance and, in particular, to protect adjoining properties and the neighborhood from avoidable potentially adverse effects. It is further intended that the expertise and judgment of the Zoning Board be exercised in making such determinations, in accordance with the rules, considerations and limitations relating to Special Exceptions (see Article 16 of the Zoning Ordinance). Formal public notice and hearing is mandatory for Special Exceptions. The Zoning Board shall be solely responsible for determinations on applications for Special Exceptions except when otherwise provided for in the City Code.. All applications shall be referred to the Director of the Planning and Zoning Department for his recommendations and the Director shall make any further referrals required by these regulations. *Renzo Renzi, contract purchaser I, Adrienne F. Pardo on behalf of Millennium Penthouse, Inc.,, owner and* hereby apply to the City of Miami Zoning Board for approval of a Special Exception for the property located at See attached Exhibit "Z folio number See a tac e x i i . Nature of proposed use (please be specific): Special Exception to allgw valet pa.r a faL a rer,:talirnnt. In support of this application, the following materials are submitted: 1. Two original surveys of the property prepared by a State of Florida Registered Land Surveyor within one year from the date of application. 2. Four copies -signed and sealed by a State of Florida Registered Architect or Engineer of site plans showing (as required) property boundaries, existing (if any) and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building Spacing. Ji -1 232 CJ I Plans need to be stamped by the Office of Hearing Boards and signed by Public Works, Zoning and Planning prior to submission of application. 4. One (1) 8'/x x 11 copy of the signed plans attached to this application. 5. Affidavit and disclosure of ownership of property covered by applications and disclosure of interest from attached to this application. 6. Certified list of owners of real estate within a 375 -foot radius of the outside boundaries of property covered by the application. 7. At least two photographs that show the entire property (land and improvements). 8. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of the property. 9. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application): 10. Cost of processing according to Section 62-156 of the Zoning Ordinance: Special exception $ 800.00 Special exception requiring automatic city commission review $ 2,000.00 Extension of time for special exception $ 500.00 Public hearing mail notice fees, including cost of handling and mailing per notice $ 3.50 Surcharge equal to applicable fee from item above, not to exceed eight hundred dollars ($800.00) 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. Signature Name Adrienne F. Pardo Address 1221 $rickell Avenue I-X.ami , F-Edricta 33131 Telephone (305) 579-0683 Date September 7, 2001 2 _I I.V.:. • STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 01 , by Adrienne F. Pardo known to me or who has produced as identification and who did (did not) take an oath. STATE OF FLORIDA COUNTY OF MIAMI-DADE • ( day of September who is personally N ame: t f_ _: "'.`; , 7,72- . L ^ .1. Notary P blit-Statef Etn nzm- Commiss1t�rf-No. My Comrmssion Ex�s;�.- -"'- The foregoing instrument was acknowledged before me this day of 20 , by of a corporation, on behalf of the corporation. He/She is personally known to me or has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 20 --, by partner (or agent) on behalf of , a partnership. He/She is personally known to me or who has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires - 3 Yi-1232 0 AFFIDAVIT E Before me, the undersigned authority, this day personally appeared Adrienne F. Pardo _, who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required by Chapter 55 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/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, telephone numbers and legal descriptions for the real property of which he/she 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. Applicant's Signature STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 7 day of September 20 of , by Adrienne F. Pardo who its personally known to me or who has produced as identification and who did (did not) take an oath. Name: Notary Public -State of / ride _ .. Commission No.:--_ m -y_ - My Commission. �:F n t —1232 • OWNER'S LIST Jwner's Name um Penthouse Inc. Mailing Address 1643 Brickel,l Ave, #4902, Miami, FI 33129 Zip Code Telephone Number Legal Description: See attached Exhibit 111" Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Owner's Name "'(ailing Address Zip Code 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: Noneeet Address Street Address Street Address Legal Description Legal Description Legal Description • CONTRACT PURCHASER O'A LIST Owner's Name Renzo Renzi Miami, F1 Mailing Address J-052 S.W. 2 7th Avenue, 1.01 Zip Code 33133 Telephone Number 3 0 5) 446-1170 Legal Description: See attached Exhibit 111" Owner's Name Mailing Address Telephone Number Legal Description: Owner's Name Mailing Address Telephone Number Legal Description: Zip Code Zip Code Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 500 feet of the subject site is listed as follows: Street Address Street Address Street Address 4 Legal Description Legal Description Legal Description DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: S.E. 8" Street and S.E. 151 Avenue See attached Exhibit "1" 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami 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 trust, and/or any other interested parties, together with their addresses and proportionate interest. Millennium Penthouse, Inc. is owned by: Cynthia G. Wilcox 100% 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 500 feet of the subject real property. None Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI -DARE - 7 The foregoing instrument was acknowledged before me this I _ day of September, 2001 by Adrienne F. Pardo who is personally known to me or who has produced as identification and who did (did not) take an oath. Name: Notary Public -State o rida Commission No•.: My commis" sio,UExpife'g_r. '17 ly . X232 • 0 CONTRACT PURCHASER DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: S.E. 8"' Street and S.E. 1st Avenue See attached Exhibit "1" 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami 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 trust, and/or any other interested parties, together with their addresses and proportionate interest. Renzo Renzi and or assigns 100% I Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 500 feet of the subject real property. None Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI -DADS The foregoing instrument was acknowledged before me this day of September, Adrienne F. Pardo who is personally known to me or who has produced as identification and who did (did not) take an oath. 2001 by Name: / Notary Public -State Flori Conunisiionigo.:. My Cornmissiqu., es..i. '4 Exhibit LEGAL DESCRIPTION: Parcel 1: 0 Lot 13 and the North 0.12 feet of the: Past hl.70 feet of Lot 12,, Block 55 South, CITY OF MIAMI. recorded in Plat Book "B" at page 41. of the Public rlttoords of Miami -Dade County, Florida: together with an casement fear the purpose of ingress and egress to S.E. 0 Street, said casement it) be located over anti on the Wirt 10 feet of Lots I 1 and 12, Block 55 South, CITY OF MIAMI. according to the plat thereol' rcrurded in Plat Book -13". at page 41, of the Public Records of Miami -Dade County, Florida. Parcel 2: Toacther %k;ittt that certain Fasemrnt fcsr the: benefit tit' Parcel I as created by Emment for Encroachment Agreement recorded March S. 1999. iri Official Records Book 18508,,page 396, Of the puhlic rect)r& of Miami -Dade County. Florida, for the purposes described•themin, over and across the land described therein. Parcel 3: .All cif I_ot 1 and IA)t 2 and 3 less the West 68.95 fret (if bots 2 aA4 3, Block 55 South CITY OF MIAMI. according to Elie plat recorded in Plat Book "H" at page eel of fire public M%;Or& of Mianii-Dade County. Florida, less and except the North 4.00 feet uf'suid Lot 3 conveyed to the State a f' Florida in Deed recorded in t )1'ficiul Records Book 12061, page 1207, of the public records a1' Miarni-Dade County. Florida. -1232 Exhibit "2" Folio Numbers: 01-0205-050-1010 30 S.E. 8" Street 01-0205-050-1120 830 S.E. I" Avenue 0 b 05/06/2981 11:55 3055774808 ISRIEL & ASSOCIATES PAGE 04 411.8 6 a TAb D*C0WW4PMMd H7 and Roftm w IA111ana M. PA*1, Esq. Dalgado, aaEolar, Starkman & Magelnick, P.A. 100 BE 2nd Street, Suite 3700 Miami, Florida 33131 PamdWNuehm 01-0205-050-1120 99R 1 1.83 17 1999 MAR Ml 12'.29 DOCMDEE41020.00 SEIRTX 3015,00 HARVEY RUVINr CLERK DADE 0111 TYr Fl. Warranty Deed This indenture, Madethis lot day of March ,1999 kv.. Between Brickell 21as;a Zquities, Inc., a corporation existing under the laws of the State of Florida a the ommty cc Miams-bade , Stam of Florida , grantor, and Millennium Penthouse, Inc., a corporation existing under the laws of the State of Florida whose addrma m 1643 Brickell Avenue, Apartment 4902, Miami., FL 33129 ce the ommiy of Miami -Dade t stns aF Florida , granttae. Witnesseth the tbu GRANTOR fnr Snd in CMiK :rsdm tR the acm of ------------------------TEN DOLLARS ($10) ----------------------- ]DOLLARS, and other good and valuable amAdwatim to GRANTOR in hand pad by GRANTEE, the recrfpt ttmd iS hmby aimmialged, has panted, barpmed and sold to the acid GRAN'f4'.E tad ORADT MS beim, rmeoCism ad aasigas Ibmw, the ielhr ling dcaaibad land, ail m lying and hcing in the cmaty of Miami—Dads stw of Florida merit: Lot 13 and the North 0.12 feat of the East 61.70 feet of Lot 12, Block 55 South, CITY OF MIAMI, recorded in Plat Book "8^ at page 41, of the public records of Miami -Dade County, Florida, together with an easement for the purpose of ingress and egress to S.E. 9th Street, said easement to be located over and an the West 10 feet.of Lota 11 and 12, Block 55 South, City of Miami, according to the plat thereof recorded in Plat Book "B", at page 41, of the public records of Miaati--Dade County, Florida. Togs i h that certain Easement for Encroachment Agreement recorded 9) Kin Official Records Book Page , of the Pu xc Records of Miami -Dade County, F� oI'riga, for t e pposes described therein. to ertaatrJee trxa Of 64r1n CPUNrY, hr�[y(. mraPrtA Yd+aAaO ambcV� i'&W Aad the putur dem, hereby fidlp wunat the tick tc "W lend. Aad will defend an Sone ageina igwu claims of all ptsaaa4 wltoma Mr. In Witness Wheretof,the grata baa beetrito set era hand and seal the db' rid jw Sat Amm wdem ned, sealed and delivered in our preseneei Brickell Plaza Equities, Inc. Price Name: P Bp. iieorpe Befelez, Presi:,tie r (� 1) P.O. Ad&m de toe ME 3aa1 aenat. SSieo 3m66_k i4r�e Yt ' witness ., „" (Corporate Seal) STATE OF Florida COUNTY OF Miami -Dade The fincg=g mss mt was ocknoekdped hefrna me this lot tky Of March '1999 by George Befeler, President of Bvickell Plaza Equities, Inc., a Florida corporation, on behalf of the corporation heispantWlykmantomcrxhchoptodtmotdw Florida tirfver�s 11come nidmti5arlon Pri.utoid Notary Public MgCtmtMM=nRWhea: /+"% errreYNW t W'/** onttrNWM xasna HRit:tt7Git. s,...a�r.rasyenra�•rS�+N,aa..ts7r p+il'�eu►anaar.�vat �.,,.tFagrhilleaYOT,loot n (u1 ' �119W32 09/06/2001 11:55 3055774808 ISRIEL & ASSMIATES PAGE 05 9 9 R x 18318 1999 MAR us 12:24 This instrument was prepared by: Thomas G. Sherman, P.A. 219 Almeria Avenue Corral Gables, Florida 33134 WARR.A2Z'1'Y DESA THIS WARRANTr DEED, made this / day of March, 1999, between Mental Health Association of Dade County, Inc., a non-profit Florida corporation, whose post office address is 227 N.E. 17th street, Miami, Florida 33132, as "GRANTOR*, and Millennium Penthouse, Inc, a Florida corporation, whose post office address is as "G =N . 39375.0[1 W z T N E s S S T a: DMTPDEE 4 500.00 &fit HARVEY RUVINt MERk DADE COIJNTYr FL That the GRANTOR, for and in consideration of the sura of Ten Dollars ($10.00) and other good and valuable considerations in.hand paid to GRANTOR by said GRANTEE, receipt whereof is hereby acknowledged, by these, presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the GRANTEE, all of Grantor's interest in that certain land situate in Dade County, Florida, to wit: All of Lot 1 and Lot 2 and 3 less the West 66.95 feet of Lots 2 and 3, Block 55 SOUTH CITY OF MIAMI, according to the Plat recorded in Plat Book "E" at page 41 of the Public Records of Dade County, Florida, less and except the North 4.00 feet of said Lot 3 conveyed to the State of Florida in Deed recorded in Official Records Book 12061, page 1207, of the Public Records of Dade County, Florida. The Warranty Deed dated August 19, 1955 and recorded in Official Records Book 4799 at page 119 of the public records of Miami -Dude County, Florida, coveying title to the grantor of the property herein, incorrectly states the name of the grantee therein as The Mental Health Society of Greater Miami, a non-profit Florida corporation, which is one and the same as The Mental Health Association of Dade County, Inc., a non-profit Florida corporations. Subject to covenants, restrictions and easements of record and taxes for the current year and easement for ingress and egress contained in Deed Book 3102 at page 600 of the public records of Dade County, Florida. TOGETSSR with all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. To BAvE ANL To HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 1998. IN WITNESS MMMOF, the Grantor has caused these presents to be executed 7'" ji-12-2 09/aS/2001 11:55 3055774BOB ISRIEL & ASSOCIATES day and year first above written. Signed, sealed and delivered STATE OF Florida COUNTY OF Dade PAGE 06 0 Mental Health Association of Dads Ccmty, Inc - , a Aon -Profit Florida corporation . Alb&rto benavides, as vice - President The foregoing instrument was acknowledged before me this L day of February, 1999, by Alberto Henavides, as vice -President a! Mental Health Association of Dade County, Inc., a nos -grafi Florida corporattfoa, who did take an oath and who acknowledged the �2,u ecu of the foregoing �ParraDty Deed on behalf of the corporation, andr a acknowledges tkle execution thereof to be his fxee Dot and deed,uses and purposes therein mentioned. Notary Public, at large My COMMission expires: • • THE BEACON AT BRICKELL VILLAGE SD-7/CENTRAL BRICKELL RAPID TRANSIT COMMERCIAL — RESIDENTIAL DISTRICT MUSP, as per article 9, Section 914, a development bonus to permit a residential use of twenty six thousand one hundred thirty two (26,132) square feet of floor area, by contribution to the Affordable Housing Trust Fund. MUSP, as per article 17, Section 1701, to permit a residential development of two hundred fifty one (251) dwelling units; Per City code, Chapter 23-5a, Request for a Certificate of Appropriateness for ground disturbing activity in an Archeological Conservation Area. Per City Code, Chapter 36. Construction Equipment Request for waiver of noise ordinance while under construction for building shell. SPECIAL EXCEPTION, as per City of Miami Zoning Ordinance 11000 as amended, Article 9, Section 917.1.2, allow parking facilities to maintain valet parking up to fifty percent of existing offstreet parking spaces. CIass II Special Permit as per Article 6, Section 607.3.1, for development of new construction within a Special District. Class II Special Permit as per Article 6, Section 607.3.1, for temporary construction fence and covered walkway. Class II Special Permit as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet. Class II Special Permit to request a waiver of City of Miami Parking Guides and Standards to allow 22 feet backup where 23 feet is required. Class II Special Permit to request a waiver of City of Miami Parking Guides and Standards to reduce two of the required loading docks dimensions from 12 x 35 to one 12 x 30 and one 10 x 20. Class I Special Permit as per Article 9, Section 915.2, for FAA clearance letter. Class I Special Permit as per Article 9, Section 925.3.8, to allow development/construction/rental signage. 01-123` 0 Class I Permit as per Article 9, Section 918.2, for parking and staging of construction during construction. Class I Permit as per Article 9, Section 920.1, to allow a trailer for construction and other temporary office uses such as leasing and sales. Class I Special Permit as per Article 9, Section 906.6, for pool/outdoor recreation area. Class I Special Permit as Article 9, Section Section 917.2.1, to allow valet parking for residential and other uses. Request for the following MUSP conditions to be required at time of shell permit instead of at issuance of foundation permit: a. The requirement to provide a Ietter of assurance for the Solid Waste Department; and b. The requirement to record in the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association; and c. The requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. d. Request for Reservation of Downtown D R I credits. Aeajj� , �e'yce"Nfc hee Zoning Inspector II r Date 01-1232 1 j 3 2 i PROJECT CRITERIA 1 ZONING INFORMATION: Project Name: The Beacon at Brickell Village Property Address: 830 S.E. I" Avenue S.E. 8`h Street & S.E. I" Avenue Miami, Florida Zoning: Special District SD -7 Sec. 607 Central Brickell Rapid Transit Commercial -Residential District. Net Lot Area: 22,464 Sq. Ft. Gross Lot Area: 34,063 Sq. Ft. ALLOWEDIREQUIRED PROPOSED Total number of dwelling units 251 Maximum F.A.R. 8.0 7.10 a. Non-residential 2.25 0.17 b. Residential 6.0 6.93 (With Bonuses) C. Increase in residential 0.16 as per sect.607.2.(2) (2 sq.ft./Isq. ft. of non-residential) d. Increase in residential 0.77 as per Section 914 Maximum floor area for all uses: 272,504 Sq. Ft. 241 685 S Ft. a q• (8.0 x 34,063 Sq. Ft.) Building Area: 76,642 S a. Non-residential: q• Ft. 5,745 Sq. Ft. (2.25 x 34,063 Sq. Ft.), 204,378 S b. Residential: q' Ft. 235,940 Sq. Ft. (6.0 x 34,063 Sq. Ft.) 5,430 Sq. Ft C. Increase in residential as per Sect. 607.7.2. (2) (2 sq.ft./lsq. ft. of non-residential) Retail/Restaurant (2,715 sq. ft x 2 = 5,430 sq. ft.) d. Increase in residential 26,132 Sq. Ft. as per Section 914 1 j 3 2 UNIT BREAKDOWN: Unit Description Unit Type Net Unit Area Total # of Units Total Sq. Ft. 1 Bedroom Al ALLOWED/REQUIRED PROPOSED Minimum Off Street Parking: 265 364 a. Residential (1/unit) 251 341 (1 per bedroom) b. Retail 3 3 (2,715 Sq. Ft./1000) 15,870 sq. ft. 2 Bedroom C. Office 11 11 (3,030 Sq. Ft./300) 2 Bedroom B2 d. Visitors/Additional 23 9 2 Bedroom 265 364 Loading Spaces 3 3 Open Space: 23,594 Sq. Ft. 51,571 Sq. Ft. (10% of total residential sq. ft.) Ground level (Net Unit Area) 4,375 Sq. Ft. Pool level 8,695 Sq. Ft. Open Terraces 38,500 Sq. Ft. Maximum Building Height: Unlimited 395'-0" (36 Story) Building Setbacks: S.W 81h Street: 15'-0" from dedicated 15'-0" building base line S.E. 151 Avenue: 12'-011 12'-0" Interior Sides: 0'-0" 0'-0" UNIT BREAKDOWN: Unit Description Unit Type Net Unit Area Total # of Units Total Sq. Ft. 1 Bedroom Al 630 sq. ft. 46 28,980 sq. ft. 1 Bedroom Bi 660 sq. ft. 92 60,720 sq.- ft. 1 Bedroom C1 690 sq. ft. 23 15,870 sq. ft. 2 Bedroom A2 1,065 sq. ft. 23 24,495 sq. ft. 2 Bedroom B2 930 sq. ft. 23 21,390 sq. ft. 2 Bedroom C2 875 sq. ft. 44 38,500 sq. ft. TOTAL SQ. FT. 189,555 sq. ft. (Net Unit Area) 01-1932 • 0 THE BEACON AT BRICKLL VILLAGE MAJOR USE SPECIAL 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 1. (b) Statement describing in detail the character and intended use of the development or activity. The Beacon at Brickell Village is a mixed -Use project located at S.E. 8th Street and S.E. 1 Avenue, Miami, Florida. The property consists of a total site area of approximately 34,063 gross square feet. The project consists of a 36 story apartment tower which will include 251 residential units, 2,650 square feet of office area, 2,715 square fleet of retaillr stoaurfacilitpace at ies and pedestrian r carr parking 650 square foot health club po garage. The building will be situated on the western portion of the site with frontage along Southeast 1st Avenue for east -west exposures, thus maximizing the bay and city views. The retail/restaurant will front on Southeast 1,9t 5Avenue and Southeast 8th Street. The main entrance to the building will be on Southeast 1St Street. Entrance to the parking Ave gue and Guest service will be able tltochoose lso be through Southeast S.E .1 t between valet parking or self parking. The first floor will house the office and residential lobby, retail/ restaurant spaces and most of the building service areas, storage, FPL transformer vault. Drawings showing the architectural character of and t location pporting intended uses are included under Tab Documents. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, al features existing utilities, shopping areas, important physical in and adjoining the project or activity and the like . ji-1232 • The following exhibits are included with the Major Use Special Permit Application: (1) Aerial: Aerial photograph of the surrounding area indicating the project site. (2) Area Context Map/Site Aerial: Map of the project area indicating buildings and their functions that surround the site. (3) Location Map: Map of the surrounding street system indicating the project location. (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: The general information requested is shown on the Context Plan and Ground Floor Plan, Sheets A-1 provided 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 Survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structures; The exact location of the existing building located on the property is shown on the Boundary Survey under Tab 5. The location of the building to be constructed is shown on the Ground Floor 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 of traffic; Vehicular access for the project will be from Southeast 1St Avenue. Access to the parking garage for self and valet parking will be accessed from Southeast 1St Avenue. 2 • The project can be accessed by pedestrians from Southeast 1st Avenue and Southeast 8th Street. A plaza at the corner of Southeast I Avenue and Southeast nt. Street will create a pedestrian Y urban env ronme A detailed analysis of the site located uss and nder Tab is provided in the Traffic Impact Analysis 2 of the Supporting Documents. (4) Off-street parking and off-street loading areas; The off street parking facility is located within the parking garage levels three through thirteenths floor. Thep g structure will have 364 parking spaces which will support the entire development. The g Tabe6s®# the Supportn on ing ts A-3 and A-4, provided and Documents. The Zoning Ordinance requires three loading bays. One (1) loading bay will be 12 ft. x 35 ft, one (1) loading bay will be 12 ft. x 30 ft and one (1) loading bay will be 10 ft. x 20 ft. The clearance for all loading Ground Floor Plan, A-1,Sheet Service areas are shown on the Supporting Documents. A-1, under Tab 6 of the Supp (g) Recreational facilities locations; The 14' level of the building will serve as a recreation deck for the development and will include facilities indoor outdoor amenities. The indoor include: exercise rooms, spa, Jacuzzi, lockers, bathrooms and showers. Exterior facilities will include den and trellis ol, garden and sun deck. There will also bathe atmosphere of a covered dpforgthla. Thus creaf e use of the residents. courtyard These facilities are shown on the under Tab architectural 61 of the and on the Landscape Plans Supporting Documents. (6) Screens and buffers; and Southeast Stn Street, Along Southeast 1St Aveoicove age. trees will create a canopy Landscaped areas are indicated ont er ArchitecTab6tu o the l and Landscape Plan L-1, located Supporting Documents. 4 (7) Refuse collections areas; Waste collection will be provided by a containerized compactor system located within the service area in the building. In addition, the project will have a high rise recycling system for the residential units. These facilities are shown on the architectural Plan, Sheet A-1, located under Tab 6 of the Supporting Documents. (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; Building 54.3% of gross lot area (footprint 18,515 square feet) Open area, plazas and exterior terraces: 51,579 square feet, 229% of net lot area (2) Ground coverage by structures Ground coverage by the structures is 54.3% of the total gross lot area. (f) Tabulation showing the following: {1} The derivation of numbers of off-street parking and off-street loading spaces shown in (d) above. The total number of off-street parking spaces required is 263 spaces and the total number of spaces provided will be 364. Derivation of the number of off-street parking is shown on the Architectural Plan Sheet A-0, located under Tab 6. (2) Total project density in dwelling units per acre. Total project density is 487 units per net acre - .i (g) if common facilities (such as recreation areas of structures, private streets, common open space, s as to .) are to be provided how :such common for the development, statemen 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 Din then Site Utility Study located under Tab 3 of the Supporting (i) Architectural definitions for buildings in the development; exact number of dwelling units, sizes, and types, er with typical floor plans of each type. Detailed information and breakdown of square footage of all uses are found under Project Criteria within The Project Summary, floor included under Tab 6 of the Supporting Documents.. Typ plans for the office level are shown on the Architectural floor Plans A-2. Typical floor plans for residential units are shown on the Residential 1=ioar Plans, included d�� Sheet PPo�-t ng Documents. Plans drawings are located under Tab (j) Plans for signs, if any. approximately sq. ft. will be Building signage area of incorporated on the north, east and west sides of the building. There will also be building identification signage over the S.E.15t Avenue entrance. Olc Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscape pians showing ll earetation idscapeare plansfound a a located Landscape Plan, Sheet L under Tab 6 of the Supporting Documents. Plans for recreation facilities, if any, including location and tl) general description of buildings for such use. The 14m level of the building winserve dEc� a(ndl inc ude a fitness and recreational deck, a health spa will adjoin thepool center, spa, steam and sauna rooms, and Jacuzzi with access to the sun decks. Exterior facilities will include a swimming pool, garden and sun decks, with trellis and pavilion structure. The health spa and recreational facilities will be for use of residents. (m} Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The details of the spaces and calculations used to compute the Floor Area Ratio (FAR) are shown on the Architectural Plan Sheet A-0 provided 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. Sections and elevations depicting the architectural character of the building are shown on the Buildings Elevations, Sheets A-7 and A-8. Ail elevations and sections are located under Tab 6 of the Supporting Documents. 2. Section 1702.2.1 General Report. 6 (1) Property 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 1. (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 Surveys are included under Tab 5 of the Supporting Documents. (4) Map of existing features, including streets, alleys, easements, utilities lines, existing land use, general topography, and physical features. 3 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. vi -'1232 751 CP 7 (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. ve lan (6) Existing zoning and adopted and around the lands proposed designations for the area on for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000 and Page 37 of the Zoning Atlas Map which is located in Article 1, indicates the existing and surrounding zoning. The zoning designation for the property is SD -5. The comprehensive plan future land use designation for the property is Office. The zoning and the comprehensive plan designation are consistent with one another. 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 11 contains a written narrative of thcharacter. is project outlining proposed uses, activities and architectural 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 are 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 district designation for this property. The comprehensive future gdesignation conforms with the ises9natocuently n effectorthis property. 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 J -I 1.2:32 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. Over the last several years, prices of urban housing has increased dramatically, following the growth of the economy. During this time, a substantial amount of people within metropolitan areas began returning to the City to live. This created a shortage of multi -family housing along with an upward surge of housing prices. Contrarily, the cost of construction has been kept pace with these increases, which has made it economically affordable to construct new residential buildings. This pattern remains the same in South Florida where there continues to be an increased demand for apartments, in particular Miami -Dade County. Strong apartment occupancy was registered in early 2000, allowing rents to climb notably. The combination of increased apartment demand and moderate deliveries helped boost occupancy to an eighty -year high, while yielding a sharp increase in rent growth. (d) A description of proposed shall be provided, including proposed in addition to the Energy Code. (e) energy conservation measures only those measures that are minimum requirements in State Architecturally, the building envelope will be comprised of masonry and glass. 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. Historic Buildings 01-x.232 r] There are no existing historic structures located on the property. {} Environmental Zone The Property is not located within an environmental preservation district. 11M!A-5Rv011PARDOA11334458v011SL_@01 ! .DOC18130101 :` -x.232 1NEBEACON A BRICKELL VILLAGE ARCHITECT R R B A R • ! O N T ! l A R T N R OWNER R B N L i D R V R L O P M R N T ri 0 0 -SKETCH nF BOUNDARY SURVEY. SCALE: ImE120 STREET !7A air Zvi n WH q f2?1mll M CATH ON SMIE: Iro lwq irw, cat asraYwl "xw � ••~�.h�V'*�, q�,,l�t - •.'^�„�-,•,Y.- , \'i+ria.:_ BOUNDARY WRVEP REWZi LS -24125 tu M4 r STRUT � ••~�.h�V'*�, q�,,l�t - •.'^�„�-,•,Y.- , \'i+ria.:_ BOUNDARY WRVEP REWZi LS -24125 tu � ••~�.h�V'*�, q�,,l�t - •.'^�„�-,•,Y.- , \'i+ria.:_ BOUNDARY WRVEP REWZi LS -24125 • OW 9th STREET SE 9th STREET 1 SW 8th STREET SE Sth STREET a 1 JI SW 9th STREET SE 9th STREET E to a 5W Oth STREET SE kNh ST ET ~ 4, 1.00ATEVII PLANetJlf.r- ZONIWCs JWOSi IATION r rW"rl K". 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ROSARIO KENNEDY & ASSOCIATES CORP., CONSULTANT THE WASHINGTON ECONOMICS GROUP, INC. TRANSPORT ANALYSIS PROFESSIONALS September, 2001 Subrnitted Into tho pub110 record in Connootion with itern L_ 1 on -(LUE-6-1 Walter Foeman . j City C i i Z BEHARIFON1 U RABSNERS,I.A 0 0 • THE BEACON AT BRICKELL VILLAGE r r I SubMthe public UOT I record in connection with item_E;�- L on Walter Foernan City Clerk 0 0 P-1 mmm THE BEACON AT BRICKELL VILLAGE r: r-, Subrn,i',ZJ'0 into the PUbliG record in connection with itell, ,Z on Walter Foeman 0 THE BEACON r r BRICKELL VILLAGE AT Submitted into ttie pubna record in connection with on ., Un- / S- 0 1 Walter Foeman City Gferk t7 U z m z .� 0 TABLE OF CONTENTS I. Project Information . A. Letter of Intent B. Application for Major Use Special Permit C. Application for Special Exception D. Zoning Write -Up E. Aerial F. Zoning Atlas G. Project Data Sheet H. Computer Tax Printouts/Deed 1. Ownership List J. State of Florida Corporate Documents K. Directory of Project Principals L. Owner's Authorization Letter • EI. Project Description A. Zoning Ordinance No. 11000 1. Section 1304.2.1 Applications Forms; Supplementary Materials 2. Section 1702.2.1 General Report 3. Section 1702.2.2 Major Use Special Permit Concept Plan 4. Section 1702.2.3 Developmental Impact Study III. 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 Architectural Plans • Subnni[i2cl into the public record in connection with Item U-1 on _ EIIE-m1 .11 WalfeCity Clerk 0 0 public record in connection with ROM on Walter Foeman City Clerk A • MIUM • Adrienne Friesner Pardo A T T 0 x N F Y 5 A T L A W (305) 579-06 83 n t Direct Fax: (305) 61-5683 j�rJjl Ill E -Mail: pardoa@gtlaw.com September 7, 2001 Ms. Teresita Fernandez Clerk, Hearing Boards City of Miami 444 S.W. 2nd Avenue, 7th Floor Miami, FL 33130 Re: Letter of Intent for Beacon at Brickell Village Dear Teresita: On behalf of the property owner and Renzo Renzi, the contract purchaser, we are submitting a Major Use Special Permit ("MUSP") application for approval of the following: • MIAMI Nrw YORK A, Application for a MUSP as per Zoning Ordinance 11000 for the following: 1. MUSP per Article 17 for development of 251 residential units. 2. MUSP per Section 914 for additional floor area (26,132 square feet). 3. Special Exception as per Article 917.1.2 to allow valet parking for a restaurant. 4. Class ll Special Permit as per Article 6, Section 607.3.1 for temporary construction fence and covered walkway. 5. Class 11 Special Permit as per Article 6, Section 607.3.3 for development of new construction within a Special District. 6. Class II Special Permit as per Article 6, Section 607.3.1 for temporary construction trailer. 7. Class 11 Special Permit per Section 908.2 for access to a public street roadway with a driveway width greater than 25 feet. 8. Class 11 Special Permit to request a waiver of City of Miami Parking Guidelines and Standards to reduce loading docks to allow one.,12 x 35 foot bay, one 12 x 30 foot bay and one 10 x 20 foot bay where three 12 x 35 feet bays are required. U I_- 9. Class l Special Permit as per Article 9, Section 906.6 fo 't $ pool/outdoor recreation area.. a 10. Class I Special Permit as per Article 9, Section 917.1.2 to allo% o ILL, valet parking for residential uses. a 11. Class I Special Permit as per Article 9, Section 925.3.8 to allovp- c o development/construction/rental signage. `= 12. Class I Special Permit as per Article 9, Section 915.2 for FAA C e h clearance letter. -� 13. Class I Special Permit as per Article 9, Section 918.2 for parkin o co t' and staging oconstruction. REENBGRC TRAURIG, P.A. 1221 BRICKELL AVENUE MIAMI, FLORIDA 33131 V WASHINGTON, D.C. 305-579-0500 FAX 305-579-0717 www.gtlaw.conl ATLANTA PHILADELPHIA TYSONS CORNER CIIICAco BOSTON PHOLNIX WILMINGTON LOS ANGELES DENVER SAO PAULO FORT LAUDERDALE BOCA RATON WEST PALM 13EAC-11 ORLANDO TALLA[Wsr. . Ms. Teresita Fernandez* 0 September 7, 2001 Page 2 14. Class I as per Article 6, Section 920 to allow a temporary leasing/sales trailer. 15. Request for waiver of the parking guides and standards to allow for backup of 22 feet where 23 feet is required. B. Request for certain MUSP conditions to be required at time of shell permit instead of foundation permit: a. The requirement to record in the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association; and b. The requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. C. Request for a Certificate of Appropriateness as per the City Code for ground distributing activity in an archeological conservation area. D. Request for waiver of noise ordinance per City Code to waive noise provisions for continuous pours. E. Request for Reservation of Downtown DRI credits. Should you have any questions, please call me at (305) 579-0683. Thank you very much for your attention to this matter. Very truly yours, Adrienne Friesner Pardo cc: Mr. Renzo Renzi Lucia A. Dougherty, Esq. `IMIA-SRV011PARDOA11334467v011SL J011.0=914101 GREENlii a, TRAURIG Sub; -'-C to 5'j into they public record in cofifloction with item -- on ---�------- Walter Foeman 31 2 City Clerk • Submitted into till, public record in Connection with Item U-1 on Walter Foeman city clerk ! • ox , CITY OF MIAMI PLANNING DEPARTMENT ��fMCdR6 o6ATE6 �� APPLICATION FOR t0V' MAJOR USE SPECIAL PERMIT 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 APPLICATIONS FOR MAJOR USE SPECIAL PERMITS. (SFE ARTICLE 17 OF ORDINANCE 11000, AS AMENDED, THE ZONING OR OF THE CITY OF MIAMI, FLORIDA.) THE CITY COMMISSION SHALL REFER ALL APPLICATIONS FOR MAJOR USE SPECIAL PERMITS TO THE PLANNING ADVISORY BOARD AND TO THE DIRECTOR OF THE PLANNING DEPARTMENT FOR RECOMMENDATIONS, AND MAY MAKE REFERRALS TO AGENCIES, BODIES, OR OFFICERS, EITHER THROUGH THE PLANNING DEPARTMENT OR DIRECTLY, FOR REVIEW, ANALYSIS AND/OR TECHNICAL FINDINGS AND DETERMINATIONS AND REPORTS THEREON. (SEE SECTION 1301.5 OF ORDINANCE 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, FLORIDA.) SECTION 2-653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INK. Millennium Penthouse, Inc., owner and* &Lrienne F. Pardo onbehalf of hereby apply to the Director of the Planning Department 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. *Renzo Renzi, contract Property Address: purchaser 30 S.E. 8th Street and 830 S.E. Ist Avenue See attached Exhibit "2" for folio numbers Nature of proposed use (be specific): Approval of approximately 250 residential units and retail., and approval of additional floor area pursuant to Section 914. APPLICATION MATERIALS I attach the following in support and explanation of the application: IN 1. Two original surveys, prepared by a State of Florida Registered Land Surveyor within one year from the date of application. '. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach forms 4-83 and 4a-83 to application). Sobrilitted into the public record in conneCIflon with item L on -lL X ff & 2%Naiter Foeman T ,w City Clerk ' PPLICATION MATERIALS (continued) 0 ttach the following in support and explanation of the application: El 3. Certified list of owners of real estate within a 375 -foot radius from the outside boundaries of property (attach form 6-83 to application). Ll 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. 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 per Section 1304.2.1d -h. b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities, per Section 1702.3.2a. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, changes of zoning or exemptions, per Section 1702.3.2b. ® 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). . 8, Other (be specific): ® 9. Fee of $ 22 625. 00, for the Major Use Special Permit, based on current fee schedule as set forth in Chapter 62 of the Code of the City of Miami, as amended. 10. Additional fee of $ 1, 4.43. 50 , for any required special permits, changes of zoning or variances set forth in chapter 62 of the Code of the City of Miami, as amended. Total Fee: $ 2 4, 0 5 8. 5 0 Application Fee $22,625.00 Signature Advertising Nam& Adrienne F. Pardo: Surcharge $1,150.00 Mailing Labels $ 283.50 Address 1221 Brickell Avenue, Miami., FI, 33131 Phone/Fax (305)579-()683/(305)961-5683 Date September 7, 2001 AL APPROVAL OF THIS APPLICATION FOR MAJOR USE SPECIAL PERMIT SHALL CONSIST OF AN EXECUTED RESOLUTION BY T14E I CITY COMMISSION AND A DEVELOPMENT ORDER ATTACHED THERETO WHICH SPECIFIES THE CONDITIONS UNDER WHICH THIS OR USE SPECIAL PERMIT APPLICATION IS APPROVED; IF APPROVED BY THE CITY COMMISSION, SAID RESOLUTION AND VELOPADDRESS 51PET OR-DER SH LL, UPON EXECUTION THEREOF, BE TRANSMITTED TO THE OWNER �1R�C)6 1 � E�"i OETI�TC'ATL�Ti11Q record in col'tr oction rt171tlh iters on - Walter 1=oeman City Cleric 0 STATE OF FLORIDA . COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 01 , by Adrienne F. Pardo known to me or who has produced as identification and who did (did not) take an oath. • day of September who is personally Name Notary PublEc SfatefF(dtia�,=ti,.?r� rs1 e l Commissl My Comm7iss1an Expires www**www*wwwwwwwwwww***wwwwwwwwwwwwwwww*ww�,**,rwww*******ww*ww*ww�rwwwwww**w*wwww,rw*+wwwww*wwwww*wwwwwwwww STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 , by corporation, on behalf of the produced day of of a corporation. He/She is personally known to me or has as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: *wwwwwww*wwwww*f*wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww**ww**wwwwwwwwwwwww***www***wwwwwwwwwwwww*wwwwww STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 by behalf of He/She is personally known to me or who has produced as identification and who did (did not) take an oath. day of _ partner (or agent) on a partnership. Name: • Notary Public -State of Florida Commission No.: ":: ;;:.':�r?,_ 'Rio thn, publin My Commission Expireseocovj i j corine tition wIth 3 item 2 ' on Walter Foeman City Clerk 0 OWNER'S LIST Paner's Name Milleum Penthouse , enc . ailing Address 1643 Brickell Ave #4902, Miami, F1 Zip Code 33129 Telephone Number Legal Description: Owner's Name Mailing Address Telephone Number Legal Description: Owner's Name ling, Address *phone Number Legal Description: See attached Exhibit "1" ip Code Zip Code 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: Nonte et Address Street Address Street Address Aft Legal Description Legal Description Legal Description Submitted Into the public record in connection with Item F-;-(- on JILLLAJ Walter Foeman -� ; City Clerk Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 500 feet of the subject site is listed as follows: Street Address Legal Description Street Address Street Address n U Legal Description Legal Description Submitted into tho public record -n connection with item _ cn_LL pfd 4 Wafter Foornan '. CityCle�lc CONTRACT PURCHASER OW&W76 LIST Owner's Name Renzo Renzi Miami, F1 Mailing Address 3052 S.W. 27th„ Avenue, 141 Zip Code 33333 Telephone Number (305) 446-3170 Legal Description: See attached Exhibit "1" Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Owner's Name Mailing Address Zip Code • Telephone Number Legal Description: Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 500 feet of the subject site is listed as follows: Street Address Legal Description Street Address Street Address n U Legal Description Legal Description Submitted into tho public record -n connection with item _ cn_LL pfd 4 Wafter Foornan '. CityCle�lc • • i AFFIDAVIT Before me, the undersigned authority, this day personally appeared Adrienne F. Pardo , who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required by Chapter 55 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/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, telephone numbers and legal descriptions for the real property of which he/she 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. Applicant's Signature STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 01 by Adrienne F. Pardo known to me or who has produced as identification and who did (did not) take an oath. i Name: j Notary Public -State of Fldrida Commission No:: i My Commission, Expires Subglitted- intd public re.cgr 1 o t1 0/ Walteritom j .I — � 3 � RY . clerk 7 day of September who is personally i 0 DISCLOSURE OF OWNERSHIP 0 1. Legal description and street address of subject real property: S.E. gth Street and S.E. 15` Avenue See attached Exhibit "1" 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami 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 trust, and/or any other interested parties, together with their addresses and proportionate interest. Millennium Penthouse, Inc. is owned by: Cynthia G. Wilcox 100% 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 500 feet of the subject real property. None Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of September, 2001 by Adrienne F. Pardo who is personally known to me or who has produced as identification and who did (did not) take an oath. Name: ! Notary Public -State o Florida Commission No -w: -,I My CommtssionExp7res`' ' • Submitted into the publlC recoFd in connection with item s'4 on 4W -6 c Welter Foetnan 2 " 3 A0 City Cled( 0 • CONTRACT PURCHASER . DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: S.E. 8"' Street and S.E. I" Avenue See attached Exhibit "1" 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami 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 trust, and/or any other interested parties, together with their addresses and proportionate interest. Renzo Renzi and or assigns 100% 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 500 feet of the subject real property. None Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of September, 2001 by Adrienne F. Pardo who is personally known to me or who has produced as identification and who did (did not) take an oath. i Name: Notary Public -State df I' orid Commission -No': My Comm issIo�' xplies� i � �'d, f r- f tri• . submitted into the public record in connection with itemon r" Or �, E Walter Foeman 3 v w 2 City' Clerl Exhibit "1" LEGAL DESCRIPTION: Parcel 1: f� Lot 13 and the North 0.12 feet of the East 61.70 feet of Lot 12., block 55 South, CITY OF MIAM1, recorded in Plat Book "13" at page 41. of the Public; records of Miami -Dade County, Florida: together with an casement lar the purpose of ingress and egress to S.E. 9'' Street, Said easenwrlt to he located over anti on the West 10 ti:et ot'l..ots I I and t2, Block 55 South, CITY OF MIAMI, according to the flat thereof i�Qcorded in flat Book "13". at page 41, of the Public Records of' N. Iittnti-Dade C'ottnty, Flaritla, Parcel 2: Togt'ther \Vith that certain Fasenient f'or the benefit cel' Parcel 1 as created by Easement for F,neroachment Agreemcni recorded March K, 1999, its Official Records Book 18508,'page 396, Of the public records of Miami -Dade CoUnty, Florida, fir the purposes described -therein, over and across the land described therein. Parcel 3: All of'Lot I and Lot 2 and 3 fess the West 68,95 feet of lots 2 and 3, Block 55 South CITY OF MIAMI. according to the plat recorded in Plat Book "Ii" at page,41 of tite public records of Miami -Dade County, Florida, less and except the North 4.00 feet of stud Lot 3 conveyed to the State of Florida in Deed recorded in Official Records Book 12061, page 1207, of the public record; of'MiW1ni-Dade County. Florida. • Submitted Into the publld record in connection with item �- f on " I'+olt�r Foornar �2 c ,�I V c 1t;" "" w .' Folio Numbers: 01-0205-050-1010 01-0205.050-1120 rI E Exhibit "2" 30 S.E. Sth Street 830 S.E. 1St Avenue Submitted into the public record in connection with item -64.-± on -LL" ----1 Walter Foeman Citi+ G1e01 2932 0 0 0 'Submi'tteu i.i'j C,u public record in connection with item ALL- on -On —Mr -O f 2 Waller Foeman 0 0 GY�Y OF �w CITY OF MIAMI OFFICE OF HEARING BOARDS INCpis 96ETEb APPLICATION FOR SPECIAL EXCEPTION rkw#rW+#+*#*#*###k*##i####+##++WW+#W*Ww-Ywkwrwwit+WwWwk***k*M*krrw+wrWlve+lrk+rw#kMkrk**kk*k********:Y*******k***k*r*wrrkkirWwWww:`*##a*iw ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION, A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INK. IT WILL BE ACCEPTED BY THIS OFFICE ONLY THE FIRST SEVEN (7) DAYS OF THE MONTH. APPLICANTS ARE RESPONSIBLE, IF NEEDED, TO BRING AN INTERPRETER FOR THE ENGLISH LANGUAGE TO ANY PRESENTATION BEFORE ANY BOARD OR COMMITTEE AND THE CITY COMMISSION. Within the City generally, or within certain zoning districts, certain structures, uses, and/or occupancies specified in this ordinance are of a nature requiring special and intensive review to determine whether or not they should be permitted in specific locations, and if so, the special limitations, conditions, and safeguards which should be app#ied as reasonably necessary promote the general purposes of this Zoning Ordinance and, in particular, to protect adjoining properties and the neighborhood from avoidable potentially adverse effects. It is further intended that the expertise and judgment of the Zoning Board be exercised in making such determinations, in accordance with the rules, considerations and limitations relating to Special Exceptions (see Article 16 of the Zoning Ordinance). Formai public notice and hearing is mandatory for Special Exceptions. The Zoning Board shall be solely responsible for determinations on applications for Special Exceptions except when otherwise provided for in the City Code. All applications shall be referred to the Director of the Planning and Zoning Department for his recommendations and the Director shall make any further referrals required by these regulations. *Renzo Renzi, contract. purchaser I, Adrienne F. Pardo, on behalf of Millennium Penthouse, Inc.,, owner and-' hereby apply to the City of Miami Zoning Board for approval of a Special Exception for the property located at see attached Exhibit "1" 2 folio number See attached Ex -3,Y_'2' Nature of proposed use (please be specific): Special Exception to allow valet parking for a restaurant. In support of this application, the following materials are submitted: 1, Two original surveys of the property prepared by a State of Florida Registered Land Surveyor within one year from the date of application. 2. Four copies -signed and sealed by a State of Florida Registered Architect or Engineer of site plans showing (as required) property boundaries, existing (if any) and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. Subrnitted into the public record in connoctlon with item f—.2-1 [- [ on It. 11-1 t Walter Foeman – „ ; City Clerk i 3. Plans need to be stamped by the Office of Hearing Boards and signed by Public Works. Zoning and Planning prior to submission of application. 4. One (1) 8'/2 x 11 copy of the signed plans attached to this application. 5. Affidavit and disclosure of ownership of property covered by applications and disclosure of interest from attached to this application. 6. Certified list of owners of real estate within a 375 -foot radius of the outside boundaries of property covered by the application. 7. At least two photographs that show the entire property (land and improvements). 8. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of the property. 9. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application): 10. Cost of processing according to Section 62-156 of the Zoning Ordinance: Special exception $ 800.00 Special exception requiring automatic city commission review. $ 2,000.00 Extension -of time for special exception $ 500.00 Public hearing mail notice fees, including cost of handling and mailing per notice $ 3.50 Surcharge equal to applicable fee from item above, not to exceed eight hundred dollars ($800.00) 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. Signature Name Adrienne F. Pardo Address 1221 Brickell Avenue Miami, Florida 33131 Telephone (305) 579-0683 Date September 7, 2001 submitted into the public record in connection �t 2 item ��- on rr- Walter Foeman JI -1232 City Cleft( • 0 0 • THE BEACON AT BRICKELL VILLAGE • SD-7/CENTRAL BRICKELL RAPID TRANSIT COMMERCIAL — RESIDENTIAL DISTRICT MUSP, as per article 9, Section 914, a development bonus to permit a residential use of twenty six thousand one hundred thirty two (26,132) square feet of floor area, by contribution to the Affordable Housing Trust Fund. MUSP, as per article 17, Section 1701, to permit a residential development of two hundred fifty one (251) dwelling units; Per City code, Chapter 23-5a, Request fora Certificate of Appropriateness for ground disturbing activity in an Archeological Conservation Area. Per City Code, Chapter 36. Construction Equipment Request for waiver of noise ordinance while under construction for building shell. SPECIAL EXCEPTION, as per City of Miami Zoning Ordinance 11000 as amended, Article 9, Section 917.1.2, allow parking facilities to maintain valet parking up to fifty percent of existing offstrect parking spaces. iClass II Special Permit as per Article 6, Section 607.3.1, for development of new construction within a Special District. Class II Special Permit as per Article 6, Section 607.3.1, for temporary construction fence and covered walkway. Class I1 Special Permit as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet. Class 11 Special Permit to request a waiver of City of Miami Parking Guides and Standards to allow 22 feet backup where 23 feet is required. Class II Special Permit to request a waiver of City of Miami Parking Guides and Standards to reduce two of the required loading docks dimensions from 12 x 35 to one 12 x 30 and one 10 x 20. Class I Special Permit as per Article 9, Section 915.2, for FAA clearance letter. Class I Special Permit as per Article 9, Section 925.3.8, to allow development/constructionlrental signage. Submitted into the public record in connection with itemP•�. t d onL.1S- `� Welter 1--ooman 12 City Clerk 0 Class I Permit as per Article 9, Section 91.8.2, for parking and staging of . construction during construction. Class I Permit as per Article 9, Section 920.1, to allow a trailer for construction and other temporary office uses such as leasing and sales. Class I Special Permit as per Article 9, Section 906.6, for pool/outdoor recreation area. Class I Special Permit as Article 9, Section Section 917.2.1, to allow valet parking for residential and other uses. Request for the following MUSP conditions to be required at time of shell permit instead of at issuance of foundation permit: a. The requirement to provide a letter of assurance for the Solid Waste Department; and b. The requirement to record in the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association; and c. The requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. d. Request for Reservation of Downtown D R I credits. i yce McPhee Zoning Inspector 11 4L� Date Submittod into the public record in connection with item -1 on (1-6-0 Wafter Foeman �` City Cleric 0 0 in!,,) tho pt,,j?)jjc rccoi-ci in (xnnection vvith itorro on "ZLC--O-L Walter F-bernan ov City Clerk Ilii 11 -ALT i.... ..... Zrt Nj*z; so PROJECT SITE B E H A R f 0 N T P A R T U E R S. P A Atr 0 0 • 0 Submitted into the public record in connection with Item t -1 on 1-� S- b Walter Foeman J 22 48) 2City Clerk PROJECT CRITERIA / ZONING INFORMATION: is Project Name: The Beacon at Brickell Village Property Address: 830 S.E. 1St Avenue S.E. 8`h Street & S.E. 1St Avenue Miami, Florida Zoning: Special District SD -7 Sec. 607 Central Brickell Rapid Transit Commercial -Residential District. Net Lot Area: 22,464 Sq. Ft. Gross Lot Area: 34,063 Sq. Ft. ALLOWED/REQUIRED PROPOSED Total number of dwelling units Maximum F.A.R. 8.0 a. Non-residential 2.25 • b. Residential 6.0 C. Increase in residential as per sect.607.2.(2) (2 sq.ft./lsq. ft, of non-residential) d. Increase in residential as per Section 914 Maximum floor area for all uses: (8.0 x 34,063 Sq. Ft.) 272,504 Sq. Ft. Building Area: a. Non-residential: 76,642 Sq. Ft. (2.25 x 34,063 Sq. Ft.) b. Residential: 204,378 Sq. Ft. (6.0 x 34,063 Sq. Ft.) C. Increase in residential as per Sect. 607.7.2. (2) (2 sq.ft./Isq. ft. of non-residential) Retail/Restaurant (2,715 sq. ft x 2 = 5,430 sq. ft.) d. Increase in residential • as per Section 914 I 251 7.10 0.17 6.93 (With Bonuses) 1 0.77 241,685 Sq. Ft. 5,745 Sq. Ft. 235,940 Sq. Ft. 5,430 Sq. Ft 26,132 Sq. Ft. SSubmitted into tho public record in connection with item J, on -6—:31L Waiter - Walter Foeman �. City Clerk • • UNIT BREAKDOWN: Unit Description ALLOWED/REQUIRED PROPOSED Minimum Off Street Parking: 265 364 a. Residential (1/unit) 251 341 (1 per bedroom) b. Retail 3 3 (2,715 Sq. Ft./1000) 92 60,720 sq.`ft. C. Office 11 11 (3,030 Sq. Ft./300) 15,870 sq. ft. 2 Bedroom d. Visitors/Additional 1,065 sq. ft. 9 24,495 sq. ft. 265 364 Loading Spaces 3 3 Open Space: 23,594 Sq. Ft. 51,571 Sq. Ft. (10% of total residential sq. ft.) 38 500 sq. ft. Ground level 4,376 Sq. Ft. Pool level 8,695 Sq. Ft. Open Terraces (Net Unit Area) 38,500 Sq. Ft. Maximum Building Height: Unlimited 395'-0" (36 Story) Building Setbacks: S.W 8'h Street: 15'-0" from dedicated 15%0" building base line S.E. 1" Avenue: 12'-0" 12'-0" Interior Sides: 0'-0" 0%0" UNIT BREAKDOWN: Unit Description Unit Type Net Unit Area Totai # of Units Total Sq. Ft. 1 Bedroom Al 630 sq. ft. 46 28,980 sq, ft. 1 Bedroom Bl 660 sq. ft. 92 60,720 sq.`ft. 1 Bedroom C1 690 sq. ft. 23 15,870 sq. ft. 2 Bedroom A2 1,065 sq. ft. 23 24,495 sq. ft. 2 Bedroom B2 930 sq. ft. 23 21,390 sq. ft. 2 Bedroom C2 875 sq. ft. 44 38 500 sq. ft. TOTAL SQ. FT. 189,555 sq. ft. (Net Unit Area) Submitted into the public 2 record i 1 corm,, Boon vjith iteM oda A~—* r Walter Foeman 1,252 City Clerk i E Submitta-d into the pubild retard in corriulction with item A A cin j -1.51A W 1;, J 2 Walter €-oeman City Clerk PRINT VERSION i i Page 1 of 1 FOLIO NUMBER; 01-0205-050-1010 ADDRESS: 30 SE 8 ST MAILING ADDRESS: MILLENNIUM PENTHOUSE INC, 1643 SRICKELL AVE APT 4902, MIAMI FL_ , 33129-1159 CLUC: 0043 HEALTH CARE PRIMARY ZONE: 6408 RAPID TRANSIT -HIGH DENSITY BEDROOMS: 0 BATHS: 0 FLOORS: 1 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 6,178 LOT SIZE: 15,904 SQ FT YEAR BUILT: 1948 LEGAL DESCRIPTION: CITY OF MIAMI SOUTH PB B-41 LOT 1 & LOTS 2 8,3 LESS W68.95FT BLK 55 LOT SIZE 15904 SO FT OR 18508-0407 0399 6 SALE OIR: 18508-0407 SALE MONTH: 3 SALE YEAR: 1999 SALE AMOUNT: $ 750,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 1,296,224 LAND VALUE: $ 1,113,280 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 182,944 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 1,296,224 TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE; $ 1,296,224 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 830,000 LAND VALUE; $ 795,200 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 34,800 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 830,000 TOTAL EXEMPTIONS: $ 0 �+,�y� 1rulo tho public TAXABLE VALUE: $ 83U,$6CF'172it'teCl record in correction with it^rrl Am on ff -_LF` l6l Walter FOornan Cia',1 C!,,rk http://gisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePrin... 9/4/2001 PRINT VERSION 0 Page 1 of 1 FOLIO NUMBER: 01-0205-050-1120 LAND VALUE: $ 431,850 ADDRESS: 830 SE 1 AVE MARKET VALUE: $ 588,838 MAILING ADDRESS: MILLENNIUM PENTHOUSE INC, 1643 BRICKELL AVE APT 4902. MIAMI FL_ , 33129-1159 CLUC: 0013 OFFICE BUILDING PRIMARY ZONE: 6408 RAPID TRANSIT -HIGH DENSITY BEDROOMS: 0 BATHS: 0 FLOORS: 1 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 4,603 LOT SIZE: 8,637 SQ FT YEAR BUILT: 1953 LEGAL DESCRIPTION: CITY OF MIAMI SOUTH PB B-41 LOT 13 & N0.12FT OF E61,70FT OF LOT 12 BLK 55 LOT SIZE IRREGULAR OR 18508-0406 0399 6 SALE O/R: 18508-0406 SALE MONTH: 3 SALE YEAR: 1999 SALE AMOUNT: $ 670,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 737,355 LAND VALUE: $ 561,405 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 175,950 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 737,355 TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 737,355 ASSESSMENT YEAR: 2000 LAND VALUE: $ 431,850 BUILDING VALUE: $ 156,988 MARKET VALUE: $ 588,838 ASSESSED VALUE: HOMESTEAD EXEMPTION WIDOW EXEMPTION; TOTAL EXEMPTIONS: TAXABLE VALUE: $ 588,838 $0 $0 $00Qmgt`'d into the public i'WCCJ'rt in E;t„11j0,,,, cn with ltorfj On.L��� J� 2 42 2 http://gisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAcccss&Cmd=CreatePrin... 9/4/2001 09/06/2001 11:55 3055774898 ISRIEL & ASSOCIATES 0 G 04 1 SEC i 8508Z This Document Pnparod By and Return for •Lilliana M. Real., Esq. Dalgado, Bafeler, S6,arkman F. Magolnick, P.A. 100 SE 2nd atra*t, Suite 3700 Miami., Plorida 39131 rarcei ro Numi,.. 01.•-0205-050-1120 Warranty Deed ?*?; R 112.317 MVM MAR 118 1'j129 000RTPO E 4v=.00 NRTX 3 t 0 J1 . f)t7 HARVEY 1701Hr CLERK DADE 01IRryr 1-1. This indenture, Made this lot day of March ,1999 A:I,7., Between BriCkell Plaza Equities, Inc., a corporation existing under the laws of the State of Florida of the county oe Miami -Dade , Stwo of Florida , grantor, and Millennium Penthouse, Inc., a corporation existing under the laws of the State of Florida whose addrea. ia: 1643 BriCkell Avenue, Apartment 4902, Miami, FL 33129 of the Cnrmty of Miami -Dade , stnte a Florida , grantee. WitneNseth[her theGRANTOR, lorand Innonsideralionofthe sum or ------------------------ TEN DOLLARS 010) - - - - _---------- DOLLARS, and other good and valugbie amsidaration to GRANTOR in hand paid by OPANTES, the receipt wha'eof iv hereby mcknowlcdFd, has granted, bargained and sold to the Haid C.RANTUE and ORAN=VS bmra, .ucocaaora and assigns forever, the rallowing desenbed land, situnm lyingandhcinginthoCcntntyof Miami—Dada statc a Flox'ida towit; Lot 13 and the North 0.1.2 feet of the East 61.70 feet, of Lot 12, Block 55 South, CITY Or MIAMI, recorded in Plat gook "B" at page 41, of the public records of Miami -wade Countyr Florida; together with an easement for the purpose of ingress and egress to S.L. 9th Street, said easement to be located over and on the West 10 feet of Lots it and 12, Block 55 South, City of Miami, according to the plat thereof recorded in Plat Book "B", at page 41, of the public records of Miami -Dade County, Florida. )'doge t�,r i�h that certain Easement for Encroachment Agreement recorded � in Official Records Hook , Page , of the Pu ae Records of Miami --Dade County, 3�da, for t e p)i urposes described therein. R00M."nAlar•[xlacw.t rrEca.MW tram•, LVAtdn VOUMp, PLA1PIM. nrrcihA0 rdmaren MRRKY HVIN cd ow I;ffi yir ty r and tba gtantar dnw hcmhy hilly warrant the title to sold land, cold will defend thu aumn againnt lawful alaima of all persona whomsoever. In Witness Whereof,,be granlor hon heret!nto sat its hand and sea[ the day and year fiTat abovo written ucd, scaled and delive;ed In our presencet BriCkell Plaza Equities, Inc. Prig ed Name : a 4 George Beeler, Prosi ti 4gt;7-_7i:, i; A.O. Address: ei6100 SE 2ud stmt, 8nito 5700 rai seg 1t#4;?1 Gi44.t rioted am®�a r s.+ __ i' j7r+�'}�'• Witile as b, (Corporate Seel) STA'L'E OF Florida COUNTY OF Miami -Dads The foregoing instrument was nkaow[edgcd before me this 1st day of March '1999 George Befeler, President of BriCkell Plaza Equities, Tac., a Florida •Corporation, on behalf of the corporation hv4p¢rsondlyknown tome oncchnstnodnedhis riorida drivart a liCSt3Ilt9� aSiclantii3catlon. Printed -Name: Notary Public r, iltlensMRoot My C=7r itaian Rxpima: q ]> *My QN*W eiott CCe4Stro BRICRELL L. a—OWtryauu,tyey.WAtna., loar (netttiu.ssssn.-rcwo-1 'a.FVExPlrmeMay ar,2001 by SLjbrnjt'1,'-d into the public record in connection with item pal on I - IS -a Walter Foernan City Clerk 69/06/2001 11:55 3055774808 ISRIEL & ASSOCIATES �GE 05 54 9 P, Ii. 18 X 3.8 1999 itis R 09 Iy 129 01 This instrument was prepared by: Thomas G. Sherman, P.A. 218 .Almeria Avenue Coral Gables, Florida 33134 WARRANTY DEED THIS WARRANTY DEED, made this / day of March, 7999, between Mental Health Association of Dade County, Inc., a non-profit Florida Corporation, whose post office address is 227 N.E. 17th Street, Miami, Florida 33132, as "GRANTOR", and Millennium Penthouse, Inc, a Florida corporation, whose post office address is as "GRANTEE�� . GOUTFDEE 4#00040 0URTX 3r'37';-00 W I T N E S S E T H HARVEY RLIUINP CLERK 11ADE CUUNTYP FL That the GRANTOR, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable considerations in -hand paid to GRANTOR said GRANTEE, receipt whereof is hereby acknowledged, by these presents es grant, bargain, sell, alien, remise, release, convey and confirm unto he GRANTEE, all of Grantor's interest in that certain land situate in Dade County, Florida, to wit: All of Lot I. and Lot 2 and 3 less the West 68.95 feet of )lots 2 and 3, Block 55 SOUTH CITY OF MIAMI, according to the Plat recorded in Plat Book 1113" at page 41 of the Public Records of Dade County, Florida, less and except the North 4.00 feet of said Lot 3 conveyed to the State of Florida in Deed recorded in Official Records Boos 12061, page 1207, of the Public Records of Dade County, Florida. The Warranty Deed dated August 19, 1965 and recorded in OffiCial Records Book 4799 at page 119 of the public records of Miami -Dade County, Florida, coveyiag title to the grantor of the property herein, incorrectly states tho name of the grantee therein as The Mental Health Society of Greater Miami, a nonprofit Florida corporation, which is one and the same as The Mental Health Association of Dade County, Inc., a non-profit Florida corporation. Subject to covenants, restrictions and easements of record and taxes for the current year and easement for ingress and egress contained in Deed Book 3102 at page 600 of the public records of Dade County, Florida. TOaETRER with all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HA'V'E AND To HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the granter is lawfully seized of said land in fee simple, that the grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land and will defend the same against the lawful claims of all �erzons whomsoever; and that said land is free of all encumbrances except axes accruing subsequent to December 31, 1996. a:,u mitlod Into the PU411C IN WITNESS WHEREOF, the Grantor has caused these presents to be executifec Mrd in connection wlt h . rn FC4— on Walter FoemOn City Clete 89/06/2001 11:55 3055774808 II Q I5RIIELL& 135QCIATES REG 1 85OB G iy and year first above written. • Signed, sealed and delivered STATE OF Florida 0 G 05 Mental $ealtb Association of Dade County, Inc., a non-profit Florida corporation By. - Alherto Benavidea, as Vice- president COMMY OF Dade The foregoing instrument was acknowledged before me this —/_ day of February, 1999, by Alberto Senavides, as vice -President of Mental Health Association of Dade County, Inc., anon -prof' Florida corporation, who did take an oath and who acknowledged the execu n of the foregoing warranty Deed on behalf of the corporation, and hh fur a acknowledges the execution thereof to be his free act and dead,Sif0 a uses and purposes therein mentioned, I1 4kcommission expires: Notary Public, tate o c�Afi�]P5TATHaaru,-, at large cQMMWION No. ce 601 _ . ...i, rite. AUG. IN OWCOq D W(VACM rr6Mkggtµ cr wield aa,Hir,PA WA RECtlRD vOha IMI HARVEY %G VIN 19*9400wwof SUbmirled into thO Public reeor in connection Ittl ? " Item on 1� Walter Foeman r �} City Clerk 9 0 Submlt,ec:� into the puhllC recordin connec s n with item 2on O 3 2 Walter Foeman City Clerk CONSUELO M. QUINTANA REAL ESTATE DATA RESEARCHER 1111 SW 11th Avenue, Miami, FL 33129-1820 OFC # 305-858-2287 FAX # 305-859-2439 AUGUST 31, 2001 CITY OF MIAMI PLANNING & ZONING BOARD ADMINISTRATION DEPARTMENT P.O. BOX 330708 MIAMI, FL 33133 RE: PROPERTY OWNERSHIP LIST 500'FT FROM: 830 SE IST AVE (AND) 30 SE 8T11 ST MIAMI, FL 33131 F#01-0205-050-1010!1120 (STREET ADDRESS) (SEE LEGAL DESCRIPTION ATTACHED) (LEGAL DESCRIPTION) DADE COUNTY FLORIDA. THIS IS TO CERTIFY THAT THE ATTACHED OWNERSHIP LIST, MAP AND MAILING MATRIX IS A COMPLETE ANIS ACCURATE REPRESENTATION OF THE REAL ESTATE PROPERTY AND PROPERTY OWNERS 500'FEET FROM THE SUBJECT PROPERTY LISTED ABOVE. THIS REFLECTS THE MOST CURRENT RECORDS ON FILE IN THE DADE COUNTY TAX ASSESSOR'S OFFICE. SINCERELY, 4NIZSS�UELOIM. !"" (27 LABELS • (MIA -2304) (L-867) (INV -2550) (TX -8131!01) SubmIttod Into the public record in connection with item -�- on Walter Fooman u �- ` City CIO( 0 • . LEGAL DESCRIPTION: Parcel 1 Lot 13 and the North 0.12 feet of the East 61.70 feet of Lot 12, Block 55 South, CITY OF MIAMI, recorded in Plat Book "B" at page 41, of the Public records of Miami -Dade County, Florida, together with an easement for the purpose of ingress and egress to S.E. 9`h Street, said easement to be located over and on the West 10 feet of Lots 11 an.d 12, Block 55 South, CITY OF MIAMI, according to the plat thereof recorded in Plat Book "B" at page 41 of the Public Records of Miami - Dade County, Florida. Parcel 2 Together with that certain Easement for the benefit of Parcel 1 as created by Easement for Encroachment Agreement recorded March 8, 1999, in Official Records Book 18508, page 396, of the public . records of Miami -Dade County, Florida, for the purposes described therein, over and across the land described therein. Parcel 3 All of Lot 1 and Lot 2 and 3 less the West 68.95 feet of Lots 2 and 3, Block 55 South, CITY OF MIAMI, according to the plat recorded in Plat Book "l3" and page 41 of the public records of Miami -Dade County, Florida, less and except the North 4.00 feet of said Lot 3 conveyed to the State of Florida in Deed recorded in Official Records Book 12061, page 1207, of the public records of Miami -Dade County, Florida. Property Address: 830 SE 1g Avenue, Miami, FL 33131 F#01-0205-050-1120 30 SE 81h Street, Miami, FL 33131 F#01-0205-050-1010 Llbii'ittod into the public recon! In connoc11on with 01 iters - �__ or9 k Vis'. _ ` , Waster Foerrnan 90 9 City Eiffel( �41..[D1 CEI i f ,i A �� � �•—'``�^ �I .: G �_ � -'�`' 'Ii `'�3 01-3.ri � u'I irJ By •'/ fl tR d 11 j`Eo-f) o%l_PZflOD t1 ti-0B � 00 o°s P LLi I ila I^' 614 I' 1 _ vi ,I IY il3 ka IS IG I:yt ks 1� v,`i>�`j •e [9 2a z� _.€ A/1�� �y - _ °ST. t` I1 {I41-3� # s� '^s al 11;M1q a' JI I'.+y3 IL IS la 17 =B F a It F6 IT t9 �i9 2QI 7� 9 kq 11 S2II3 E 58 zo Q S7 17 - o w . ! _ e16 IS o +s _ >YP 9TH CIO iZ4• �. - it I � a ST . S.E 9TH sT. s I6 I�l,7t 14 4g i iY4 L6 oe t� T-11 r10TH $ $ ' , I ST . .. ,v� —Vf f=y j ..1� , N IC \713i5I6t i9 V `il yV 13 E5 ,]J 17 �22 117HU �i6E 9 SO. 6 , ..I PARK NO. 235, �j i] 1 a i6 � lA S ki I d.•� � a 1 1 � 1 .e 11 e �,i �4'y S C reeerd eCxmnent' FB ►Aft 1 i#e an i af—ier Foeman City Cerk 9 ST. w _ S.E. s - 87 0 • a $4 47Qi II I IT 29 e 6 ST . S.E 9TH sT. s I6 I�l,7t 14 4g i iY4 L6 oe t� T-11 r10TH $ $ ' , I ST . .. ,v� —Vf f=y j ..1� , N IC \713i5I6t i9 V `il yV 13 E5 ,]J 17 �22 117HU �i6E 9 SO. 6 , ..I PARK NO. 235, �j i] 1 a i6 � lA S ki I d.•� � a 1 1 � 1 .e 11 e �,i �4'y S C reeerd eCxmnent' FB ►Aft 1 i#e an i af—ier Foeman City Cerk 9 ST. w _ S.E. s - 87 0 • (L -867L) (27 LABELS WITHOUT REPETITION) (ORIGINALLY 75 NAMES) BRICKELL CORRIDOR LLC % RSVP 333 EARLE OVINGTON BLVD #1030 UNIONDALE NY 11553 1000 BRICKELL LTD % THE ALLEN MORRIS CO 1000 BRICKELL AVE 3 FL MIA FL 33131 BRICKELL MAIN ST LTD BRICKELL COMMONS LTD 1501 COLLINS AVE 3FL 2601 S BAYSHORE DR MIA BCH FL 33139 #PH 1A MIA FL 33133 BRICKELL MAIN ST LTD DADE COUNTY 1110 BRICKELL AVE #103 DDFM - METRO MOVER USER MIA FL 33131 111 NW 1 ST ST #2460 MIA FL 33128 BRICKELL AVENUE LTD BRICKELL MAIN ST LTD TERREMARK MIA RIVER LTD % JERROLD A WISH TR % PHILLIPS LABARRE 2601 S BAYHSORE DR #PH 1 B 1221 BRICKELL AVE 1501 COLLINS AVE 3FL MIA FL 33133 MIA FL 33131 MIA BCH FL 33139 BRICKELL PARK GARAGE LLC MARKETPLACE INV GROUP MARJORIE O BRICKELL 425 E 61ST ST 15 SE 10TH ST % NORTRUST RLTY - % MENZA NEW YORK NY 10021 MIA FL 33131 50 SO LASALLE ST CHICAGO IL 60675 EIGHT FORTY TWO INC CITY OF MIA DEPT OF P&D ENB HOLDINGS INC 6890 SW 88TH ST #B-403 ASSET MGMT DIVISION 799 BRICKELL PLAZA MIA FL 33156 444 SW 2ND AVE #325 MIA FL 33131 MIA FL 33130 H & W DEVELOPMENT CORP STORTFORD BRICKELL LTD NORTHERN TRUST CORP 2801 FLORIDA AVE #14 848 BRICKELL AVE #1000 % K BOVY COCONUT OR FL 33133 MIA FL 33131 50 S LASALLE ST M-20 CHICAGO IL 60675 DORAL PARK JT ALPHATUR NV SHERLON INV CORP NV VENTURE & ET AL % LA PRIMERA 600 BRICKELL AVE #800 101 MARIETTA ST #3600 888 BRICKELL AVE MIA FL 33131 ATLANTA GA 30303 MIA FL 33131 MAX D PUYANIC & COMMODORE REALTY INC 59 SW 9TH ST #5 MIA FL 33130 LUIS A & C PRIETO 4025 IRVINGTON AVE MIA FL 33133 ARTURO APTS INC 6840 GRANADA AVE C GABLES FL 33146 USA - GSA FACILITY SUPP CTR % D SIMMONS 77771 OAKLAND PK BLVD #121 SUNRISE FL 33321 BRICKELL ASSOCIATES LTD 1 3RD AVE #17 FL MIA FL 33131 :iL1bmit4toj iwo hili? pIai7iic 1A record rt c0rtr'1c0on with item .M'- I ori I " r s - 41 BRICKED L COMMONS LTD a 2 Walter Foeman 12000 RISC BLVD c1' �►_ "' ,� MIA FL 33181 City Cleric 0 CITY OF MIAMI SOUTH PB 8-41 BLOCK 55-S (L-867) (75 LABELS) (TX -8131!01) 50OFT E48.89FT OF W68.95FT OF LOTS 2 & 3 BRICKELL CORRIDOR LLC LESS N4FT FOR RNV % RSVP 18-20 SE 8TH ST 333 EARLE OVINGTON BLVD 01-0205-050-1020 #1030 UNIONDALE NY 11553 W20FT OF LOTS 2 & 3 1000 BRICKELL LTD 16 SE 8TH ST % THE ALLEN MORRIS CO 01-0205-050.1040 1000 BRICKELL AVE 3 FL MIA FL 33131 LOT 4 1000 BRICKELL LTD 12 SE 8TH ST % THE ALLEN MORRIS CO 01-0205-050-1050 1000 BRICKELL AVE 3 FL MIA FL 33131 LOT 5 1000 BRICKELL LTD 8 SE 8TH ST % THE ALLEN MORRIS CO 01-0205-050-1060 1000 BRICKELL AVE 3FL . MIA FL 33131 LOTS 6 & 7 1000 BRICKELL. LTD 801 S MIAMI AVE % THE ALLEN MORRIS CO 01-0205-050-1070 1000 BRICKELL AVE 3FL MIA FL 33131 LOTS 8 & 9 1000 BRICKELL LTD 827 S MIAMI AVE % THE ALLEN MORRIS CO 01-0205-050-1080 1000 BRICKELL AVE 3FL MIA FL 33131 LOT 10 BRICKELL AVENUE LTD 21 SE 9TH ST % JERROLD A WISH TR 01-0205-050-1090 1221 BRICKELL AVE MIA FL 33131 LOT 11 & S0.43FT OF E48.01 FT OF LOT 12 BRICKELL PARK GARAGE LLC 35 SE 9TH ST 425 E 61ST ST 01-0205-050-1100 NEW YORK NY 10021 LOT 12 LESS N0.12FT OF E61.71 FT & LESS EIGHT FORTY TWO INC S0.43FT OF E48.01 FT 6890 SW 88TH ST #B-403 842 SE 1 STAVE MIA FL 33156 01-0205.050-1110 BLOCK LOTS 1 THR THRU 5 LESS ST & LESS ESFT OF LOT 1 . H & W DEVELOPMENT CORP FOR RAW 2801 FLORIDA AVE #14 10 SW 8TH ST COCONUT GR F �b6ittad into the public 01-0205-060-1010 record in connection with item on -- Walter Foernan City Clerk 0 0 2 CITY OF MIAMI SOUTH PB B-41 BLOCK 56-S LOTS 6 THRU 9 & E3.44FT OF LOTS 10 THRU 12 & S4FT OF LOT 12 86 SW 8TH ST 01-0205-060-1041 LOT 19 37 SW 9TH ST 01-0205-060-1170 LOT 20 35 SW 9TH ST 01-0205-060-1180 LOT 21 29 SW 9TH ST . 01-0205-060-1190 S100FT OF LOTS 22-23-24 850 S MIAMI AVE 01-0205-060-1200 N50FT LOTS 22-23.24 824 S MIAMI AVE 01-0205-060-1210 BLOCK 71-S N100FT LOTS 1-2 900 S MIAMI AVE 01-0207-010-1010 S50FT LOTS 1-2 920 S MIAMI AVE 01-0207-010-1020 LOT 3 20 SW 9TH ST 01-0207-010-1030 . LOT 4 26 SW 9TH ST 01-0207-010-1040 DORAL PARK JT VENTURE & ET AL 101 MARIETTA ST #3600 ATLANTA GA 30303 MAX D PUYANIC & COMMODORE REALTY INC 59 SW 9TH ST 45 MIA FL 33130 1000 BRICKELL LTD % THE ALLEN MORRIS CO 1000 BRICKELL AVE 3 FL MIA FL 33131 LUIS A & C PRIETO 4025 IRVINGTON AVE MIA FL 33133 ARTURO APT$ INC 6840 GRANADA AVE C GABLES FL 33145 1000 BRICKELL LTD % THE ALLEN MORRIS CO 1000 BRICKELL AVE 3RD FL MIA FL 33131 BRICKELL MAIN ST LTD 1501 COLLINS AVE 3FL MIA BCH FL 33139 BRICKELL MAIN ST LTD 1110 BRICKELL AVE #103 MIA FL 33131 BRICKELL MAIN ST LTD % PHILLIPS LABARRE 1504 COLLINS AVE 3FL MIA BCH FL 33139 BRICKELL MAIN ST LTD 1501 COLLINS AVE 3FL MIA BCH FL 3313 Llt0 the pubiit,',' record in connection with item _'r on 2. Waiter Foeman City Clerk CITY OF MIAMI SOUTH PI3 B-41 BLOCK 71-S LOT 5 BRICKELL MAIN ST LTD 36 SW 9TH ST 1501 COLLINS AVE YL 01-0207-010-1050 MIA BCH FL 33139 LOTS 6 & 7 BRICKELL MAIN ST LTD 50 SW 9TH ST 1501 COLLINS AVE 3FL 01-0207-010-1060 MIA BCH FL 33139 LOT 21 BRICKELL MAIN ST LTD 25 SW 10TH ST 1501 COLLINS AVE 3FL 01-0207-010-1230 MIA BCH FL 33139 LOTS 22 THRU 24 LESS E5FT OF LOT 24 BRICKELL MAIN ST LTD 1 SW 10TH ST 1501 COLLINS AVE 3FL . 01-0207-010-1240 MIA BCH FL 33139 BLOCK 72-S LOT 1 & S112 LOT 2 LESS W50FT THEREOF BRICKELL MAIN ST LTD 916-916 SE MIAMI AVE RD 1501 COLLINS AVE 3FL 01-0207-020.1010 MIA BCH FL 33139 W50FT OF LOTS 1-2 & 3 BRICKELL MAIN ST LTD 10 SE 9TH ST 1501 COLLINS AVE 3FL 01-0207-020-1020 MIA BCH FL 33139 N112 LOT 2 & LOT 3 LESS W50FT BRICKELL MAIN ST LTD 900 SE MIAMI AVE RD 1501 COLLINS AVE 3FL 01-0207-020-1030 MIA BCH FL 33139 LOTS 4&5 901 S MIAMI AVE RD 01-0207-020.1040 N50FT OF LOT 6 & W75FT OF LOT 9 929 S MIAMI AVE 01-0207-020-1050 BRICKELL MAIN ST LTD 1501 COLLINS AVE 3FL MIA BCH FL 33139 BRICKELL MAIN ST LTD 1501 COLLINS AVE 3FL MIA BCH FL 33139 . LOT 6 LESS N50FT MARKETPLACE INV GROUP 955 S MIAMI AVE 15 SE 10TH ST 01-0207-020-1060 MIA FL 33131 in -O 1'io public rocord in connection with item L on tLIS OL_ Waiter Foernan ;, ` 3 2 city clori< • CITY OF MIAMI SOUTH PB B-41 BLOCK 72-S PORTS LOTS 7 & 8 DESC BEG SW COR LOT 7 E59.55FT N100.09FT W59.56FT S TO POS 15 SE 10TH ST 01-0207-020-1080 PORT LOTS 7 & 8 DESC BEG SE GOR LOT 7 TH NELY 103.66FT TO NELY COR LOT 8 W103.51 FT S100.09FT E76.28FT TO POB 25 SE 10TH ST 01-0207-020-1070 LOT 9 LESS W75FT 926-28 SE 1STAVE 01-0207-020-1100 MARY BRICKELLS ADDN PB B-113 BLOCK 101-S LOTS 6 THRU 11 LESS E4.3FT OF S15FT OF LOT 9 & LESS S4.3FT OF LOTS 10 & 11 . 848 BRICKELL AVE 01-8209-090-1560 LOTS 12&13 868 BRICKELL AVE 01-0209-090-1570 LOTS 14 THRU 20 & S30FT OF LOT 21 909 SE 1 STAVE 01-0209-090-1590 INTERCAP SUB PB 111-99 TRACT A 800 BRICKELL AVE 01-4138-031-0010 TRACT B 845 SE MIAMI AVE RD 01-4138-031-0020 CITY OF MIAMI SOUTH PB 1-74 BLOCK 53-S LOT 1 722 S MIAMI AVE 01-0205-030-1190 . E100FT LOTS 2 & 3 700 S MIAMI AVE 01-0205-030-1200 0 MARKETPLACE WV GROUP 15 SE 10TH ST MIA FL 33131 CITY OF MIA DEPT OF P&D ASSET MGMT DIVISION 444 SW 2ND AVE #325 MIA FL 33130 BRICKELL MAIN ST LTD 1501 COLLINS AVE 3 FL MIA BCH FL 33139 STORTFORD BRICKELL LTD 848 BRICKELL AVE 91000 MIA FL 33131 ALPHATUR NV % LA PRIMERA 888 BRICKELL AVE MIA FL 33131 USA - GSA FACILITY SUPP CTR % D SIMMONS 77771 OAKLAND PK BLVD #121 SUNRISE FL 33321 BRICKELL ASSOCIATES LTD 1 SE 3RD AVE #17 FL MIA FL 33131 BRICKELL ASSOCIATES LD 1 SE 3130 AVE #17 FL MIA FL 33131 BRICKELL COMMONS LTD 12000 RISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 record i'3 c,,, 1n i('Cdon with item W—Mc. L an — 2 Waiter Foeman • CITY OF MIAMI SOUTH PB 1-74 BLOCK 53-S W50FT OF LOTS 2-3 15 SW 7TH ST 01-0205-030-1210 CITY OF MIAMI SOUTH PB B-41 BLOCK 53-S LOTS 17 THRU 20 55 SW 8TH ST 01-0205-030-2050 LOT 21 LESS ST 29 SW 8TH ST 01-0205-030-2070 E95FT LOTS 22 & 23 LESS ST 1 SW 8TH ST 01-0205-030-2080 W55FT LOTS 22 & 23 19 SW 8TH ST 01-0205-030-2090 LOT 24 726 S MIAMI AVE 01-0205-030-2100 PATTERSON & OUVE SUB PB B-77 BLOCK 106-S N 100FT OF LOTS 1 & 2 2 SE 7TH ST 01-0210-060-1010 S50FT LOTS 1-2-3 717 S MIAMI AVE 01-0205-060-1020 N10OFT OF LOT:3 10 SE 7TH ST 01-0205-060-1011 . LOT 4 14 SE 7TH ST 01-0205-060-1030 ! 5 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 2601 S BAYSHORE DR #PH 1A MIA FL 33133 BRICKELL COMMONS LTD 2601 S BAYSHORE DR #PH 1A MIA FL 33133 BRICKELL COMMONS LTD 12000 RISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKFLL COMMONS LTO 12000 RISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 2601 S BAYSHORE DR #PH 1A MiA FL 33133 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 12000 RISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181Submitted into the public record in connoction with item on A- 5--° r Walter Foeman City Clerk 6 0 0 PATTERSON & OLIVE SUB PB B-77 BLOCK 106-S LOT 5 18 SE 7TH ST 01-0205-060-1040 LOT 6 22 SE 7TH ST 01-0205-060-1050 LOT 7 34 SE 7TH ST 01-0205-060-1060 PARCEL # S5A AKA LOT 8 NAU 01-3136-005-1050 CASE #90-29957 18-24-28 NE 15TH ST . 01-0210-060-10611 NAU 01-3136-005-1050 N50FT OF LOTS 9-10 729 S MIAMI AVE 01-0210-060-1070 LOTS 9 & 10 LESS N50FT -I SE STH ST 01-0210-060-1080 LOT 11 LESS S4FT FOR RM! 15 SE 8TH ST 01-0210-060-1090 LOT 12 29 SE STH ST 01-0210-060-1100 LOTS 13-14-15 LESS S4FTTHEREOF 45 SE 8TH ST 01-0210-060-1110 BLOCK 107-5 . 375FT LOTS 9-10 637 S MIAMI AVE 01-0210-060-1210 BRICKELL COMMONS LTD 12000 BISC BLVD MtA FL 33181 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 DADE COUNTY DDFM - METRO MOVER USER 111 NW 1ST ST 92460 MIA FL 33128 BRICKLELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKLELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 BRICKELL COMMONS LTGD 2601 S BAYSHORE DR#PH 1A MIA FL 33133 BRICKELL COMMONS LTD 12000 BISC BLVD MIA FL 33181 TERREMARK MIA RIVER LTD 2601 S BAYHSORE DR #PH 1 B MIA FL 33133 ub7nIllod Into Chn, pillflic rec© in �aorj;le �:or� ��i h item ?_ter on • o L Wager Foeman 4 �' 1 CRY Glerk PATTERSON & OLIVE SUB PB B-77 BLOCK 107-S LOTS 11 & 12 TERREMARK MIA RIVER LTD 11 SE 7TH ST 2601 S BAYHSORE DR #PH 18 01-0210-060-1220 MIA FL 33133 LOT 13 TERREMARK MIA RIVER LTD 17,9E 7TH ST 2601 S SAYHSORE DR #PH 1 B 01-0210-060-1230 MIA FL 33133 LOT 14 BRICKELL COMMONS LTD 21 SE 7TH ST 2601 S BAYSHORE DR #PH 1A 01-0210.060-1240 MIA FL 33133 PARCEL #S4C AKA LOT 15 DADE COUNTY 18-24-28 NE 15TH ST DDFM - METRO MOVER USER 111-0210-0611-1 1911NAU01-3136-005,1050 111 NW 1ST ST#2460 . MIA FL 33128 E112 OF LOT 7 & ALL OF LOTS 8 & 16 DADE COUNTY 18-24-28 NE 15TH ST DDFM - METRO MOVER USER 01-0210-060-1190/NAU 01-3136-005-1050 111 NW 1ST ST #2460 MIA FL 33128 MARY BRICKELLS ADDN PB B-113 BLOCK 106-A LOTS 1 THRU 4 & 12 & 13 MARJORIE O BRICKELL 700 BRICKELL AVE % NORTRUST RLTY - % MENZA 01-0210-030-1180 50 SO LASALLE ST CHICAGO IL 60675 LOTS 5-6-8 & E39FT LOT 8 112 & LOTS 9-10.11 ENB HOLDINGS INC LESS BEG SW COR LTO 9 N1 OFT E10.61FT S74DEG 799 BRICKELL PLAZA E37.80FT W47.08FT TO POB MIA FL 33131 799 BRICKELL PLAZA 01-0210-030-1230 LOT 8112 LESS E39FT ENS HOLDINGS INC 36 SE 7TH ST 799 BRICKELL PLAZA 01-0210-030-1250 MIA FL 33131 LOTS 14 & 15 NORTHERN TRUST CORP 710 BRICKELL AVE % K BOVY 01-0210-030-1310 50 S LASALLE ST M-20 CHICAGO IL 60675 . PARCEL # S5A AKA LOT 16 DADE COUNTY CASE #90-29957 DDFM - METRO MOVER USER 18-24-28 NE 16TH ST 111 NW 1ST ST#2460 01-0210-060-1120/NAU 01-3136-005-1050 MIA FL 33128 Q ;terra 2- i ori 1•ml.s:. j —19-32 Walter Foem do City Clerk 0 0 MARY BRICKELLS ADDN PB B-113 BLOCK 107-A LOT 11 & W2FT LOT 12 SHERLON INV CORP NV 33 SE 7TH ST 600 BRICKELL AVE #800 01-0210-030-1420 MIA FL 33131 LOT 12 LESS W2FT SHERLON fNV CORP NV 45,9E 7TH ST 600 BRICKELL AVE #800 01-0210-030-1430 MIA FL 33131 LOTS 1 & 2 LESS E10FT & LOTS 3 THRU 7 SI-IERLON INV CORP NV & LOTS 13 THRU 16 600 BRICKELL AVE #800 600 BRICKELL AVE MIA FL 33131 01.0210-030-1330 LOT 17 SHERLON INV CORP NV 57 SE 7TH ST 600 BRICKELL AVE #800 01-0210-030-1470 MIA FL 33131 LOT 18 LESS ELY 10FT SHERLON INV CORP NV 640 BRICKELL AVE 600 BRICKELL AVE #800 01-0210-030-1480 MIA FL 33131 S Submitted into the publiC record in connection with iterrl•1on 0t. Walter F=oorn City 01")II.• a 0 Submitt ld into the public record in conrir,,cation with itemon l • �yWalter Foeman j�. �D ti Crl7y Clerk i 0 BeyarImput of #tate 1 certify from the records of this office that MILLENNIUM PENTHOUSE, INC., is a corporation organized under the laws of the State of Florida, filed on October 1, 1997. The document number of this corporation is P97000084619. I further certify that said corporation has paid all fees due this office through December 31, 2001, that its most recent annual report/uniform business report was filed on April 24, 2001, and its status is active. 1 further certify that said corporation has not filed Articles of Dissolution. CR2E022 (1-99) Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Thirty-first day of August, 2001 Submitted into the publi���ftC' record in connection with ttf >erirr � 01 item . on i!-lf 1 Walter Foernan �e�-rrtui � uf�trztE City Clea 1232 19pparttunt of #tat p I certify the attached is a true and correct copy of the Articles of Incorporation of MILLENNIUM PENTHOUSE, INC., a corporation organized under the laws of the State of Florida, filed on October 1, 1997, as shown by the records of this office. The document number of this corporation is P97000084619. CR2EO22 (1-99) Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Thirty-first day of August, 2001 Submitted into the public record in connection with item [ _ on AdE 61 Walter Foernan �ttt��rin� �ai•xf� 14103_rjtarjr of"'�;tatte ;,0 i� , FROM HI LL WARD HENDERSON (TUE) 9. 30' 97 16:37/ST. 16:14/NO. 4260294713 P 2 i((H970000162.62,))) ARTICLES OF INCORPORATION OF INULLENNrum FF-NTHOUSE, INC I the underaigne'd, hereby make� subscribe, acknowledge and filo with the Socrotat- of tate Of rhe State of Florida these Articles of Incorporation for the purpose of forming R. corpo ation far profit in accordance with the laws of the StUo of Florida. AR11CLE i xa= The nam* of this Corporation shall ba: MII.LENNTUM pH-FFOUSE, INC. ARTICLE II Aams The address of the principaj office and the mailing addross of this corporation :[hall be: 917 Anchorage Road, Tampa, frlorida 33602. ARTICLE III This corporation shall have perpetual e�dstence. ARTICLE IV The corporation may cngagc in the transaction of any Or fX lawful business for which corporations may be incorporated under the laws of the State of Florida. P�wod by Sa pt.ou B..da.b, 11, r,.pj, — }7111, w.rd k tlenda>on* P. A. i ,~ P' 0' Ba= 2131, TSMPd FL 33601.2231 Flarid� 13u Numkrt 0060070 } �� 1�4+4Np y[y 4316 LJs •��•��`•a li .,_SLI ti i'k Q (((119700001626.2))1 record in cOrlrir x,11 �r11thl item - ori waiter FOOMUr7 � � 12 3 City Clerk FROM HILL WARD HENDF.RSON (TUE) 9.30'97 16;3747. 16:100.4260294713 P 4 (((H97000()16262))) ARTICLE V (a) The total n �t131,�t�c1` umber of shares orc:Vitai stock authorized to be issued by the corporation shall be 10,000 a}uuM+ having a Par value of SI.00 per share. Each of the said dares of stock shall entitle the holder tbcroof to ons (I) vote at any meeting of the stockholders. All or any part of said capital stock may be paid for in cash, in Property or in labor or servlccs ammay pwfotnt� for the corporation and valued at a fair vsluation to be fixed }•Y the Board of Ditnctars a! $meeting tailed for such purpose. All stock when issued shall be paid for and shall be nonassessable. (b) In the election of directors of this Corporation there shall be no cumulative voting of the stock entitled to vote at such eloction. ARTICLE VI Thercet adcirrss of the corporntian's initial greened office is 101 East Kennedy Boulevard, Suite 3700 _ gaMen Plana, Tampa, Florida 33602, and the name of the corporation's ittitiaJ registered agent at such address Ie STEPHEN.S. STRASKE II. The corporation may cftartgo It registered of$ce or its registe d agent or both by .filing With the Department of Statt Of State of Florida w statement complying with Section 607.0502, Florida Statutes. ARTICLE VVa The name and Addreaa of the incorporator of this corporation is as follows: hrA= Stephen B. Straske H Addr Sts 101 bast KcanOdy Boulevard Suito 3700 -Barnett Plaza Tampa, Florida 33602 (((H97000016262))) ;staa3 ;.;.°,.... `; PLIblic )WajtLi' f-C?f;'ot'9g C1 City Cled< ` FROM HILI, WARD HENDERSONGr� 602 13 P. AMA (((B97000016262))') r,A /may t- i ((i97QO0O16262))) 1r� 1 � 1 is ` 1 r =t r�The capamt�on u� thaw on fa ' prav#aion contained ArtiClea of Inc�ofppT�tj the '' bF .. ?'r COnfC7I Qd 1xiLllt)Ct�kn4W Qf 11E2' � •bed h�► Etutute, •ed all rlghta b. upon the atockholdem harcinI` ` are mubjact tO thls rnavrvaQ? x} ° 'N � S MF tila cold J13YR� 1t}f r Q7CCGllt ome " f clan for rt CSF' nnL os ff l SSj �i V 1 � �� Y � � tuC� C�[1 giSi�d, v NAx a v�rh } kit ?i ( t� �►ulr� z beep named to A�Pt 4L'fVJ `•(,pfQ�' amept �PO11m as its ,gart and R pfQc�Css �`dr tl.d =1lQYC ut�tAr1 corporation, ICY P rnvlsioas of a2i atatuica relating to to act In thisadty ry r tTuther WOO to comply with the familiar with and acct lope' sthd mplate petfbrat rice ofmy. dud4* and I am pt the abligationa 9f o y ovidnt as ,�i rrtt S H. STRt'!$R$ xi ., Date. S tr"' "26 jyi - 5kh "i33t41 {�ll � y: %"r44,x;. VV,rri i,3 F jr - , 1 5.. h i 'f ..xtf°31tTY'b a},r : rr�i• au �� iYNpp rV : L'i"��t -' .. � •,h 71 w-�1'n�. F �d. � �J' p 7�ry .d .yy� -V 1 a hay, / /.TAY].. /y'�y� q t ry j W1c 'p�i m 't$ MR9700001t}LVL1)) t f iY t :' it Qj y„ v sr Tkk"' r ' 1 ff -�y- �` 7-1 recuid M s.'viii Hon Mth item ?;*, or) Walter Foeffian City Clerk • • DIRECTORY OF PROJECT PRINCIPALS FOR BEACON AT BRICKELL VILLAGE Applicant/ Renzi Develo9ment Contract Purchaser: 3052 S.W. 27 Avenue Suite 101 Coconut Grove, A 33133 Telephone: (305) Facsimile: (305) Contact: Renzo Renzi Attorneys: Greenberg Traurig, P.A. 1221 Brickell Avenue Miami, Florida 33131 Lucia A. Dougherty Telephone: (305)579-0603 Facsimile: (305)961-5603 Adrienne F. Pardo Telephone: (305)579-0683 Facsimile: (305)961-5683 Architect: Behar Font & Partners, P.A. . 4533 Ponce De Leon Blvd Coral Gables, Florida 33146 Telephone: (305) 446-6220 Facsimile: (305) 529-0140 Contact: Robert Behar Traffic: Transport Analysis Professional Inc. 8701 S.W. 137th Avenue Miami, Florida Telephone: (305) 385-9997 Facsimile: (305) 385-0777 Contact: Richard Eichinger Economist: The Washington Economic Group, Inc. 2655 LeJeune Road, Suite 608 Coral Gables, Florida 33134 Telephone: (305)461-3811 Facsimile: (305) 461-3822 Contact: J. Antonio Villamil Subnni-�I-- 4 ir^to the public record in cannection with item on A t EA Walter Foeman City Clerk • L SUbmittod into the public record in connection with item U" on ' r Walter Foeman — 2 City Clerk 09/O6/2001 11:55 305577W ISRIEL & ASSOCI(W PAGE 03 r Millennium Pen4ouge, September 6, 2001 Adrienne Friesner Pardo, Esq. Greenberg Traurig 1221 Brickell Avenue Miami, Florida 33131 Re: Major Use Special Permit 30 S.E. 811 Street and 8330 S.E. 1" Avenue, Miami, Florida Dear Ms, Pardo: This letter shall serve to advise you that we hereby authorize Careenbrg Trzuri,g to .file a Major Use Special Permit application for approval of approximately 260 residential units and retail units for the Beacon at Brickell 'Village Project located at Southeast $' Street and Southeast 1" Avenue, Miami, Florida. It is my understanding that Mr. Reno Renzi will, be responsible for all legal fees and costs due to Greenberg 'Trauzig for the filing of this application.. Additionally, Mr. Renzi will be responsible :For any and all other fees, costs, permits fees, application fees and every other expense related to this application. Sincerely: Milleanium Penthouse, Inc. B onald J. Isriel, Esquire Attorney in fact / P.O.A. SOubmitted into the publlC record in connection with item - on v �l Waiter Feernan I ti 3 .2 City Clerk • record iri connection_With item on 1L" f "al _ Walter Foeman City Cferk •BEACON AT BRICKELL VILLAGE MAJOR USE SPECIAL PERMIT PROJECT DESCRIPTION ARTICLE 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 Application forms; supplementary materials General Report Major Use Specia[ Permit Concept Plan Development Impact Study record [n corinpctlon with item Pl_-. on Vii' -01 Walter Foeman 12 3 2 City Clerk • • v. m: cn _ 0- 22 � T� �r z{ 0 • THE BEACON AT BRICKELL VILLAGE 01 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. The Beacon at Brickell Village is a mixed-use project located at S. E. 8th Street and S.E. 1st Avenue, Miami, Florida. The property consists of a total site area of approximately 34,063 gross square feet. The project consists of a 36 story apartment tower which will include 251 residential units, 2,650 square feet of office area, 2,715 square feet of retail/restaurant space at pedestrian level, a 650 square foot health club/pool facilities and a 364 car parking garage. . The building will be situated on the western portion of the site with frontage along Southeast 1St Avenue for east -west exposures, thus maximizing the bay and city views. The retail/restaurant will front on Southeast 1St Avenue and Southeast 8th Street. The main entrance to the building will be on Southeast 1St Street. Entrance to the parking garage and service area will also be through Southeast S.E.1st Avenue. Guests will be able to choose between valet parking or self parking. The first floor will house the office and residential lobby, retail/ restaurant spaces and most of the building service areas, storage, FPL transformer vault. Drawings showing the architectural character and location of the intended uses are included under Tab 6 of the Supporting Documents. (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 . Submittod Into the public record in connection with 1 -item - on LLQ d -L Walter Foeinan City Clerk :;J �j 01 The following exhibits are included with the Major Use Special Permit Application: {1 } Aerial: Aerial photograph of the surrounding area indicating the project site. (2) Area Context Map/Site Aerial: Map of the project area indicating buildings and their functions that surround the site. (3) Location Map: Map of the surrounding street system indicating the project location. (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: The general information requested is shown on the Context Plan and Ground Floor Plan, Sheets A-1 provided 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 Survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structures; The exact location of the existing building located on the property is shown on the Boundary Survey under Tab 5. The location of the building to be constructed is shown on the Ground Floor Plan, Sheet A-1 under Tali 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic; Vehicular access for the project will be from Southeast 1St Avenue. Access to the parking garage for self and valet parking will be accessed from Southeast 1St Avenue. Submitted into the publlG record in connection with ROM PZ' j on AjS—o l y , r Waltor Foernan City Clerk 0 The project can be accessed by pedestrians from . Southeast 1St Avenue and Southeast 8th Street. A plaza at the corner of Southeast 1St Avenue and Southeast 8th Street will create a pedestrian friendly urban environment. A detailed analysis of the site access and traffic flow is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. (4) Off-street parking and off-street loading areas; The off street parking facility is located within the parking garage levels three through thirteenths floor. The parking structure will have 364 parking spaces which will support the entire development. The garage is shown on Sheets A-3 and A-4, provided under Tab 6 of the Supporting Documents. The Zoning Ordinance requires three loading bays. One (1) loading bay will be 12 ft. x 35 ft, one (1) loading bay will be 12 ft. x 30 ft and one (1) loading bay will be 10 ft. x 20 ft. The clearance for all loading bays is 15 feet. Service areas are shown on the Ground Floor Plan, Sheet A-1, under Tab 6 of the Supporting Documents. (5) Recreational facilities locations; The 14th level of the building will serve as a recreation deck for the development and will include indoor and outdoor amenities. The indoor recreational facilities will include: exercise rooms, spa, Jacuzzi, lockers, bathrooms and showers. Exterior facilities will include a pool, garden and sun deck. There will also be a garden and trellis covered pergola. Thus, creating the atmosphere of a courtyard for the use of the residents. These facilities are shown on the architectural Plan A-5,' and on the Landscape Plans under Tab 6 of the Supporting Documents. (6) Screens and buffers; Along Southeast 1" Avenue and Southeast 8th Street, trees will create a canopy of coverage. Landscapec Landscape Supporting areas are indicated on the Architectural and Plan L-1, located under Tab 6 of the Documents. Submitted inao tho public rocord in connoction with item 2' 1 on iL� S - Walter Foeman J. Ji — 1232, City Clerk • • (7) Refuse collections areas; Waste collection will be provided by a containerized compactor system located within the service area in the building. In addition, the project will have a high rise recycling system for the residential units. These facilities are shown on the architectural Plan, Sheet A-1, located under Tab 6 of the Supporting Documents. (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; Building 54.3% of gross lot area (footprint 18,515 square feet) • Open area, plazas and exterior terraces: 51,571 square feet, 229% of net lot area (2) Ground coverage by structures Ground coverage by the structures is 54.3% of the total gross lot area. (f) Tabulation showing the following: (1) The derivation of numbers of off-street parking and . off-street loading spaces shown in (d) above. The total number of off-street parking spaces required is 263 spaces and the total number of spaces provided will be 364. Derivation of the number of off-street parking is shown on the Architectural Plan Sheet A-0, located under Tab 6. (2) Total project density in dwelling units per acre. Total project density is 487 units per net acre. Submitted Into the publi0 4 record in rena7e;r;tic3n with kZ item -1--- oft Walter Foeman `, 3 2 city Glork e 0 . (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. 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) Architectural definitions for buildings in the development; exact number of dwelling units, sizes, and types, together with typical floor plans of each type. Detailed information and breakdown of square footage of all uses are found under Project Criteria within The Project Summary, included under Tab 6 of the Supporting Documents. Typical floor plans for the office level are shown on the Architectural Floor Plans A-2. Typical floor plans for residential units are shown on the Residential Floor Plans, included in Sheet A-5 and A-6. All drawings are located under Tab 6 of the Supporting Documents. U) Plans for signs, if any. Building signage area of approximately sq. ft. will be incorporated on the north, east and west sides of the building. There will also be building identification signage over the S.E.15t Avenue entrance. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscape plans showing vegetation are found on the Landscape Plan, Sheet L-1. All landscape plans are located under Tab 6 of the Supporting Documents. (I) Plans for recreation facilities, if any, including location and general description of buildings for such use. The 14th level of the building will serve as a pool and recreational deck, a health spa will adjoin the pool deck and include a fitness center, spa, steam and sauna rooms, and Jacuzzi with access to . the sun decks. Exterior facilities will include,�30b3ritjpW, putiIlC record in connectlon with item FZ - I on .11td---°S Walter Foernan City Clerk garden and sun decks, with trellis and pavilion structure. The r health spa and recreational facilities will be for use of residents. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The details of the spaces and calculations used to compute the _Floor Area Ratio (FAR) are shown on the Architectural Plan Sheet A-0 provided 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. Sections and elevations depicting the architectural character of the building are shown on the Buildings Elevations, Sheets A-7 and A-8. All elevations and sections are located under Tab 6 of the Supporting Documents. 2. Section 1702.2.1 General Report. (1) Property 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 1. (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 Surveys are included under Tab 5 of the Supporting Documents. (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. Submitted into the publIC record in cc nn'rnc-,;on with on J � `' owaiter i-oeman City CT -'r'( (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 5 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 and Page 37 of the Zoning Atlas Map which is located in Article 1, indicates the existing and surrounding zoning. The zoning designation for the property is SD -5. The comprehensive pian 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 Pian. (a) Relationships of the concept pian to surrounding existing and proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian . systems, service systems and similar uses. Article 11 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 are 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 district designation for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. 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 Submitt-Od into tho public record in connection with item - on - of �, , Walter Foeman °- 12, � 2 Oty Clea# 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 undE;r Tab 4 of the Supporting Documents. (c) A housing impact assessment. Over the last several years, prices of urban housing has increased dramatically, following the growth of the economy. During this time, a substantial amount of people within metropolitan areas began returning to the City to live. This created a shortage of multi -family housing along with an upward surge of housing prices. Contrarily, the cost of construction has been kept pace with these increases, which has made it economically affordable to construct new residential buildings. This pattern remains the same in South Florida where there continues to be an increased demand for apartments, in particular Miami -Dade County. Strong apartment occupancy was registered in early 2000, allowing rents to climb notably. The combination of increased apartment demand and moderate deliveries helped boost occupancy to an eighty -year high, while yielding a sharp increase in rent growth. (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 masonry and glass. 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 Subc-Rtcd Into the Publid record in cor noc.Vcin smith item Pte( on _lf-.5--4.L.- 2 3 2 Walter Foornan ;:J City Cleric 11 • There are no existing historic structures located on the property. 0 (f) Environmental Zone The Property is not located within an environmental preservation district. 11M IA -S RVOiTARDOA11334458V091SL_@01 I.DOC18130101 SUbinitt O into the public reword in connection with 9 iters U-11 on Walter Foeman M `% �� City Clerk ;� :314 i 0 Submitted into the public record in cOrInOcticn Mlith items 1^ on a Walter Foeman �� . _ 2 3 City clerk v" O cn 0c c� M0 Z ca • • BEACON AT BRICKELL VILLAGE MASOR USE SPECIAL PERMIT SUPPORTING DOCUMENTS ARTICLE Ill. 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 Architectural Plans Submitted into the public record in connectiorL with item pZl on tri -bl Walter Foeman "" cy City Cled( 0 • Submit ; d i ,z tiro public record in connection with item Lon -1�-'1--- Walter Foeman f a 21 City Clerk BEACON AT BRICKELL VILLAGE MAJOR USE SPECIAL PERMIT MINORITY CONSTRUCTION EMPLOYMENT PLAN �ubml '.'ed in'o flio public record in conno- cion tv!1-h item Z- t on AL -11' --?j Walter Poornan City Clerk C� 0 MINORITY CONSTRUCTION EMPLOYMENT PLAN It is the policy of the Applicant to base its employee hiring and promotions, as well as its vendor and contractor hiring, 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, sexual orientation, age, marital status, veteran and handicapped status. One of the management duties of the Applicant's principals is to ensure that the following personnel practices are being satisfied: 1. Take every necessary affirmative action to attract and retain qualified employees, regardless of race, color, place of birth, religion, national original, sex, sexual orientation, age, marital status, veteran and handicapped status. 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, ds of Ceplace f birth, religion, national origin, sex, seaorieto onage, marital status veteranand handicapped status. The Applicant is committed to take affirmative action and aggressively pursue activities that will serve to enable all employees, vendors and contractors opportunities for employment within the Applicant. Specifically, the Applicant shall utilize the following to achieve the above -referenced Policy: 1. RECRUITMENT/ADVERTISING All contractor and/or employment advertising will include a statement of Equal Employment Opportunity. In addition, advertising will utilize Hispanic and Black media (e.g. Miami Times). 2. HIRING PROCEDURES All positions will be filled without regard to race, color, religion, sex or national origin. The Applicant is dedicated to a policy of equal employment opportunities for minorities. 3. PROMOTION PROCEDURES The Applicant maintains equitable principles in the promotion of employees as stated in the Affirmative Action Plan. The Affirmative Action Plan is based on the principals' belief that our Miami -Dade County community can only improve if the Submitted Into the public record in conncc tion with iters_ on t I' ! t- a1— Walter Foeman 22 3 2 City Clerk 2 0 lifestyles of every single disadvantaged group in the community is advanced. We will continually monitor and review personnel and contractoremplo to ea 1 nt practices to guarantee that equal opportunities are being provided employees, vendors or contractors regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. UTILIZATION OF LOCAL MINORITY BUSINESSES The Applicant will endeavor to utilize Black Minority and Women -owned firms. Furthermore, it will require all of its contractors to also solicit and utilize to the fullest extent possible minority and women -owned subcontractors and vendors. MIAMIIDOUGNERTYL11010810IIny201 1.DOC18131101 Submittod the public record in connection with 2 Item P-2�� . on 'm Walter Foeman W city cleri( • • Submii(cd into the public record in connection with item B!. -j an sra Walter Foernan w City Clerk a M N • • 0 THE BEACON AT BRICKEI. L VILLAGE MIXED USE DEVELOPMENT SE IST AVENUE & SE 8T11 S'T'REET IAMI, FLORIDA i R.E` ISED TRAFFIC IMPACT ANALYSES SEPTEMBER 2001_ i Subrnittod Into the public recorr� in connection with item on IL•1 O f Walter Foeman 20 City Clerk L • THE BEACON AT BRICKELL VILLAGE MIXED USE DEVELOPMENT SE IST AVENUE & SE 8 T STREET REVISED TRAFFIC IMPACT ANLAYSIS Prepared for Renzi Development 3052 SMI 27`x' Avenue Suite 101 Coconut Grove, Florida 33133 (305) 446-8807 Prepared by Transport Analysis Professionals, Inc. 8701 SW 137 1h Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 B.B. No. 3766 September 2001 1722 dub -tilted into the pubild recor Irl connection with item z' on - o Walter i=oeman j j w 1. `? 3 2 City Clerk 0 • THE BEACON AT BRICKELL VILLAGE MIXED USE DEVELOPMENT SE 1ST AVENUE & SL<' STH STREET REVISED TRAFFIC IMPACT ANLAYSIS TABLE OF CONTENTS INTRODUCTION...............................................................................................................1 EXISTINGCONDITIONS..................................................................................................1 FUTURE CONDITIONS WITH PROPOSED SITE TRAFFIC.........................................4 BACKGROUNDTRAFFIC................................................................................................5 DISTRIBUTION..................................................................................................................5 OTHER APPROVED BUT NOT BUILT PROJECTS.......................................................5 TRANSPORTATION CONTROL MEASURES PLAN..................................................12 CONCLUSION..................................................................................................................12 TABLES Table 1 - PM Peak Hour Brickell Mixed Use Development ...... Table 2 — Adjusted for Transit Trips During PM Peak Period ... Table 3 — Traffic Volume at Study Locations ............................ A L t' Table 4 — Levels of Service at Stu y oma ions ..................................................... FIGURES Figure 1 — General Location Mal)........................................................................................2 Figure 2 --- Existing Traffic at Study Locations....................................................................3 Figure 3 — Year 2003 Traffic Including Growth..................................................................9 Figure 4 — Year 2003 with Growth and Committed Projects' Trips..................................10 Figure 5 — Year 2003 with Growth, Proposed Site and Committed Projects' Trips .........11 APPENDIX Appendix A -- Turning Movement Count Data Appendix B — Capacity Analyses of Existing Conditions Appendix C — Capacity Analyses of Year 2003 Background Growth Appendix D — Capacity Analyses of Year 2003 Background Growth with Committed Trips Appendix E --- Analyses of Year 2003 Background Growth, Committed Trips and Site Appendix F — ITE Trip Generation Submitted into the public record in connection with item . enr: rs-m 1 Walter Foernan 3 2 City Cleric .■ 0 0 0 THE BEACON AT BRICKELL VILLAGE MIXED USl"s', DEVELOPMENT SE 1sT AVENUE & SE 8711 STREET REVISED TRAFFIC IMPACT ANLAYSIS IN,i,izoDUCTION This report summarizes the impact of traffic from a proposed mixed use development to be located in the southwest corner of SE 15` Avenue and 8th Street in the City of Miami, Florida. Figure 1 depicts the site's general location. The proposed Beacon at Brickell Village Mixed Use Development is planned to consist of the following uses: - 251 Residential Apartments - 2,650 sf Office - 2,880 sf Retail The methodology used for assessing traffic impacts of the proposed mixed use development was discussed with the City of Miami Department of Planning and Development staff. The City's traffic reporting criteria requires that a Major Use Special Permit (MUSP) type traffic study be submitted to the City of Miami planning staff. Traffic volumes from other nearby approved, but not built projects are included in this report. The following locations were chosen to evaluate the proposed development's traffic impact. - Brickell Avenue & SE 7`h Street - Brickell Avenue & SE 8,h Street - SE l:t Avenue & 81h Street - South Miami Avenue & 7111 Street - South Miami Avenue & 81h Street ri - SW lst Avenue & 7,h Street - SW t" Avenue & 81" Street - SW 2`1 Avenue & 7`1'Street - SW 2"d Avenue & 8th Street - South Miami Avenue & Coral Way - South Miami Avenue & 15 ' Road Submitted into the public record in corm :l.;J11 '011111 EXISTING CONDITIONS item e�_( on 1!j_!koL Walton Foeman tt,,s Clerk Turning movement counts were performed between 4:00-6:00 PM on a typical woihday at the 11 study locations. The PM peak is typically used to evaluate traffic conditions throughout Miami -Dade County. It is also the period in which traffic concurrency is evaluated by the Miami -Dade County Public Works Department. The results of the data collection are depicted in Figure 2 and the field data are in the Appendix. 1212 N.T.S. Submitted into the Public record in connection w1th item Pz•1_on 9'r 'a Walter Eoeman City Clerk The Beacon at Brickell Villag( General Location Mal RI AIaYY` !'OF455101UL5 a Figure 1 2 Intsection No. 1 • IntersectlDn o. 2 /IS SW 7 52er Avenue & SW 8th Street SW 7 st Avenue & NSW 7th Street intersection No. 3 S no Avenue & SW 8th Street Lfl N (p � I Ep O iI PJT. DRNE I 7— N N t-1 682 u1 } 101-► 205 ,I 93 � I 943 -a 393 �I v CO Intersection No. 4 Intersection No. 5 - SW 2n1 Avenue & SW 7th Street S. Miami Avenue & 8th Street Intersect lon No. 6 S. Miami Avenue & 7th Street No N I Oc 189 � 1616 R— 740 357--� I 0 0 801 -►I Intersection No. 7 i Intersection No. 8 SE 7 st Avenue & SE 821 Street Brickell Avenue & SE 711 Street � to /r 171 1-562 116 � Prt.oavE 609- 73 09-i73 y r intersection No. 10 Intersection No, 11 5. Miami Avenue & Coral Way S. Miami Avenue & l5th Road N.T.S. UT N 105 "' 904 4, Jr 32 \► 146 87 788 y 6 402 -► j� 26 ;Z intersection No. 9 Brickell Avenue & SE 8th Street L��516 256- 287-► to 219 a Sud L rcor,,iti item Waiter Fceman City Clerk j The Beacon at Brickell Village Existing PM Peak Hour Traffic :ii -1 232-. Intersection analyses were performed at each of the I1 study locations using software (HCS) that supports the current Highway Capacity Manual. The HCS outputs are included in the Appendix. FUTURE CONDITIONS WITH PROPOSED SITE TRAFFIC Using the sixth edition of the Institute of Transportation Engineers' (ITE) Trip Generation manual, PM peak hour traffic is calculated for the proposed mixed use development and depicted in Table 1, Table 1 PM Peak Hour. The Beacon Mixed Use Development Daily PM Peak Hour Land Uses Size Tris In Out Total Residential 251 units 1,054 53 35 88 Office 2,650 sf 29 1 3 4 Retail 2,880 sf 117 3 4 7 Totals 1,200 57 42 99 Because of the proposed site's mixed use development, internalization of trips will occur. However, because of the small office and retail uses, no internal trips were calculated for the mixed use development. The Metrorail has a station within two (2) blocks of the site. This is estimated to reduce primary trip making by approximately 10%. Table 2 depicts the results. Table 2 Adjusted PM Peak I -lour Trips Less Transit Trips Less Estimated Gross Trips Transit Trips Primary Trips Land Use In Out Total In Out Total In Out Total Retail 3 4 7 -0- -1 -0- 3 4 7 Office 1 3 4 -0- -36 -0- 1 3 4 • Residential 53 35 88 - 5 -8 - 9 48 31 79 Totals 57 42 99 - 5 -45 - 9 52 SA -11810^1r 0 tlic public record ii -I connection with 4 (tern Z" i on LJS er c halter Foeman City Clerk C c: BACKGROUND TRAFFIC The proposed site is estimated to be completed and occupied in year 2003. A 2% annual growth rate is used to estimate future area traffic. A 2% growth rate has been generally accepted by City staff from information presented and approved in other recent traffic studies depicting area growth. DISTRIBUTION The Miarni-Dade County Public Works Department was contacted to obtain the cardinal distribution data as set forth in the M.U.A.T.S. planning model to determine directional trip making characteristics of area traffic. The following information was used as a guide to distribute project site traffic via area roadways: North/nortlicast — 23.97% North/northwest — 18.74% East/northeast — 12.79% West/northwest --- 15.01 % East southeast — 4.73% West/southwest — 18.01 % South/southeast -- 1.11% South/southwcst — 5.64% Table 3 depicts existing year 2001 PM peak hour traffic volume at the 12 intersections under study. Table 3 also includes year 2003 background growth, year 2003 background growth and committed development trips and year 2003 background growth, committed development trips and the proposed site trips during the PM peak hour period. Table 4 depicts the corresponding levels of service at the 11 locations under study. Figure 3 depicts future intersection traffic volumes with two years of growth. Figure 4 depicts proposed site traffic volumes at full build -out and occupancy. Figure 5 illustrates traffic in year 2003 with approved, but not built (committed) projects. Figure 6 depicts year 2003 with background growth, committed projects and site volume. OTHER APPROVED BUT NOT BUILT PROJECTS The City of Miami planning staff supplied copies of nine (9) other approved but not built projects that are scheduled for construction in proximity to the proposed development. The nine (9) projects are as follows: - BrickelI Main Street - Brickell Grand - Brickell View - Brickell Commons - 1060 Brickell - Brickell Summit 5 - Brickell on the River - Brickell Street Towers - Bayshore Palms Submitted into the publid record in connection with item on • ► . Walter Foeman City Clerk • • Table 3 TRAFFIC VOLUME AT INTERSECTION STUDY LOCATIONS Approved Year Other Existing 2003 Projects' PM Peak Background Site Site Total Intersection and Approach Volume Volume Subtotal Vo?ume Subtotal Volume Volume SW 1st Avenue and SW 8th Street EB THRU 1101 44 1145 300 1451 0 1451 EB RIGHT 93 4 97 68 165 5 170 SB LEFT 122 5 127 138 265 0 265 SB THRU 476 19 495 65 560 3 563 SW 1 st Avenue and SW 701 Street WB LEFT 104 4 108 111 219 4 223 WB THRU 1682 68 1750 258 2008 0 2008 SB THRU 275 11 286 0 286 0 286 SB RIGHT 266 11 277 0 277 0 277 SW 2nd Avenue and SW 8th Street EB LEFT 205 8 213 0 213 0 213 EB THRU 943 38 981 257 1238 0 - 1238 EB RIGHT 393 16 409 0 409 0 409 NB THRU 448 18 466 0 466 6 472 NB RIGHT 87 4 91 27 118 2 120 SB LEFT 160 6 166 22 188 0 188 SB THRU 516 21 537 21 558 0 558 SW 2nd Avenue and SW 7th Street WB LEFT 126 5 131 21 152 0 152 WB THRU 1616 65 1681 202 1883 0 1863 WB RIGHT 189 8 197 17 214 0 214 NB LEFT 208 8 216 0 216 8 224 N13 THRU 420 17 437 0 437 0 437 SB THRU 526 21 7 547 169 22 0 569 0 169 0 569 169 SB RIGHT 162 South Miami Avenue and SO Street ES LEFT 357 14 371 56 427 0 427 Eta THRU 801 32 833 52 885 2 887 NB THRU 650 26 676 253 929 0 929 NB RIGHT 33 1 34 20 54 0 54 South Miami Avenue and 7th Street WB THRU 1183 48 1231 139 1370 0 1370 WB RIGHT 140 6 146 0 146 4 150 NS LEFT 520 21 541 298 839 0 839 NB THOU 487 20 507 137 644 0 644 SE 1 st Avenue and SE 8Ih Street EB THRU 609 25 634 52 686 19 705 EB RIGHT 73 3 76 0 76 10 Be NB RIGHT 114 5 119 0 119 0 119 SB LEFT 5 0 5 0 5 0 5 SB THRU 7 0 7 0 7 0 7 Brickell Avenue & SE 7th Street WB LEFT 116 5 121 0 121 0 121 WBTHRU 562 23 585 0 585 3 588 WB RIGHT 171 7 178 0 178 3 181 NB LEFT 517 21 538 27 565 0 565 NB THRU 1377 56 1433 90 1523 0 1523 NB HIGHT 30 1 31 0 31 0 31 SB LEFT 111 4 115 0 115 0 115 SB THRU 1607 65 1672 39 1711 0 1711 SB RIGHT 529 21 550 104 654 0 654 Approved, but not built projects, Volumes obtained from trallic studies provided by the City Planning office. Submfttond into the publlC re(jor In oonnectio With 2 I- I f 1 Item on _I Walter Foeman City Clerk 6 • Submitted into the publiC record in connection with Item 1. on "b Walter Foeman 7 City Cly -k • • Table 3 (continued) TRAFFiC VOLUME AT INTERSECTION STUDY LOCATIONS Approved Year 011ier Existing 2003 Projects' PM Peak Background Site Site Total Intersection and Approach Volume Volume Subtotal Volume Subtotal Volume Volume Brickell & SE 8th Street 256 10 266 84 350 9 359 EB LEFT EB THRU 287 12 299 105 404 0 404 EB RIGHT 219 9 228 28 256 0 256 322 WB LEFT 281 11 292 17 309 13 13 601 WB RIGHT 516 21 39 537 1005 51 36 588 1041 13 1054 NB THRU 966 1153 6 159 16 175 13 188 NB RIGHT SB LEFT 196 8 204 21 225 29 254 SB THRU 1219 49 1268 54 1322 13 1335 South Miami Avenue & Carat Way 0 166 EB LEFT 87 4 91 77 168 0 445 EB THRU 402 16 418 27 445 0 27 EB RIGHT 26 1 27 0 0 27 33 0 33 WB LEFT 32 904 1 37 33 941 13 954 0 954 WB THRU WB RIGHT 105 4 109 88 197 0 197 NB LEFT 71 3 74 0 74 0 0 74 206 NB THRU 149 6 155 51 206 31 0 31 NB RIGHT 30 1 1 31 33 0 10 43 0 43 SB LEFT 32 193 8 201 41 242 0 242 SB THRU SB RIGHT 196 8 204 0 204 ❑ 204 South Miami Avenue and 15th Road 0 13 EB LEFT 12 1 13 241 0 0 13 241 0 241 • EB THRU EB RIGHT 227 188 56 14 11 3 199 59 0 2 199 fit 0 0 199 61 WB LEFT 0 155 0 155 WB THRU 146 9 155 44 0 44 1 45 V113 RIGHT 41 3 3 56 0 56 0 56 NB LEFT 53 97 6 103 19 122 5 127 NB THRU 41 3 44 0 44 0 44 NB RIGHT 17 1 18 3 21 1 22 SB LEFT 155 9 164 49 213 11 224 SB THRU 11 1 12 0 12 0 12 SB RIGHT ' Approved, but not built projects. Volumes obtained from traffic studies provided by the City Planning office. • Submitted into the publiC record in connection with Item 1. on "b Walter Foeman 7 City Cly -k • 0 C7 Year 2003 with Backgound, Projects & Site LOS C E E D C E B E** F B B Submitted Into tho public record in connection with item P1 on •6 t Walter Foeman 8 City Clerk Table 4 LEVEL OF SERVICE AT INTERSECTION STUDY LOCATIONS • Year With 2003 Approved* with Other Background Projects Existing Traffic Traffic Intersection LOS LOS LOS SW 1st Avenue and SW 81h Street B B C SW 1st Avenue and SW 7th Street C C E SW 2nd Avenue and SW 8th Street D B E SW 2nd Avenue and SW 7th Street C C C South Miami Avenue and 8th Street C C C South Miami Avenue and 7th Street C C E SE 1st Avenue & SE 8th Street B B B Brickell Avenue & SE 7th Street F/D** E** E*. Brickell Avenue & SE 81h Street F F F South Miami Avenue & Coral Way B B B Miami Avenue & 15th Road B B B Approved, But Not Built Projects. ** LOS Results with Modified Signal Timing C7 Year 2003 with Backgound, Projects & Site LOS C E E D C E B E** F B B Submitted Into tho public record in connection with item P1 on •6 t Walter Foeman 8 City Clerk _• • DRIVE j Intersection No. 1 SW 1st Avenue & SW 8th Street Q1 N 1 145—;► 97 Intersecton No. 4 SW 2nd Avenue & SW 7th Street 197 I (1681 /t 131 i �S 1 m N � Intersection No. 7 SE 1st Avenue & SE 8th Street Intersection No, 2 SW I st Avenue & SW 7th Street ml' N I s-1750 08 ------------------------ it Intersection No. 3 �SW 2nd Avenue & SW 8th Street r` � Illi tt` � 981 --si 409 O Intersection No. 5Intersection No. 5 S. Miami Avenue & 8th Street S. Miami Avenue & 7th Street Intersection No. 8 Brickell Avenue & SE 7th Street Intersection No. 10 5. Miami Avenue & Coral Way Intersection No. 11 S. Miami Avenue & 1 Sth Road P 109 i1 f— 947 V A i I i 146 (1231 II� o Intersection No. 9 Brickell Avenue & SE 8th Street ry O 537 266 299 ► n 228_ o �� 91 I r f"2�9 Sutrr "ed into the public / 418—► ��� fBCJPd `� Dill 9G ion t%t' 1 7 n ^ 27 / Item t '^ • o"1 L 01 Wa[ er Foeman Cl^j C12rk The Beacon at Brickell Village Year 2003 PM Peak Haar Volume with Background Growth 9 tiaure 3 Ll SW 11 ST Sh 7S R°aq, �S 3 Pel 6' X090 e090 a J1' N PJ LJ i SW 1 1 STREET J U/ z V: Coral Wav i 10 SW 14 St Intersection No. Intersection No.2 p SW 7 st Avenue & SW 8th Street SW } st Avenue & SW 7th Street S OSIPVr. DRIVE � N N N �-__2008 1457 -- ► I � j 165 J W Y U , Intersection No. 4 Intersection No. 5 - mSW 2nd Avenue & SW 7th Street S. Miami Avenue & 8th Street ,2 LO 214 If1883 /i ,r— 152 l 427 S 885—► rn v Intersection No. 7 Intersection No. 8 SE 1st Avenue & SE 8th Street I Brickell Avenue & SE 7th Street o ^ 't— 178 On x-585 � 721 686 —; The Beacon at Brickell Village 76 Year 2003 PM Peak Hour with Growth and other Committed Projects _ In M Intersection No. 10 Intersection No. 11 S. Miami Avenue & Coral Way S. Miami Avenue & 1 Sth Road �rvm X1979 33 �V 111 X44 Suhat"vd in'3 Ole public recor$�ennecf;en With item 4.15.01 01ersection No. 3 SW 2nd Avenue & SW 8th Street v 1238 ►I �,o 409 Intersection No. 6 S. Miami Avenue & 7th Street R-- 14fi t-1 370 i m � W U7 Intersection No. 9 Brickell Avenue & SE 8th Street ry h �— 588 x-309 I I 1 3 So 404 --► / ,;, 256 /o 168- 445--�IR _ 27"o 799 � la Suhat"vd in'3 Ole public recor$�ennecf;en With item 4.15.01 et, On Waiter Foeman The Beacon at Brickell Village Year 2003 PM Peak Hour with Growth and other Committed Projects 1-0 • 0 I i • �I 4 2 6 8 W 7 STREt PJT. DRNE 3 i5 7 9sii�z23 SW 8 STREET j i z� z z >>c _ ¢ ¢ SITE _Q �C SW 11 STREET g SW 11 ST SIV %S Roca Coral Wa 10 Intersettion No. 1 SW 1st Avenue & SW 8th StreeT 1451 ► 170 I • Intersection No. 2 SW 7 s, Avenue & SW 7th Street i • Intersection No. 3 SW 2nd Avenue & SW 8th Street w 213 1238 409 j o Intersettion No.4 SW 2nd Avenue & SW 7th Street O ° X214 1152 �T Nry Intersection No. 5 -. S. Miami Avenue & 8th Street I — 427�1� 887 NU o1 Intersection No. 6 S. Miami Avenue & 71h Street f 1370 or M V 'mtersett,or. No. 7 SE 1 st Avenue & SE 8th Street Intersection No. 8 Brickell Avenue & SE 7th Street x588 121 / h Intersection No. 9 Brickell Avenue & SE 8th Street "` �' 601 K.�2 359- P ► v 404CO 256— o SW 14 St �aalS f0y0 PJ P. G� N.T.S. 705 1/ 86 —� Intersection No. 10 S. Miami Avenue & Coral Way � N 197 1 ♦ /r-334 Intersection No. 11 S. Miami Avenue & 15th Road ^ P � ^ (N' 73 ♦ �1S S 1997 X67 S��ti� 4��► SS ii,, r G t"'rq ruh9iG feCG � I item PZ -1 0n C,-jMaP e:c� cs�rx i 168—x/ 445—► 27�I ^ N ^ The Beacon at Brickell Village Year 2003 PM Peak Hour Volume with Growth, Committed Pro'ects and Site 15 -1- �--a(, 0 i TRANSPORTATION CONTROL MEASURES PLAN The City of Miami requires that developments requiring a MUSP process explain how the development plans to reduce the proposed site's traffic on adjacent and near by intersections. As noted in Table 2 of this report, a reduction of 10% of the estimated primary trips will be reduced by the mixed use development's proximity (within 300 feet) of the Metrorail facility. Other traffic reduction measures will reduce primary trip making, too. Some suggested measures are listed, but no limited to, as follows: - Encourage shared ridership (van pooling). - Encourage office employees to implement staggered work hours. - Post mass transit schedules in public areas. - Encourage mass transit use by employees --purchase transit passes and make them available to employees at a discount or free. CONCLUSION Ten of the eleven intersections will operate within acceptable levels of service. One iintersection, Brickell Avenue and SE 8l" Street currently operate at LOS "F", However, this part of Miami -Dade County is in the "Urban Infill" area and not subject to capacity restraints. Also, there are numerous public transportation facilities in proximity to augment the movement of people in this part of the Brickell corridor. Further, the length of time that the intersection functions below LOS "E" is short lived (less than an hour) and the rest of the day the intersection operates within acceptable conditions, The proposed site's new traffic will add less than 1% of its trips to Brickell Avenue and SE 8"' Street after build -out and occupancy. The Florida Department of Transportation is planning to modify traffic flow along SE/SW 8"' Street. The exact nature, extent and timing of improvements are not known at this writing. However, FDOT's goal is to improve traffic flow, capacity and circulation to the area. Sub,,rmod into ;:s�o �ubl1C record i,,t i✓0p,j ctlonwit 12 item 1 on !�----Ai- Walter Foeman r � City Clerk 3 0 TRANSPORT ANALYSIS PROFESSIONALS, Inc. • • SW 8th STREET SW 1st AVENUE - v 0 0 476 12 2 :'r};•'r::::•.�::: ``:1 L 598 0 1101 1194 75 J 51 %,:�' SW 1st AVENUE 0 L 0-7 0 0 N W-- —E S 0 [RTOR ] 0 41 0 SW 8th STREET Submittod into the public record in connection with item P? -1 on It -IT -01' b — 1. 3 2 Walter Foeman City Clerk PAGE: 1 Reference.: 1722 FILE: lavaw8pm N -S Street: SW 16L AVENUE t: SW 8th STREET DATE: by: All Veh Oree oz : DAB ----' -------- -----Movements _ ....- --1/09/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:60 PM - 6100 PM DIRECTION START PEAK HR ........... VOLUMEF ........... ...... PERCENTS ....... PEAK 140Uf2 FACTOR RTOR Right Thru Left Total RTOR itiyjhL Thru Left -------`---------------------------- S'bnd 5:00 PM 0.91 0 0 476 172 598 0 0 80 20 W'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 B1bnd 5:00 PM 0.80 18 75 1101 0 1194 2 6 92 0 Entire Intersection S'bnd 5:00 PM 0.91 0 0 476 122 598 0 0 80 20 W'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.00 0 0 0 0 0 0 0 0 0 Elbnd 0.80 1s 75 1101 0 1194 2 6 92 0 • • SW 8th STREET SW 1st AVENUE - v 0 0 476 12 2 :'r};•'r::::•.�::: ``:1 L 598 0 1101 1194 75 J 51 %,:�' SW 1st AVENUE 0 L 0-7 0 0 N W-- —E S 0 [RTOR ] 0 41 0 SW 8th STREET Submittod into the public record in connection with item P? -1 on It -IT -01' b — 1. 3 2 Walter Foeman City Clerk *PORT ANALYSIS PROVESSIONALS, Inc. • PAGE: 1 Reference.: 1722 N-S VILE: laysw8pm Street: SSV Ist AVENUE 4reo L: 5W 8th STREET r : DAB Movements by: All Veh DATE; 1/09/01 Time W'bnd .... .......... N'bnd .... 8'bnd .... Vehicle RTOR Begin RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU I,T RTOR RT THRU LT Total Total ---------------------------------------------------------------------- 4:00 PM 0 0 111 45 0 0 0 0 0 0 0 0 6 29 218 0 409 6 4:15 0 0 98 30 0 0 0 0 0 0 0 0 7 19 216 0 370 % 4:30 0 0 110 28 0 0 0 0 0 0 0 0 5 20 222 0 365 5 4:45 0 0 104 31 0 0 0 0 0 0 0 0 4 23 207 0 369 4 BR TOTAL 0 0 423 134 0 0 0 0 0 0 0 0 22 91 863 0 1533 22 5:00 PM 0 0 103 21 0 0 0 0 0 0 0 0 a 19 234 0 385 8 5:15 0 0 137 28 0 0 0 0 0 0 0 0 5 15 236 0 421 5 5:30 0 0 120 35 0 0 0 0 0 0 0 0 3 30 338 0 526 3 5:.5 0 0 116 38 0 0 0 0 0 0 0 0 2 11 293 0 460 2 HR TOTAL 0 0 476 122 0 0 0 0 0 0 0 0 18 75 1101 0 1792 18 TOTAL 0 0 899 256 0 0 0 0 0 0 0 0 40 166 1964 0 3325 40 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM VIRECTION START PEAK IIR VOLUMES ........... PERCENTS PEAK HOUR FACTOR RTOR Right Thiu Left Total RTOR Right Thru I.C1t ----------- --------------------------------------- S'bnd 00 PM 0.91 0 0 476 122 598 0 0 80 2.0 • w{ bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 td' bnd 5:00 PM 0.00 0 0 0 0 0 0 D 0 0 E'bnd 5:00 PM 0.80 18 75 1101 0 1194 2 6 92 0 Entire Internection 5'bnd 5:00 PM 0.91 0 0 476 122 598 0 0 80 20 w'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.00 0 0 0 0 0 0 0 0 0 Elbnd 0.60 18 75 1101 0 1194 2 6 92 0 is Submitted Into the public racerd in connection with itenj p2-1 on A--LC--6t Walter Foeman :� — City Cleric •'TRANSPORT ANALYSIS Pi2OFF.SSIONALF), Inc. • deference.: 1722 PACK: 1 W -S Street: SIV 1st AVENUE FILE: lav7stpm £-W Street: SW 7th STREET 10ar : PCC - E Movements by: All Veh ------------------------------------ - DATES ----- 3/26/01 _------ PEAK PERIOD ANALYSIS FOR WE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTO^ Right: Thru Left S'bczd 5:00 PM 0.91 26 240 2'15 0 541 5 44 51 0 W bnd 5:00 PM 0.92 0 0 1682 104 1786 0 0 94 6 N'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 E'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 5:00 Pio 0.91 26 240 275 0 541 5 44 51 0 W'bnd 0.92 0 0 1682 104 1786 0 0 94 6 141bnd 0.00 0 0 0 0 0 0 0 0 0 E'bnd 0.00 0 0 0 0 0 0 0 0 0 is • SW 7th STREET •;••;ss SW 1st AVENUE X-X-XZZ-�' X: .� fr 240 275 0 L 541 °-1 0 0 aJ :titin+ .ti SW 1st AVENUE N W— —E S 0 (RTOR ] 0 1786 1682 L 104 0-7 01 0 SubmIltea Into the public record in connection with item on tS- 6 i Walter Foeman JI City Clerk TRANSPORTRALYSIS PROFESSIONALS, Inc. • Reference.: 1722 PACE: I 11-S Street; SW SSC AVENUE FILE: lav76tpm F, -W Street: SW 7111 STRFET or . PCC - E Movements by: All Veh DATE: 3/26/01 ---------------------------------------------------------------------- --------------------------- --- Time S'bnd .... w'bnd N'bnd .... f:;'bnd .... Vehicle RTOR Begin RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT 'total Total ------------------------- 4:00 PM 14 52 54 0 0 0 254 23 0 0 G 0 0 0 0 0 397 14 4:15 10 27 48 0 0 0 278 23 0 0 0 0 0 0 0 0 366 10 4:30 11 39 62 0 0 0 331 24 0 0 0 0 U 0 0 0 467 11 4:45 5 51 53 0 0 0 302 24 0 0 0 0 0 0 0 0 435 5 HR TOTAL 40 169 217 0 0 0 1165 94 0 0 0 0 0 0 0 0 1685 40 5:00 PM 7 56 66 0 0 0 445 24 0 0 0 0 0 0 0 0 600 7 5:15 4 59 64 0 0 0 461 26 0 0 D 0 0 0 0 0 614 4 5:30 9 60 66 0 0 0 394 25 0 0 0 0 0 0 0 0 554 9 5:45 6 63 79 0 0 0 362 29 0 0 0 0 0 0 0 0 559 6 HR TOTAL 26 240 275 0 0 0 1682 104 0 0 0 0 0 0 0 0 2327 26 TOTAL 66 409 492 0 0 0 2847 196 0 0 0 0 0 0 0 0 4012 66 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM 6:00 PM VIRECTI ON START PEAK MR VOLUMES ........... ...... PERCENTS ....... PEAT: HOUR FACTOR RTOR Right: Thru Left Total RTOR Right Thru I.eft S'bnd 5:00 PM 0.91 26 240 275 0 541 5 44 51 0 • k'bnd 5:00 PM 0.92 0 0 1682 104 1786 0 0 94 6 N'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 E'bnd 5:00 PM D.00 0 0 0 0 0 0 0 0 0 EnLire InLersection S'bnd 5:00 PM 0.91 26 240 275 0 541 5 44 51 0 W'bnd 0.92 0 0 1682 104 1766 0 0 94 6 N'bnd 0.00 0 0 0 0 0 0 0 0 0 E'bnd 0.00 0 0 0 0 0 0 0 0 0 • r+b It, crl into the public record in ccs-jnect'son with p. on _1 S"a c rWalter Foornan • 'TRANSPORT ANALYSIS PKOVESSFONAI,S, Inc. • PAGE: 1 Reference.: 1722 N -S StteeC: 54; 2nd AVENUE FILE: swB-2apm K- ^Greet: SW 8Lh STREET cr : NFE - I3 Movements b All Veh PATE: 2/28/01 ----------- • SW 8th STREET SW 2nd AVENUE 6:5 3 ?.;rr 0 516 160 •} t:' titiw:�.vrrwr. L 676 205 943 1541 209 J 535-7 0 1 448 62 25 ..:: r.:•.v: r:r. SW 2nd AVENUE N W -1—E S 0 [RTOR ) 0 I 1 • •r SW 8th STREET Lvlc uwi VOCOrd in Icor;rieoti00j WitFI item P-2 -1_ 0, t L !S bL Walter FOeman 1232 City Cleric PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PSAK UR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thrt; Left Total RTOR Right Thru Left _q 4: 45 PM O.B7^ 0 0 535 164 G99 0 0 77 2 w'bnd 4:45 PM 0.00 0 0 0 0 0 0 0 0 ❑ N'bnd 4:15 PM 0.79 22 50 496 0 568 4 9 87 0 E1bnd 4:00 PM 0.86 143 209 1035 173 1560 9 13 66 11 Entire Intersection S'bnd 4:30 PM 0.84 0 0 516 160 676 0 0 76 24 W ' bnd 0.00 0 0 0 0 ❑ 0 0 0 4 N'bnd 0.87 25 62 448 0 535 5 12 64 0 E'bnd 0.04 184 209 943 205 1541 12 14 61 13 SW 8th STREET SW 2nd AVENUE 6:5 3 ?.;rr 0 516 160 •} t:' titiw:�.vrrwr. L 676 205 943 1541 209 J 535-7 0 1 448 62 25 ..:: r.:•.v: r:r. SW 2nd AVENUE N W -1—E S 0 [RTOR ) 0 I 1 • •r SW 8th STREET Lvlc uwi VOCOrd in Icor;rieoti00j WitFI item P-2 -1_ 0, t L !S bL Walter FOeman 1232 City Cleric TRANSPO&LYSIS PROFESSIONALS, Inc. • Reference.: 1722 PAGE: 1 N-S Street: SW 2nd AVENUE FILE: swe-2aprn E-W Street: SW 8th STREET or , NFE _ S Movements byi Ali Veh DATE: 2/28/01 0 ----------------------------------------------- ----------------------- '--------------------------------___ -------------- Time 5'bnd .... 1111...... W'bnd .... .......... N'bad .... E'brid .... Vehicle RTOR Begin F.TOP. RT 11111RU LT RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT Total 'Total ---------------------------------------------------`------------------`----------------------__..-.._----------------------------`-- 4:00 PM 0 0 97 31 0 0 0 0 0 4 52 0 16 66 217 52 577 18 4:15 0 0 112 .30 0 0 0 0 5 13 162 0 29 51 338 26 766 34 4:30 0 0 137 22 0 0 0 0 9 10 96 0 35 47 '2.31, 42 633 44 4:45 0 0 110 39 0 0 0 0 5 19 129 0 61 45 245 53 706 66 HR TOTAL 0 0 456 122 0 0 0 0 19 46 479 0 143 209 1035 173 2662 162 5:00 PM 0 0 165 36 0 0 0 0 3 8 109 0 30 65 178 48 642 33 5:15 0 0 104 63 0 0 0 0 6 25 114 0 58 52 281, 62 771 66 5:30 0 0 156 26 0 0 0 0 6 7 85 0 15 33 194 26 548 21 5:45 0 0 122 27 0 0 0 0 4 15 96 0 21 40 189 34 548 25 MR TOTAL 0 0 547 152 0 0 0 ❑ 21 55 404 0 124 190 846 170 2509 145 TDTAL 0 0 1003 274 0 0 0 0 40 101 883 0 267 399 1681 343 5191 307 PEAK PERIOD ANALYSIS FOR TMH PHR10D; 4:00 PM - 6:00 PM DIRECTION START PEAK 11R ........... VOLUMES ...... PF.RCFNTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Tata: RTOR Righ L Thru LefL ----------------------------------------------------------------------------------------------- S'bnd 4:45 I'M 0.87 0 0 535 164 699 0 0 77 23 W'bnd 4:45 PM 0.00 0 0 0 0 0 0 0 0 0 II!Dnd 4:15 PM 0.79 22 50 496 0 568 4 9 87 0 r,I)nd 4:00 PM (1.88 143 209 1035 1')3 1560 9 7.3 6G 11 Entire Inter'CCLiur. S11)nd 4:30 Phl 0.34 0 0 516 160 676 0 0 76 24 ,i'bnd 0.00 0 0 0 0 0 0 0 0 0 tabid 0.87 25 62 448 0 535 5 12 84 0 E'bnd 0.84 184 209 943 205 1541 12 14 61 13 0 SubMittod into the pobfiC record in c0,flnection wim 6tos Z- on 11 r D 1-- Wafr",, cony.! �, .. City Cder- -- --- --. 1111. _1111.------..-.-------- --- ––..—_ - -� • TRANSPORT ANALYSIS PROFESSIONALS, Inc. • • •'' ' SW 7th STREET 0 SW 2nd AVENUE :.ti•: 600 157 526 0 .���•: f;;�ry;,. L___ 688 0 0 aJ N S 9 [ RT012 f — 180 1931 1616 126 ..f SW 7th STREET �•,'••'••,'•,'•�•,'•� 628 • r.. rr•. .}$f.•r 208 X20 0 52 PAGE: 1 Reference.; 1722 SW 2nd AVENUE FILE; sw7-2apm N -S Street: SW 2nd AVENUE ,F W Street: SW 7th STREET DAB -C Movements by: A11 Veh HATE: 2/28/01 0 or : --- ------------------`------------------------- ----------- PEAK PERIOD ANALYSIS FOR THE PERI.OD; 4:00 PM - 6:00 PM DIRECTION START PF�AK HR ........... VOWM12S .11.11..... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right `3'hru Lr_Xt Total RTOR Right Thru Left -----' S'bnd 4:30 ---'-- PM 0.89 7 199 53S 0 744 1 27 72 0 W'bnd 5:00 PM 0.94 13 166 1682 117 1998 1 9 64 6 N'bnd 4:15 PM 0.66 0 0 481 164 665 0 0 72 28 E'bnd 4:15 PM 0.00 0 0 0 0 0 0 a 0 0 Entire Intersection S'bnd 4:45 PM 0.83 5 157 526 0 688 1 23 76 0 W'bnd 0.91 9 180 1616 126 1931 0 9 84 7 N'bnd 0.86 0 0 420 208 628 0 0 67 33 L'bnd 0.00 0 0 0 0 0 0 0 0 0 • •'' ' SW 7th STREET 0 SW 2nd AVENUE :.ti•: 600 157 526 0 .���•: f;;�ry;,. L___ 688 0 0 aJ N S 9 [ RT012 f — 180 1931 1616 126 ..f SW 7th STREET �•,'••'••,'•,'•�•,'•� ub,,II CC d into the public rocord in Co�,,neC 'jofj with item cera Waltt,Nr FoOrnay. city Clod, 628 • r.. rr•. .}$f.•r 208 X20 0 52 SW 2nd AVENUE ub,,II CC d into the public rocord in Co�,,neC 'jofj with item cera Waltt,Nr FoOrnay. city Clod, TR..NBPC*,XLYSIS PROFESSIONALS, Inc. RefeYence.: 1,22 PAGE; 1 .N -S Street:: SSJ 2nd AVENUE FILE: sw7-2apm r -, Street: SW 7th STREET or : DAH-CMovements by: All Veh DATE: 2/28/01 ------------------------------------------------------------------- .--------------------------- -----------__- Time S'bnd .... W'bnd .... .......... N'bnd .... E'bnd .... Vehicle RTOR Begin RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 7 64 90 0 4 31 296 22 0 0 102 42 0 0 0 0 658 11 4:15 3 31 110 0 1 29 347 32 0 0 139 49 0 0 0 0 741 4 4:30 3 68 132 0 1 24 307 27 0 0 95 43 0 0 0 0 700 4 4:45 2 46 114 0 1 33 315 40 0 0 133 49 0 0 0 0 733 3 NR TOTAL 15 209 446 0 7 117 1265 121 0 0 469 183 0 0 0 0 2832 22 5:00 PM 2 47 159 0 2 49 447 18 0 0 114 43 0 0 0 0 881 4 5:15 0 38 133 0 3 36 452 39 0 0 117 61 0 0 0 0 879 3 5:30 1 26 120 0 3 62 402 29 0 0 56 55 0 0 0 0 754 4 5:45 0 26 110 0 5 39 381 31 0 0 75 55 0 0 0 0 722 5 iiR TOTAL 3 137 522 0 13 186 1682 117 0 0 362 214 0 0 0 0, 3236 16 ----------------------------------------------------------------------------------------------------------------------------------- 'DOTAL 18 346 968 0 20 303 2947 238 0 0 831 397 0 0 0 0 6068 36 P;dAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6;00 PM Di RECTION START PEAK HR VOLUMES ........... ...... I'ERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thru Left S'bnd .---4:30 PM 0.89 7 199 538 0 744 1 27 72 0 W'bnd 5:00 PM 0.94 13 106 1682 117 1996 1 9 64 6 N'brnd 4:15 PM 0.88 0 0 461 184 665 0 0 72 28 E'bnd 4:15 PM D.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 4:45 PM 0.83 5 157 526 0 688 1 23 76 0 W'hnd 0.91 9 180 1616 126 1931 0 9 84 7 NIbnd 0.86 0 0 420 208 628 0 0 67 33 E' bnd 0.00 0 0 0 0 0 0 0 0 0 irrto the publ!C record�� L,c,j,jertion with tem on .CL=R—°- w a Walter Forman city clerk • TRANSPORT ANALYSIS PROFESSIONALS, Inc. • RC-LcrenCe.: -1722 PAGE: 1 N -S StreeL: SOUTH MIAMI AVENUE FILE: smasw8pm E -W Street: Sw 8th STREET 0or : --------------------------------------- PCC Movements by: All Veh -------"--------------------------------------- DATE: 1/09/01 ------------------ PEAK PERIOD ANALYSIS FOR THE PERI011; 4:00 PM - 6:00 PM DIRECTION START PEAK HR ....... I... VOLUMES ........... ...... PERCFNTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Riyl-.L Thru Lett ------------------------------------------------------------------------------------------------ S'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 w'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PM 0.61 7 26 650 0 683 1 4 95 0 E'bnd 5:00 PM 0.83 60 0 801 357 1218 5 0 66 29 Entire Intersection S'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 W'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.81 7 26 650 0 683 1 4 95 0 E'bnd 0.83 60 0 801 357 1218 5 0 66 29 is .7 [RTOR ] 0 0 SW 8th STREET 357 801 1218 J0 SOUTH MIAMI AVENUE :::X 1�0 0 0 0 tip:• r:�'::..: }$... 0 1 F 683 f.; 0 650 2 6 0 'r:::r :tit• .' , h . •••: SOUTH MIAMI AVENUE N W—}—E S 0 [RTOR ] x I 4 :•:;:ti•} SW 8th STREET ::�r:�rfti Cubrnitied into the public record in connection with Item @�- ( on .[.uis&L. Waiter Foernan Cfty Clerk TRANSP*NALYSIS PROPESSIONALS, Inc. Reference.: 1732 PAGE: 1 'N -S Street: SOUTH MIAMI AVENUE PILE: smasw8pm 8-w Street: SW 8th STREET or: PCC Movements by: All Veh DATE: 1/09/01 Time 5'bnd .... W'bnd .... N'bnd .... .......... E'bnd .... Vehicle RTOR Begin RTOR RT TNRU LT RTOR RT THRU LT RTOR RT TURD LT RTOR RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- 4:OD PM 0 0 0 0 0 0 0 0 1 12 131 C 9 0 153 73 379 10 5.15 0 0 0 0 0 0 0 0 4 12 98 0 4 0 171 64 353 8 5:30 0 0 0 0 0 0 0 0 3 7 101 0 12 0 1'16 62 361 15 5:45 0 0 0 0 0 0 0 0 2 7 130 0 5 0 179 63 386 7 7111 TOTAL 0 0 0 0 0 0 0 0 10 38 460 0 30 0 Gly 262 1479 40 5:OD PM 0 0 0 0 0 0 0 0 0 6 204 0 3 0 185 86 484 3 5:15 0 0 0 0 0 0 0 0 2 9 14b 0 IB 0 180 72 429 20 5.3D 0 0 0 0 0 0 0 0 2 7 153 0 18 0 230 120 530 20 5:45 0 0 0 0 0 0 0 0 3 4 145 0 21 0 206 79 458 24 HR TOTAL 0 0 0 0 0 0 0 0 7 26 650 0 60 0 601 357 1901 G7 ---------------------------------------------------------------------------------------------------------------------------------- TOTAL 0 0 0 0 0 0 0 0 17 64 1110 0 90 0 1480 619 3380 107 PEAK PCI:IOD ANALYSTS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION STAR'S' PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left 'Total RTOR Right Thru i.ett ------------------------------------------------------------------------------------------------- S'bnd 12:00 AM 0.00 0 0 0 0 0 0 0 0 0 44'bnd 12:00 AM 0100 0 0 0 0 0 0 0 0 0 iJ'bnd 5:00 PM 0.81 7 26 G50 0 683 1 4 95 0 P. br:d 5:00 PM 0.83 60 0 801 357 1218 5 0 C,6 29 End re Interecctinn S'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 W'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.81 7 26 650 0 683 1 4 95 0 E'bnd 0.83 60 0 801 357 1218 5 0 66 29 • Submittod into the public record in connection with item P24 - r W.1. 1 al"er' FoOrA ;! 2 Citi C16A *TRANSPORT A14ALYSIS PROFESSIONALS, Inc. • Reference.: 1722 S20 487 0 PAGE: 1 N -S Street: SOUTIJ MIAMI AVENUE �:titititirrh :ti ti SOUTH MIAMI AVENUE FILE: smasw7pM Street: SW 7th STREET or : ------"- PCC ----------------------------- Movements ----------------`------"---------------------"- Uy: All Vetl DATE: 1/10/01 -------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM _ 6:00 PM DIR'LCTION SART PEAK Hs. ........... VOLUMES ........... ...... PERCENTS ....... PI -'AK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thr" Left S' bn(i 5;00 I'M 0.25 1 0 0 0 1 4:100 0 0 0 W'bnd 5:00 PM 0.34 31 109 1163 0 1323 2 8 89 0 N'bnd 5:00 PM 0.89 15 0 467 520 1022 1 0 40 51 E'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'hnd 5:00 PM 0.25 1 0 0 0 1 %100 0 0 0 W'bnd 0.84 31 109 1183 0 1323 2 8 89 0 N'bnd 0.89 15 0 487 520 1022 1 0 40 51 E'bnd 0.00 0 0 0 0 0 D 0 0 D • • [RTOR ] 1 0 SW 7th STREET R] 0 SOUTH MIAMI AVENUE N W -J --E S 31 [RTOR ] 109 1.323 1183 0 SW 7th S'T'REET ��'•�`--•,'••,'••^�'•'.r' Subrninod into the public record in cas'anc flan with items - on Walter Fceman City Cleric F 1022 S20 487 0 �:titititirrh :ti ti SOUTH MIAMI AVENUE 0 SW 7th S'T'REET ��'•�`--•,'••,'••^�'•'.r' Subrninod into the public record in cas'anc flan with items - on Walter Fceman City Cleric TRANSPOWLYSIS PROFESSIONALS, Inc. 0 Reference.: 1722 PAGE: 1 N -S Strcet: SOUTH MIAMI AVENUE FILE: smasw7pm Street: SW 7tli STREET or : PCC Movements by: All Veh DATE: 1/10/01 ------------------------------------------- ---- --------------------------------------------------------_------ Time S'bnd .... W'bnd .... N'bnd .... .......... E'bnd .... Vehicle RTOR Begin RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT Total Total _-------------------------`-----------------------`------------------------------------------------------------------------------- 4:00 PM 0 0 0 0 0 5 217 0 9 0 10D Be 0 0 0 0 419 9 4:15 0 0 0 0 6 7 183 0 9 0 97 75 0 0 0 0 377 15 4:30 0 0 0 0 5 20 205 0 2 0 107 84 0 0 0 0 423 7 4:45 0 0 0 0 6 16 206 0 6 0 126 80 0 0 0 0 449 12 HR TOTAL 0 0 0 0 17 48 811 0 26 0 430 327 0 0 0 0 1659 43 5:00 PM 0 0 0 0 15 29 350 0 3 0 141 142 0 0 0 0 680 18 5:15 0 0 0 0 7 28 300 0 2 0 123 134 0 0 0 0 594 9 5:30 0 0 0 0 3 30 294 0 3 0 123 137 0 0 0 0 590 6 5:45 1 0 0 0 6 22 239 0 7 0 100 107 0 0 0 0 482 14 MR TOTAL 1 0 0 0 31 109 1183 0 15 0 487 520 0 0 0 0 2346 47 TOTAL 1 0 0 0 48 157 1994 0 41 0 917 847 0 0 0 0 4005 90 PEAK PERIOD ANALYSIS FOR THE PE?RIOD: 4:00 PM - 6:00 PM DIRECTIOt7 START PEAK ER VOLUMES ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right 1'hru Left Total RTOR Right Thru Lef.l: s"bnd 5:00 PM 0.25 1 0 0 0 1 %100 0 0 0 • W'brid 5:00 PM 0.84 31 109 1183 0 1323 2 6 89 0 N'bnd 5:00 PM 0.89 15 0 487 520 1022 1 0 48 51 E'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 5:00 PM D.25 1 0 0 0 1 %100 0 0 0 47'bnd D.84 31 109 1183 0 1323 2 8 89 0 N'bod 0.89 15 0 487 520 1022 1 0 48 51 E'bnd 0.00 0 0 0 0 0 0 0 0 0 • Mio the publid recorddr �j.rr,, ..connection withitem _r, �'—� Of' Walter FOemal) 0 1 3 2 city Clerk • C SE 8th STREET SE 1St AVENUE 0 7 5 L 12 1 1 - 1 609 683 73 F— 114-7 0 0 1 114 SE 1st AVENUE U 0 0 qF ut-h .gTRRF.T M%'5' 2aWnitted into the public record in connection with item PA , I . on .LL-.VML Wider Foeman 43 2 City Clerk TRANSPORT ANALYSIS PROFESSIONALS, Inc. 0 PAGE: 1 Reference.: 1722 FILE: selav9pm N -S Street: SE 1st AVENUE £.W Street: SE 8th STREET orPCC - E Movements by: All Veh --------------------------------- HATE: 6/19/01 ----------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM PTRECPiuN START PEF,K HR 1....... VOLUMES ........ .... PERCENTS ... PEAK 14CUR FACTOR Right Thru Left Total Right Thru Left ------------------------------- S,'hnd 4:45 PM ---------------------------------------------------------------- 0.65 0 0 5 13 0 62 38 W'bnd 4:45 PM 0.00 0 0 D 0 0 0 0 N'bnd 4:45 Ptd 0.73 114 0 0 114 %100 0 0 E'bnd 4:00 PM 0.96 111 571 1 683 16 84 0 Entire Intersection S'bnd 5:00 PM 0.60 0 7 5 12 0 58 42 W'bnd 0.00 0 0 0 0 0 0 0 N'bnd 0.73 114 0 0 114 %100 0 0 E'bnd 0.94 73 609 1 683 11 89 0 • C SE 8th STREET SE 1St AVENUE 0 7 5 L 12 1 1 - 1 609 683 73 F— 114-7 0 0 1 114 SE 1st AVENUE U 0 0 qF ut-h .gTRRF.T M%'5' 2aWnitted into the public record in connection with item PA , I . on .LL-.VML Wider Foeman 43 2 City Clerk • jubmi' d into the public record in connection with item PZ -1 on azo t 1;20 3 2 Waiter Foeman City Clerk • SPORT ANALYSIS PROFESSIONALS, Inc. Reference.: 1722 PAGE: 1 IS-S StreeL: SE isL AVENUE FILE: selav8pm SLreeL: SE 8th STREET or : PCC - E Movements by: All Veh DATE: 6/19/01 ------------------------i------------- Time 5 bnd W'bnd N'bnd ,i L bnd Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total --------------------"__-----------------------------------------------------_----------------------------------------------------- 3:00 PM 0 1 2 0 0 0 23 0 0 32 146 0 204 4:15 0 1 1 0 0 0 23 0 0 26 133 1 105 4:30 0 0 1 0 0 0 12 0 0 30 140 0 163 4:45 0 2 1 0 0 0 15 0 0 23 152 0 193 FIR TOTAL 0 4 5 0 0 0 73 0 0 111 571 1 765 5:00 PM 0 3 2 0 0 0 39 0 0 20 139 1 204 5:15 0 0 2 0 0 0 30 0 0 12 155 0 199 5:30 0 3 0 0 0 0 30 0 0 26 149 0 208 5:45 0 1 1 0 0 0 15 0 0 15 166 0 198 HR TOTAL 0 7 5 0 0 0 114 0 0 73 609 1 809 -----------'---------------------------------------- TOTAL 0 11 10 0 ------------------------------------------------`------------------------------ 0 0 187 0 0 184 1180 2 1579 PELF: PERIOD ANALYSIS FOR TILE PERIOD: 4:00 hM - G:00 PM DIRECTION START PEAK HR ... I.I,. VOLUMES ........ .... PERCENTS ... PEAK IIOUR FACTOR Right. Thru La It TuLal RighL Thru LvLL S'bnd 4:45 PM 0.65 0 0 5 13 0 62 33 W bnd 4:45 PM 0.00 0 0 0 0 0 0 0 • N'bnd 4:45 PM 0.73 114 0 0 114 %100 0 0 131bnd 4:00 PM 0.96 111 571 1 663 16 84 0 Entire IntersecLien S'bnd 5:00 PM 0.60 0 7 5 12 0 58 42 tai' bnd 0100 0 G 0 0 0 0 0 N'bnd 0.73 114 0 0 114 %100 0 0 E'bnd 0.94 73 609 1 663 11 89 0 • jubmi' d into the public record in connection with item PZ -1 on azo t 1;20 3 2 Waiter Foeman City Clerk OTRANSPORT ANALYSIS PROFESSIONALS, Inc. • • SE 7th STREET / GARAGE 1924 :;fsf • 517 1.377 30 0 fir PAGE: 1 Reference.: 1'122 AVENUE / US -1 N -S Street: 13RICEK1,1, AVENUF / 115-1 FILE: se7ba-pm E -W Street: S£ 7th STREET / GARAGE or DAB / NFH - E Movements by: All Veh -----`----------------------`-- DATE: 6/21/01 ---------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK IIR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thru Left ------------------------------------------------------------------------------------------------ S'bnd •1:30 PM 0.84 134 452 1501 126 2295 6 20 69 fi W1bnd 4:30 PM 0.70 36 107 597 113 653 4 13 70 13 N'bnd 4:45 PM 0.91 0 30 1377 517 1924 4 2 72 27 E'bnd 4:45 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 4:45 PM 0.02 106 423 1607 111 2247 5 19 72 5 wlbnd 0.70 37 134 562 116 849 4 16 66 14 N'bnd 0.91 0 30 1377 517 1924 0 2 72 27 E'bnd 0.00 0 0 0 0 0 0 0 0 0 BRTCEKLL AVENUE / US -1 N w--I—E ::•}}}}:•}•..::••. s 151 1. • 1014 'IX 106 423 1607 1.11 •"�`sr}��f'•r'�ti};r�,• 37 [RTOR ] [RTOR ] 13 4 ::} ::•ti•.•:•.�::�:�f •:•:•f:k:ti•: t:� 2247 • SE 7th STREET / GARAGE 0 0 849 562 116 SE 7th STREET / GARAGE :;r0 r. r'. 1924 :;fsf • 517 1.377 30 0 fir 0 0 849 562 116 SE 7th STREET / GARAGE :;r0 r. r'. rec0;'d ill GOt 'M€ cf qn uvwi item s-1 on • 61 e�3 � Walter Foeman 64 City Cleric 1924 :;fsf • 517 1.377 30 2 3 �frr fir BRICEKIL AVENUE / US -1 rec0;'d ill GOt 'M€ cf qn uvwi item s-1 on • 61 e�3 � Walter Foeman 64 City Cleric • Curr if1� into the public record in connection with item 8A J. on A Wafter Fceman l -�City Clerk *SPORT • ANALYSIS PROFESSIONALS, Inc. PAGE: 1 Reference.: 1722 N -S St;reer: BRICEKLL AVENUE / US -1 FILE: se7ba-pm p - Street: SE 7th STIZLET / C1ARAGE or DAH / NPN - L Movements by: All Veh DATE: 6/21/01 --------------------------------------- Time .......... S'bnd .... .... I..... W'bnd .... .......... N'bnd .... .......... E'bnd .... Vehicle RTOR Begin RTOR RT T11RU LT RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT Total Total ----------------------------------"------------------`-`--"-------"--`---------------------------'-------------------'-------------- 4:00 PM 34 91 296 39 0 20 69 6 0 2 273 102 0 0 0 0 932 34 4:15 9 67 324 39 5 16 131 10 2 8 289 100 0 0 0 0 1026 16 4:30 29 103 33'1 29 0 14 110 36 2 4 272 115 0 0 0 0 1051 31 4:45 38 136 486 22 2 15 147 19 0 6 342 110 0 0 0 0 1323 40 HR TOTAL 110 417 1443 129 7 65 457 71 4 20 1176 435 0 0 0 0 4334 121 5:00 FM 44 120 379 65 30 44 207 22 0 10 376 144 0 0 0 0 1441 74 5:15 23 93 379 12 4 34 133 36 0 6 338 138 0 0 0 0 1196 27 5:30 1 74 363 12 1 41 75 39 0 8 321 125 0 0 0 0 1060 2 5:45 0 79 415 12 0 30 69 29 0 2 293 123 0 0 0 0 1052 0 HR TOTAL CA 366 1536 101 35 149 484 126 0 26 1326 530 0 0 0 0 4749 103 TOTAL 17H 783 2979 230 42 214 941 197 4 46 2.504 965 0 0 0 o 9083 224 PEAK PERIOD ANALYSIS FOP. THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK SR ...---..... VOLUMF5 ........... ...... PERCENTS ...... PEAK HOUR FACTOR RT'Oli Right TLru Lett Total RTOR Riy1.L '2111:0 lett S'bnd 4:30 PM 0.84 134 452 1581 128 2295 6 20 69 6 i,'bnd 4:30 PM 0.70 3G 107 597 113 853 4 13 70 13 1I`hnd 4:45 I'M 0.91. 0 30 1377 517 1924 0 2 72 27 G'hnd 4:45 PM 0.00 0 0 0 0 0 0 0 0 0 En' ire 113ter Si!CL'iO:l bad 'l -9 PM 0.82 106 423 1 07 111 22.17 5 19 72 5 W'brd 0.70 37 134 562 116 849 4 16 66 14 N'bnd 0.91 0 30 1377 517 1924 0 2 72 27 P,,'bnd 0.00 0 0 0 0 0 0 0 0 0 • Curr if1� into the public record in connection with item 8A J. on A Wafter Fceman l -�City Clerk *TRANSPORT ANALYSIS 11ROFLSSIONALS, Inc. 0 Reference.: 1722 966 12 9 8 7 :::0: PAGE: 1 N -S SCreet: 6RICKELL AVENUE / US -1 FILE: se©ba-pm F StreeC: Sr- 8th STREET or De\D / PCC - ----------------------------------------------------------------------------------------------------------------------- C Movements by: All Veh DATE: 6/20/DI PEAK PERIQD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK IiR .......1..I VOLUMES ........... ...... PERCE14TS ....... PEAK HOliR FACTOR RTOR Right Thru L,efL Total R'IO'2 Bight lriiu Left 3'bnd 5:G0 I'M 0.90 0 0 1219 196 1115 0 0 86 14 W bnd 5:DD PM 0.95 245 271 0 281 797 31 34 0 35 N'bnd 4:30 PM 0.92 53 111 1095 0 1259 4 9 8'7 0 E'bnd 5:00 PM 0.91 32 187 287 256 762 4 25 38 34 Entire Intersection S111nd 5:00 PM 0.90 0 0 1219 196 1415 0 0 86 14 W'bnd 0.95 245 271 0 261 797 31 34 0 35 N'bnd 0.90 34 129 966 0 112.9 3 11 86 0 E'bnd 0.91 32 167 287 256 762 4 25 38 34 r� • ap gTRp.�T BRICKELL AVENUE 0 1219 196 L 1415 1 2-96 287 762 187 N W ---E S 245 [RTOR ] 271 797 0 L 281 F 1129-7 •: •.::• .; 0 966 12 9 8 7 :::0: r BRICKELL AVENUE / US --1 c'k A t- h G TR T'. F 1' -M -:-X% 34 [UTURN iabmiti� ci ir,t the public record if) connoction with item 2~ Iora - r S - Walter i~ooman ., :�... _ 7 City Clerk ONSPORT ANALYSIS PROFESSIONALS, Inc. • Reference.: 1722 2067 329 380 495 0 466 103 214 1865 0 53 342 554 498 7366 536 PI,A,, PERIOD ANALYSIS FOR THE PAGE: 1 N -S SL'z'eet: DRICKELL AVENUE / US -1 DL!tECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... BILE: se8ba-pm Street: SE 8111 STREET FACTOR RTOR Right Thru Left TUL,11 RTOR Right Thru LeLL S'h1711 5:00 PM 0.90 0 0 or DAB / PCC - C 86 14 Movements hy- All Veh ---- 0.95 245 271 0 281 '197 31 34 DATE: 6/20/01 ---------------------------------'-------___-�- Time .......... N'bnd S'bnd .... .......... w'bnd .... --- .......,.. -----------"-------------------------------------------- N'bnd .... 87 .......... E'bnd .... Vehicle RTOR Begin RTOR RT THRU LT ------- RTOR --------------------_--_----- RT THRU LT UIUHN" RT ------------------------------------..-..----------------------- THRU LT RTOR RT THRU LT Total Total ------------- 4:90 PM ----- 0 ------ 0 ----------- 199 35 50 65 0 SG - 20 24 227 0 12 29 63 69 849 62 4.15 0 0 79 13 9 16 0 42 13 15 106 0 4 49 '72 32 452 26 4.30 G 0 327 47 40 87 4 45 18 25 299 0 1 37 70 74 1070 59 4.45 0 0 243 38 36 54 0 42 16 21 267 0 4 40 62 67 892 sd UR TOTAL 0 0 848 133 135 224 0 185 69 85 899 0 21 155 267 242 3263 225 5:00 PM 0 0 317 41 51 64 0 72 13 26 259 0 9 56 55 76 1039 73 5:15 0 0 337 56 54 81 0 70 4 39 270 0 7 49 47 55 1069 65 5:30 0 0 278 50 57 72 0 66 11 31 253 0 8 38 91 73 1028 76 5.45 0 0 2.87 49 83 54 0 73 6 33 194 0 0 44 94 52 967 97 HR TOTAL 0 0 121.9 196 245 271 0 281 34 129 9G6 0 32 187 '7.87 256 4103 311 TOTAL 0 0 2067 329 380 495 0 466 103 214 1865 0 53 342 554 498 7366 536 PI,A,, PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DL!tECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left TUL,11 RTOR Right Thru LeLL S'h1711 5:00 PM 0.90 0 0 1219 196 1415 0 0 86 14 W and 5:00 PM 0.95 245 271 0 281 '197 31 34 0 35 N'bnd 4:30 PM 0.92 53 111 1095 0 1259 4 9 87 0 E'brui 5:00 I'M 0.91 32 187 267 256 762 4 25 38 34 Entire in,ersection S'1)nd 5:00 P14 0.90 0 0 1219 196 1415 0 0 86 14 W'bnd 0.95 245 271 0 281 797 31 34 0 35 N'bnd 0.90 34 129 966 0 1129 1 11 86 0 E—bnd G.91 32 187 287 256 762 4 25 38 34 • :Juba^f€ "� Into Ci1c) public record in 00,,jnc,,ctIon with item '"� - can S� 61 1Naltcr Foernan f;ity Clea -x932 TRANSPORT ANALYSIS PROFESSIONALS, Inc_ • Reference.: 1722 PAGE: 1 N -S Street: SOUTH MIAMI AVENUE FILE: mial3st E -W Street: SW/SE 13th ST (CORAL WAY) for : DAB/NFH Movements by; ALI Veh DATE: 11/14/00 _--- - 11 • PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru left Total RTOR Right Thru Lett ^ S'bnd 4:45 PM 0.79 73 134 182 35 424 17 32 43 8 W'bnd 5:00 PM 0.89 10 95 904 32 1041 1 9 87 3 N'bnd 5;00 PM 0.81 13 17 149 71 250 5 7 60 28 E'bnd 5:00 PM 0.89 7 19 402 87 515 1 4 78 17 Entire Intersection S'bnd 5:00 PM 0.78 67 129 193 32 421 16 31 46 8 W'bnd 0.89 10 95 904 32 1041 1 9 87 3 N'bnd 0.81 13 17 149 71 250 5 7 60 28 E'bnd 0.89 7 19 402 87 515 1 4 78 17 SOUTH MIAMI AVENUE :w 't+.v•3•3:1 129 193 3 2 L 421 —J SW/SB :13th ST (CORAL WAY) 87 402 515 19 N W --}—E S 10 [RTOR ] 95 1041 904 32 X44.0 "r SW/SE 13th ST (CORAL WAY) $ :ti :• F 250-7 71 149 17 ....,;r SOUTH MIAMI AVENUE i1to too public record in connection with item H -A _ on B:.S' D Walter Foeman City Clerk TOTAL 140 194 268 50 25 173 1492 41 27 27 282 144 13 43 758 168 3845 205 • PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM TRANSPO&ALYSIS DIRECTION PROFESSIONALS, Inc. ........... VOLUMES ........... ...... PERCENTS ....... Reference.: 1722 RTOR Right Thru Left Total RTOR Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 4:45 PM 0.79 73 134 182 35 PAGE: 1 17 N -S Street: SOUTH MIAMI AVENUE W11)nd 5:00 PM 0.89 10 95 904 32 1041 1 9 87 3 N'bnd FILE: mial3st 0.81 E -M Street: SW/SE 13th ST (CORAL WAY) 7 60 28 Elbnd 5.00 PM 0.89 7 19 402 87 515 1 4 78 or : DAB/NFH- Entire Movements -by: -------------------------------------------------- All Veh S'bnd 5:00 PM -DATE: 11/14/00 ------------ 67 129 ------- Time ------------------------------------- .......... S'bnd .... 16 .......... 46 W'bnd .... .......... W'bnd N'bnd .... .......... E'bnd .... Vehicle RTOR Begin RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT RTOR RT THRU LT Total Total ------------------------•--------------------------------------------------------------------------------------------------------- 4:00 PM 25 13 21 8 3 19 163 2 3 1 38 19 1 8 67 11 402 32 4:15 15 16 12 3 5 18 132 3 3 4 25 19 1 3 110 17 386 24 4:30 16 16 18 3 0 17 157 3 5 5 25 15 2 8 85 24 399 23 4:45 17 20 24 4 7 24 136 1 3 0 45 20 2 5 94 29 431 29 HR TOTAL 73 65 75 18 15 78 588 9 14 10 133 73 6 24 356 81 1618 108 5:00 PM 18 49 47 12 8 26 226 5 3 3 29 19 1 3 84 23 556 30 5:15 21 26 43 8 0 18 264 10 5 2 35 22 1 4 95 25 579 27 5:30 17 39 68 11 0 25 216 8 0 5 37 13 3 7 119 15 583 20 5:45 11 15 35 1 2 26 198 9 5 7 48 17 2 5 104 24 509 20 HR TOTAL 67 129 193 32 10 95 904 32 13 17 149 71 7 19 402 87 2227 97 TOTAL 140 194 268 50 25 173 1492 41 27 27 282 144 13 43 758 168 3845 205 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 4:45 PM 0.79 73 134 182 35 424 17 32 43 8 W11)nd 5:00 PM 0.89 10 95 904 32 1041 1 9 87 3 N'bnd 5:00 PM 0.81 13 17 149 71 250 5 7 60 28 Elbnd 5.00 PM 0.89 7 19 402 87 515 1 4 78 17 Entire Intersection S'bnd 5:00 PM 0.78 67 129 193 32 421 16 31 46 8 W'bnd 0.89 10 95 904 32 1041 1 9 87 3 N'bnd 0.81 13 17 149 71 250 5 7 60 28 E'bnd 0.89 7 19 402 87 515 1 4 78 17 0 iummittcd Into the public record in connect on with item 010-1 on .a R 4L Walter Foeman �- 32 City Clerk • TRANSPORT ANALYSIS PROFESSIONALS, Inc. 0 Reverence.: 1722 243 146 PAGE: 1 N -S Street: S MIAMI AVENUE S 15th ROAD FILE: smial5rd F Street: S 15th ROAD u1 : DAB/PCC - A Movements by: All Veh DATE: 3/06/01 - PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK ER I.......... VOLUMES .I......... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Lett Total RTOR Right Thru LC[L ----------------------------------------------------------------------------------------------- S'bnd 4:45 PM 0.83 4 11 152 16 183 2 6 83 9 W'bnd 5:00 PM 0.92 16 25 146 56 243 7 10 60 23 N'bnd 4:00 PM 0.89 3 24 130 60 217 1 11 60 28 E'bnd 5:00 PM 0.80 107 71 227 12 417 26 17 54 3 Entire Intersection S'bnd 5:00 PM 0.83 2 9 155 17 1.83 1 5 85 9 H1'bnd 0.92 16 25 146 56 243 7 10 60 23 N'bnd 0.80 11 30 97 53 191 6 16 51 28 G'bnd 0.80 107 71 7.27 12 417 26 17 54 3 .7 Q i r,r-h pnnn S MIAMI AVENUE ::L :• .. : 13 4 a 15 5 17 E �rti :ti�� �r.•.v. J 183 12 ] 227 417 71 J N W --}--E S 16 [RTOR ] F 191-7 53 97 1 30 S MIAMI AVENUE Into the pubiio record i17 connection with itern on A-1 -ot 4Walter Foeman 1 — 1. 2 3 2 City ClerIx 25 243 146 56 S 15th ROAD 1 F 191-7 53 97 1 30 S MIAMI AVENUE Into the pubiio record i17 connection with itern on A-1 -ot 4Walter Foeman 1 — 1. 2 3 2 City ClerIx • • • APPENDIX B CAPACITY ANALYSES O EXISTING CONDITIONS record in Item 1;; pLd)i9c cOM000r) with . on .iL-' Walter Foernan City clerk 0 • • NGS2006T r" Copyright 9 2000 Universily of Ftorida, All Rights Reserved Version 4.! SLjbm4 .-r,4 i1�to the public roror(l ir) connection with ItemE,9--L-on 1L• f ��� Walter Foeman City Clerk 0 0 9 &CAPACITY AND LOS WORKSH General -' � '',' 1 n -f o' " r 666 i f a 1 ....................... ........ ........................ ........ Project Description SW Ist A v & SW Bst St PM Peak - Existing ... .. Ca sett...... '' ..... .. . EB W13 NB SB Lane group TR L LT Adj. flow rate 1470 134 523 Satflow rate 5137 1605 3610 Lost time 2.0 2.0 2.0 Green ratio 0.43 0.47 0.47 Lane group cap. 2163 857 1715 v/c ratio 0.67 0.16 0.30 Flow ratio 0.29 0.07 0.14 Crit. lane group Sum flow ratios 0.43 Lost time/cycle 8.00 Critical v/c ratio 0 .48 Lane Ge66'pCa 661w�contebVD61a:"6 &LOS De ermiiati6i; - , ..... . EB WB NB SB Lane group TR L LT Adj. flow rate 1470 134 523 Lane group cap, 2163 857 1715 v/c ratio 0.67 0.16 0.30 Green ratio 0.43 0.47 0.47 Unif. delay dI 18.5 11.9 12.9 Delay factor k 0.50 0.50 0.50 Increm. delay d2 1.7 0.4 0.5 PF factor 1.000 1.000 1.000 Control delay 20.2 12,3 13.4 Lane group LOS C B B Apprch. delay 20.2 13.1 Approach LOS C B Intersec. delay 18.0 Intersection LOS B IICS2000T'm Copyright 0 2000 University of Florida, All Rights Ruscmd Version 4.1 .-,.I ito J.�L(" Public G u b 17l •JI t Z -' :' i'to , with ror-ord in cv,�'1110-cth)n w itern J- on Walter j=ooman j -11232 city Clerk • • 1fCS?OOOTtii Copyright 0 2000 University of Florida, All Rights Rosurved Version 4.1 a ub-mil tcd into the public record in connectlon with item PA -U. on tk15�O1 r� Walter Fo roan r• 0 43 2 City Clerk F- IL ghCAPACITY AND LOS WORKSH ................. ........ .......... ................. ............ . .. ......... .......... ...... ilon NMI_ General I enera 9 Project Description SW 1st A v & SW 7st St PM Peak - Existing ................... Fl..if".;4:.:;n"'i...;:":i;:;" Ca self Anal sts M-3 -31- E-zr, . ..... - EB WB NB 5B Lane group LT TR R Adj. flow rate 1941 302 292 Satflow rate 5172 3610 1615 Lost time 2.0 1 2.0 2.0 Green ratio 0.41 0.45 0.45 Lane group cap. 2133 1624 727 v/c ratio 0.91 0.19 0.40 Flow ratio 0.38 0.08 0.18 Crit, lane group Y N Y Sum flow ratios 0.56 Lost time/cycle 11.00 Critical v/c ratio 0.64 Lan'e"'Gr o"�'n't'r"o[!Del'a'v'l"a' n' EB WB NB SB Lane group LT TR R Adj, flow rate 1941 302 292 Lane group cap. 2133 1624 727 v/c ratio 0.91 0.19 0.40 Green ratio 0.41 0.45 0.45 Unif. delay dl 22.1 13.2 14.8 Delay factor k 0,50 0.11 0.11 Increm. delay d2 7.2 0.1 0.4 PF factor 1.000 1.000 11.000 Control delay 29.3 13.3 15.1 Lane group LOS C s I B Apprch. delay 29.3 1 14.2 Approach LOS C I B Intersec. delay 25.8 Intersection LOS C 11CS200e1-1 Copyright 00 2000 University afflorida, All Rights Ruservod Version 4.1 Sub11!!tt':-,d into the public record In connectlon with 1-11r. 01 item I%--LL- 1 on 11- Walter,Foernan J.' -2 City Clerk 1 Z 15 • • • IICS 0W M Copyright 0 2000 University of Florida, All Rights Reserved vcrsIon a.1 Subfn;tjorl into the public record iri conrje; ,tion with ort J t item �?' 1� "- Wj. jtC'fr F-oofnan j .J 1 ,, � � Lii'tl �>ic%riS • • CAPACITY AND LOS WORKSHIV �... ] 1 1 i 7 K t Ci SCi C t' E i ! tSi•: 'tt Ge' eral lnform�itlon : ..... .:.......... v., �.: t Project Description SW 2nd Ave & 8th Street -Existing PM Ca self ° Analsis3l y r3 BB WB NB SB Lan group LTR TR LT Adj.',flow rate 1616 586 804 Satflow rate 5029 3544 _ 3568 Lost''time 2.0 _ 2.0 2.0 Green ratio 0.40 0.40 0.50 Lane group cap. 2012 1418 713 vlc ratio 0.80 0.41 1.13 Flow ratio 0.32 0.17 Crit.'',lane group Y N N Sum flow ratios Lostl, time/cycle 8.00 Critical v/c ratio :. C a e Grou ''Ca acit" Control Dela ''and. .. LOS' Determmatian y' .... i k" BB WB NB SB Lane group L.TR TR LT Adj. flow rate 1616 586 804 Lanz* group cap. 2012 1418 713 v/c ratio 0.80 0.41 1.13 Green ratio 0.40 0.40 0.50 Unif.1 delay d1 21.2 IT3 20.0 Delay factor k 0.50 0.11 0.50 Incrpm. delay d2 3.5 0.2 74.6 PF factor 1.000 1.000 1.000 Control delay 24.7 17.4 94.6 Lane group LOS C B F - Apprrt ch. delay 24.7 17.4 94.6 Approach LOS C B F Inter$ec. delay 42.0 Intersection LOS D IICS2000TM Copyright ® 2000 university arl%66. All Rights Rcservcd Version 4.1 Cl_ omitted into the publio record in connection with item PA.- on '"° Waiter Foeman City Clerk C, L • Bicycle volume INPUT WORKSHEET Gen` ral information, � ,, �:..,,.. ....., .;�.... Sit@!Inf4rrnatlOrl'- . °.'s`s'r ° �: siE' i4:E'r3:E• : am::. ;,,..' i is l;i6efs?s' N N SW2ndAvenue & SW7th Analyst RPF_/7AP N intersection Street Agency or Co. Parking/hr Area Type All other areas Date' Performed 03/2312001 Jurisdiction Miami Time Period PM Peak Analysis Year 2001 Existing lntersection Ge6rr etre..: . G : Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus;tops/hr 0 0 0 Ped diming 0.0 0.0 3.0 1 0.0 WB Only 02 03 04 NS Perm 06 07 08 Timimg G= 40.0 G= G= G= G= 32.0 G� G= G= Y= 4.0 Y- Y= Y= Y= 4.0 Y= Y= Y= Duration of Analysis chnY 0.25 Cycle Length C = 60.0 NCS2000'M C:opynght V ZOJV UnIMBILy of VtonUB, All Kugnu KC5CJYCU Submitted Into the pgblie record in connectlon with item on .�'15..-:DL. Walter Foeman 13 o-1 e) City Clerk • • L CAPACITY AND LOS WORKSHO lF;il.a€1::..F...i Geriera!`lnformation :: ' t: N MIM: Project Description SW 2nd Ave & 7th Street - PM Existing _.. Ca a'cit `.Anal SIS; „ BB WB NB 813 Lane group LTR LT TR Adj. flow rate 2112 730 823 Satflow rata 5097 1932 3486 Lost Iti me 2.0 2.0 2.0 Green ratio 0.50 10.40 0.40 Lane group cap. 2549 773 1394 v/c ratio 0.83 0.94 0.59 Flow ratio 0.41 0.38 0.24 Crit. lane group Y Y N Surra flow ratios 0.79 Lost time/cycle 8.00 Critical v/c ratio 0.88 Lane Grau ' Ca acit Contiral Dela "and LOS"Determination ; .... v ,.. i° l 'T EB WB NB SB Lane group LTR LT TR Adj, flow rate 2112 730 823 Lana group cap. 2549 773 1394 v/c ratio 0.83 0.94 0.59 Gregn ratio 0.50 0.40 0.40 Unif. delay d1 17.1 23.1 18.9 Delay factor k 0.50 0.46 0.18 Increm, delay d2 3.3 20.0 0.7 PF factor 1.000 1.000 1.000 Control delay 20.3 43.2 19.5 Lane group LOS C D B Apprch. delay 20.3 43.2 19.5 Approach LOS C D B lntersec. delay 24.7 Intersection LOS C HCS2000T ' Copyright 0 2000 University of Florida, All Rights Reserved version 4A Subrrtiffied Into the public rOCord In conneCtlon with Walter Foeimn ! City Clerk • • • Grad©D t_ 1 { I...;l.,.f Grade 0 " i Tb D Volume and Timin In ut' ., EB LT TH RT WB LT Thi RT NB LT Thi RT SB LT TH RT Volume (vph) 357 801 650 33 % Heavy veh 0 0 0 0 PHP 0.83 0.83 0.81 0.81 Actuated PIA P P P P Startup lost time 2.0 2.0 Ext, eff. green 2.0 2.0 Arrival type Ped volume Bicycle volume Parking (Y or N) Parking/hr 3 N N N 0 N N 3 0 N N N Bus stops/hr 0 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 NB Only 06 07 08 G= 28.0 G= G= G= G= 44.0 G G= G= Tming Y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= Duration of Analysis hrs = 0.25 lCycle Length C = 80.0 fxs2000TM Copyright Q 2000 University of Florida, All Rights Roserwd Version 4.1 Submitted Into tho public record in c;orimeetion wjV item A- I onsAD i — 12 3 2 Walter F=ocrnav, City Clerk AND LOS WORKSH Gei�erai lnfarmation .. ' ......... '' ., ..y�. , Project Description South Miami Av & SW 8st StPM Peak -Existing 3 EB WB NB SB Lane group LT TR Adj. flow rate 1395 843 Satflow rate 5908 5149 Last time 2.0 2.0 Green ratio 0.35 0.55 Lane group cap. 1788 2832 vlc ratio 0.78 0.30 Flow ratio 0.27 0.96 Crit. lane group Y 1' Sum flow ratios �... 0.44 Lost tune/cycle 8.00 Critical vlc ratio 0.49 La`rie Grou Ca acif`�`-Contr6l Dela "and`LOS'D�etermination..:...,: .. ` EB wB NB SB Lane group LT TR Adj. flow rate 1395 843 Lane group cap. 1788 2832 We ratio 0.78 0.30 • Green ratio 0.35 0.55 Unif. delay d1 23.2 on LDS 9.7 Delay factor k 0.50 0.50 Increm, delay d2 3.5 0.3 PF factor 1A00 1.000 Control delay 26.7 10.0- Lane group LOS C A Apprch. delay 26.7 10.0- Approach LOS C A intersec. delay 20.4 Intersecti 11CS200dn' Copyright ® 2000 Universily of Florida, All Rights Reserved Version 4.1 C3 e record ;M connoction with iii; ,l F!�wL_ or) tUAI "Dt Waiter i=oernan City MCI( on LDS C • • • Grade = I Y +'i On- Volume"anA Tinfln ' In ut... . BB WB jE NB 1 2 0.. On- Volume"anA Tinfln ' In ut... . BB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 9183 140 520 487 % Heavy veh 0 0 0 0 PHF 0.84 0.84 0.89 0.89 Actuated PIA P P P P Startup lost time 2.0 2.0 2.0 2.0 Ext, eff. green 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 0 Ped volume 0 Bicycle volume N N N Parking (Y or N) N N N N N Parking/hr Bus stops/hr 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 NB Only 06 07 08 G= 36.0 G= G- G= G= 35.0 G= G= G= Y= Timing Y=4,0 YW Y= Y iY= 4.0 Y= Yes Duration of Analysis hrs = 0.25 C cle Len th C = 89.0 xcs2000 TM Copyright 0 2000 University of Florida, NI Rights Reserved Version 4.l Submitted into the public record in connection with itemP��r on -1 " Walter Foeman pity clerk. '�ID 2 0 • • Submitted into the public record in ccrInaction 4'+rrith item��"� on _IL,-Wf0 �' y' CAPACITY AND LOS WORKSH ,:= Ge"n'dral [nformat�ot�., Project Description South Miami Av & SW 7st St PM Peak - Exisfing aclt 'Anal sis ...:.:........: . EB WB NB SIB Lane group T R L LT Adj. flow rate 1408 127 584 547 Satflow rate 3610 1615 1805 3610 Lost time 2.0 2.0 2.0 ...2.0 Green ratio 0.44 0.44 0.43 0.43 Lane group cap. 1604 718 780 1560 v/c ratio 0.88 0.18 0.75 0,35 Flow ratio 0.39 i 0.06 0.32 0.15 Crit, lane group y y N Sum flow ratios 0.71 Lost time/cycle 90.00 Critical v/c ratio 0.81 Lane Grou Ca acit ControlD�Ca .. .. .:-. : and LOS`Determrnation , ..:-; _. :< ........ ..:..... ,: EB WB NB SB Lane group T R L LT Adj. flow rate 1406 127 584 547 Lane group cap. 1604 718 780 1560 v/c ratio 0.88 0,18 0.75 0.35 Green ratio 0.44 0.44 0.43 0.43 Unif. delay cit 20.5 13.6 19.3 15.4 Delay factor k 0.50 0.50 0.50 0.50 Increm. delay d2 7.1 0.5 6.5 0.6 PF factor 1.000 1.000 1.000 1.000 Control delay 27.6 14.1 25.8 15.0 Lane group LOS C B C 8 Apprch. delay 26.5 21.1 Approach LOS C C Intersec. delay 24.2 Intersection LOS C fICS1000TM Copyright ® 2000 university of Florida, NI Flights Reserved Version 4.1 Submitted into the public record in ccrInaction 4'+rrith item��"� on _IL,-Wf0 �' y' • • • INPUT WORKSHEET `nye c ` 41 ';M armGrieatnformatian o Analyst RPE/TAP Intersection SE 1st Avenue & SE 8thStreet Agency or Co. Area Type All other areas Date Performed 07/08/2001 Jurisdiction Time Period PM Peak Analysis Year Existing Intersection Geomet ,F rY Grade 0 .: p [,. V/ 1 �E LIt "E 3 r _ Grado A 0 Valume'and'Timin In 0 0 ! ut..:.:::., ,. j Grade FJcrUa N B :.5haru 1 �E LIt "E 3 r _ Grado A 0 Valume'and'Timin In 0 0 ! ut..:.:::., ,. EB WB N B SB LT TH RT LT TH RT LT TH RT Li T11 RT Volume (vph) 609 73 { 114 5 0 7fi: % Heavy veh PHF 1 �E LIt "E 3 r _ Grado A 0 Valume'and'Timin In 0 0 ! ut..:.:::., ,. EB WB N B SB LT TH RT LT TH RT LT TH RT LT T11 RT Volume (vph) 609 73 114 5 7 % Heavy veh PHF 0 0.94 0 0.94 0 0.73 0 0.73 0 0.60 Actuated P/A Startuplost time Ext. off. reen Arrival type ;2,0 3 P 2.0 2.0 3 A 2.0 2.0 3 A A 2.0 2.0 3 Pod volume Bicycle volume 0 0 Parking (Y or N) Parking/hr N N N N N N N 1V Bus stops/hr 0 0 D 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 NS Perm 06 07 08 Tming G= 59.0 G= G= G= G= 11.0 G= G= G= Y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= Duration raf Analysis hrs = 0.25 Cycle Length C = 80.0 HCS2006TM Copyright 0 2000 university of Florida, All Rights Rcservcd v�rainn a. i .. 13;n,i d into th0 public roc ord in connection with item on -WL 'C1 :j ,�1J1J01tor For min City Cl00" C. 0 I &CAPACITY AND LOS WORKSHE& I Gen6'n 6'� i'l I 6f or"' ..... ............. �,:L ��H--, U 4:, 1,,, j:M, :.M, 'I -�m Project Description Beacon at Brickell - Exisitng M']N 4 Ca acct ..Aral sls........ 4 7 7 1 1 r 1 *,I ....... NE2. 'NNU ml;i zn: �gglmvuum EB.. WS NB SB Lane group T R R LT Adj. flow rate 648 61 126 19 Satflow rate Lost time Green ratio 1900 2.0 0.74 1615 2.0 0.74 .1644 2.0 0.14 1666 2.0 0.14 Lane group cap. 1401 1191 226 257 vIc ratio 0.46 0.05 0.56 0.07 Flow ratio 0.34 0.04 0.08 0.01 Crit. lane group y N Sum flow ratios 0.42 Lost time/cycle 10.00 Critical V/G ratio 0.48 7 ..... . ..... Lane " G e"o64 acit jt:a n t r o 1 b61'a" and LOS . .. .......... EB WB NB SB Lane group T R R LT- Adj. flow rate 646 61 126 19 Lane group cap. 1401 1191 226 257 v/c ratio 10,46 0.05 0.56 0.07 Green ratio 0.74 0.74 0.14 0,14 Unif. delay di 4.2 2.9 32.2 30.1 Delay factor k 0.50 0.50 0.15 0.11 Increm. delay d2 1.1 0.1 3.1 0.1 PF factor 1,000 1.000 1.000 1.000 Control delay 5.3 2.9 35.3 30.2 Lane group LOS A A D C I Apprch. delay 5.1 35. ., 3 30.2 Approach LOS A D C Intersec, delay 10.1 Intersection LOS B HCS20063M Copyright C 2000 Univusily offlavida, Ali Rights Rcxcrved Version 4.1 ; � publiC 'Wo McQrd ii -I GOP."', with iters t on Waiter Foernan city Clerk 1 12 13 2 INPUT WORKSHEET Volume (vph) % Heavy veh PHF EB WB NB SB LT TH RT _ L -r 116 0 0.70 TH 562 0 0.70 RT 171 0 0.70 LT 517 0 0.91 TH 1377 0 0.91 RT 30 0 0.91 LT TH RT 111 1607 529 0 0 0 0.82 0.82 0.82 Actuated PIA Startup lost time Ext. eft. green A A 2.0 2.0 A A 2.0 2.0 P 2.0 2.0 P A P P 2.0 1 2.0 2.0 2.0 Arrival type E3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 Wa Only 02 03 04 Excl. Left TNS Perm 07 08 Timing G= 37.0 G= G= G= G= 10.0 G= 55.0 G= Y= 4.0 Y= Y= Y= Y Y= 3.0 Y= 4.0 Y= Y= Duration of Analysis hrs = 0.25 C cle Length C = 115.0 0 11052000T M Copyright 0 2000 Universily of MoHda, All Rights Reserved Version 4.1 �,ub; ill -d into the publie reGordt ilI �:Qr�r�e tion with item - on LL -6- Walter Foeman 3 w city Clerk • 0 0 &CAPACITY AND LOS WORKSHO � d 9F .; 4 +r °lege den eral`Informa`tlon „.�,. .....e ;... ,..°.;.r �.°°Ez,°� , Project Description Beacon of 13dckell - Exlsdng Ca Tacit Anal siSr r.:....s.,._ ..'......:.. .......... . .. ;..:. ;. BB WB NB SB Lane group LTR L TR L TR Adj. flow rate 1160 568 1546 135 2476 Satflow rate 3496 3502 5170 1805 5025 Lost time 2.0 2.0 2.0 2.0 2.0 Green ratio 0.32 0,59 0.48 0.59 0.48 Lane group cap. 1125 1282 2473 248 2403 v/c ratio 1.03 0.44 0.63 0.54 1.03 Flow ratio 0.33 0.30 0.48 Crit. lane group y N N N N Sum flow ratios 0.91 Lost timelcycle 15.00 Critical v/c ratio 1.04 Lane'Grou; 5 "Ca acct' . "Cantrol.,661a - and'LOS "Determination BB WB NB SB Lane group LTR L TR L TR Adj. flow rate 1160 568 1546 135 2476 Lane group cap. 1125 1282 2473 248 2403 v/c ratio 1.03 0.44 0.63 0.54 1.03 Green ratio 0.32 0.59 0.48 0.59 0.48 Unif. delay d1l 39.0 23.9 22.3 16.5 30.0 Delay factor k 0.50 0.11 0.50 0.14 0.50 Increm. delay d2 35.1 0.2 1.2 2.5 26.7 PF factor 1.000 1.000 1.000 1.000 1.000 Control delay 74.1 24.2 23.5 19.0 56.7 Lane group LOS E C C B E Apprch. delay 74.1 23.7 54.7 Approach LOS E C D Intersec. delay 47.4 Intersection LOS D IICS2009M Copyright 0 2000 University offlorida, All Rights Roimcd Version 4.1 Submitted Into the public record in connection with iters ?-.7-1 on L - Walter Foemar, 12 3 2 City Cleric • • • Submitted into the public rocord in ccnnc oticn v�ith Wall,,5 4=4C`"lr':." I c) 3 2 �i�� Geri= • • CJ jffiCAPACITY AND LOS WORKSHgff t 'J ., General `In ormafton.; Project Description Beacon at Brickell - Exisitng Ca acct �'Ahalsts .. �„ . EiR EB WB NB SB Lane group LTR L TR L LTR Adj. flow rate 1160 568 1546 135 2476 Satflow rate 3496 3502 5170 11805 6700 Lost time 2.0 2.0 2.0 2.0 2.0 Green ratio 0.17 0.74 0,43 0.74 Lane group cap. 608 1837 2203 600 v/c ratio 1.91 0.31 0.70 0.22 Flow ratio 0.33 0.30 Crit. lane group N N N N N Sum flow ratios 0.00 Lost time/cycle 0.00 Critical v/c ratio 0.00 Lane'Gi&6' actf' ` ConErol-Dela end LOS Deterrtitnati " `' on' EB WB NB SB Lane group LTR L TR L LTR Adj. flow rate 1160 568 1546 135 2476 Lane group cap. v/c ratio 608 1.91 1837 0.31 2203 0.70 600 0.22 Green ratio 0. i7 0.74 0.43 0.74 Unif. delay d1 47.5 12.2 27,0 10.5 Delay factor k 0.50 0.11 0.50 0.11 0.50 Increm. delay d2 414.7 0.1 1.9 0.2 PF factor 1.000 1.000 1.000 1.000 Control delay 462.2 12.3 26.9 10.7 Lane group LOS F B C B Apprch. delay 462.2 24.4 Approach LOS F C Intersec. delay Intersection LOS 11CS200P, Copyright ® 2000 University of Florida, Ni Nights Reserved Version 4.1 into the public record in connection with, item.2 on om Walter Foornan j g-1232 City OL'O • HCS2000TM Copyright © 2000 University of Florida, NI Rights Rcscrvcd vUT9O1 Y•' L„ Into fibs' public item e4 * on ' Walter Fooman J1 --1232 City Clerk • .7 • CAPACITY AND LOS WORKSH eral n o m'atr©r�.: .: r. Gsn Ifr Project Description Beacon at Brickell - Exisitng Ca acit Anal srS " S EB WB NB SB Lane group L TR L R T R L T Adj. Flow rate 281 538 296 504 1073 170 218 1354 Satflow rate 35_02 3386 1805 1615 3610 1615 3502 5187 Lost time 2.0 2.0 2.0 2.0 2.0 2,0 2.0 2.0 Green ratio 0.21 0.21 0.09 0.09 10.48 0.48 0.59 0.48 Lane group cap. 731 707 157 140 1727 772 797 2481 v/c ratio 0.38 0.76 1.89 3.60 0.62 0.22 0.27 0.55 Flow ratio 0.08 0.16 0.16 0.31 0.30 0.11 Crit. lane group N N N N N N N N Sum flow ratios 0.00 Lost time/cycle 0,00 Critical v/c ratio 0.00 Lane 'Grod ' Caacit ` _Control :Dela and'LOS :e EB WB NB SB Lane group L TR L R T R L T Adj. flow rate 281 536 296 504 1073 170 216 1354 Lane group cap. 731 707 157 140 1727 772 797 2481 v/c ratio 0.36 0.76 1.89 3.60 0.62 0.22 0.27 0.55 Green ratio 0.21 0.21 0.09 0.09 0.48 0.48 0.59 0.48 Unif. delay dl 39.1 42.8 52.5 52.5 22.3 17.5 24.8 21.2 Delay tactor k 0.11 0.31 0.50 0.50 0.50 0.50 0.11 0.50 Increm. delay d2 0.3 4.9 421.5 1.7 0.7 0.2 0.9 PF tactor 1.000 1.000 1,000 1.000 1.000 1.000 1.000 1.000 Control delay 39.5 47.7 474.0 24.0 18.2 25.0 22.0 Lane group LOS D D F F C 8 C C Apprch. delay 44.9 956.6 23.2 22.5 Approach LOS D F C C lntersec, delay 195.3 Intersection LOS F 11CS200JM Copyright 0 2000 University or Florida, NI Rights Reserved Version 4.1 Submitted Into the public record in ccnnection with item '2-1 .. ars - �S. -o Welter i" oernart j - ' % City Clerk INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection South Miami Ave & 13th Street Agency or Co. Miami, Florida Area Type All other areas Date Performed 08/20/01 Jurisdiction Time Period PM Peak Analysis Year Existing Intersection Geometf Grado = 0 0 2 0 Grade - 0 ! �.. 0 2 0 Volume and Timing Input Volume (vph) Heavy veh PHF Actuated (PIA) Startup lost time Ext. off. green Arrival type Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing Grade = 0 Shan Nord Arrau =T =R L tli,w = LA --- LT = LR Grade = 0 �' L T R EW Perm 02 G= 33.0 G= Timing Y = Duration of Analysis hrs = 0.7.5 HC52000TM N --I lV� N N N� N �I �—� N 0 I 0� 0 0.0 0.0 3.0 0.0 03 04 NS Perm 06 07 08 G- G= G= 16.0 G= G= A- Y== Y= Y= 4.0 Y= Y= Y= (;vrie Lenoth C T 57.0 Copyright @2000 University of Florida, All Rights Reserved Version 4.1 Submitted Into the public record in connection with Item R�':L on • �1 Walter Foeman City Cleric E:B WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 87 402 26 32 904 105 71 149 30 32 193 196 0 0 0 0 0 0 0 0 0 0 0 0 0.89 0.89 0,89 0.89 0.89 0.89 0.81 0.81 0.81 0.78 0.78 0.78 P P P P P P P P P P P _P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 33 3 - 01 0 0 0 EW Perm 02 G= 33.0 G= Timing Y = Duration of Analysis hrs = 0.7.5 HC52000TM N --I lV� N N N� N �I �—� N 0 I 0� 0 0.0 0.0 3.0 0.0 03 04 NS Perm 06 07 08 G- G= G= 16.0 G= G= A- Y== Y= Y= 4.0 Y= Y= Y= (;vrie Lenoth C T 57.0 Copyright @2000 University of Florida, All Rights Reserved Version 4.1 Submitted Into the public record in connection with Item R�':L on • �1 Walter Foeman City Cleric CAPACITY AND LOS WORKSHEET General Information 41. Project Description South Miami Av & 13th St - Existing Capacity Analvsis EB WB NB SB Lane group LTR LTR LTR LTR Adj. flow rate 571 1159 293 453 Satflow rate 2,410 3301 2572 3080 Lost time 2,0 2.0 2.0 2.0 Green ratio 0.58 0.58 0.28 0.28 Lane group cap. v/c ratio 1395 0.41 1911 0.61 722 0.41 865 0.52 Flow ratio 0.24 0.35 1 10.11 0.15 Crit. lane group N y T N y Sum flow ratios 0.50 Lost time/cycle 8.00 Critical v/c ratio 0.58 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SIB Lane group ILTR I LTR LTR LTR Adj. flow rate 571 1. 1159 293 453 Lane group cap. 1395 11911 722 865 v/c ratio 0.41 0.61 10.41 0.52 Green ratio 0.58 0.58 0.28 0.28 Unif. delay d1 Delay factor k Increm. delay d2 6.6 0.50 0.9 7.8 0.50 1.4 16.6 10.50 1.7 17.3 0,50 2.3 PF factor 1.000 1.000 1.000 1.000 Control delay 7.5 9.2 18.3 19.6 Lane group LOS Apprch. delay A 7.5 A 9.2 - B 18.3 B 19.6 Approach LOS A A B B [ntersec. delay 11.8I Intersection LOS B HCS2006TM Copyright 0 2000 University of Florida. AEI Rights Reserved Version 4.1 !�nto the public record iT1 connection with item on Walter Foeman -3 2 City Clerk Ll • • INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection S. Miami Ave & 15th Rd Agency or Co. Area Type All other areas Date Performed 03/23/2001 Jurisdiction Miami Time Period PM Peak Analysis Year 2001 Existing Intersection Geometry Grade = 0 0 2 i 4..._.i . L..... i, . i . Grade = 0 I Shan North lam Bicycle volume Parking (Y or N) �T N N N N N N N Parking/hr =R r 2 I i. i � I i z -r =L 0 0 0 0 0 Ped timing •� 3 I T I � � 1 3.0 _ T R EW Perm 02 03 04 NS Perm 06 Grade= G a 08 i I " I G= 9.0 GG= G= G 41.0 .r = LT G- Y=' 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y� I _ ... = LIZ I !J. Grade= 0 Y_ = L T R 1 2 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 12 227 188 56 146 41 53 97 41 17 155 11 % Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 P H F 0.80 0.80 0.81 0.92 0.92 0.92 0.80 0.80 0.80 0.83 0.83 0.83 Actuated (PIA) A A A A A A A P P A P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. off. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 1 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 NS Perm 06 07 08 Timing G= 9.0 GG= G= G 41.0 G= G= G- Y=' 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y� Duration of Analysis hrs = 0.25 C c1esy,,Len th C = 60..0., p1 h�tt r,.,.Int,tn�nnntt„iunralfvnt�lnriria AIIRiohtgRaservSt;3Umrto�d int® $I�e g�U�1a :ion 4.1 rocord in connection with item ft-fj� ��� QJ altar F-oerart City clerk • • • Ll CAPACITY AND LOS WORKSHEET General Information Project Description South Miami Ave & 15th Rd - PM Existing Capacity Analysis EB WB ND SB Lane group L TR L TR L TR L TR Adj. flow rate 15 384 61 186 66 958 20 198 Satflow rate 1206 3469 844 3531 1192 3483 1239 3580 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.15 0.15 0.15 0.15 0.68 0.68 0.68 0.68 Lane group cap. 181 520 127 530 815 2380 847 2446 vlc ratio 0.08 0.74 0.48 0.35 0.08 0.07 0.02 0.08 Flow ratio 0.01 0.11 0.07 0.05 I 0.06 0.05 0.02 0.06 Crit. lane group N Y N N Y N N N Sum flow ratios 0.17. Lost time/cycle 90.00 Critical vlc ratio 0.20 Lane Group 'CaacitLivontrol Delay,. and LOS Determination; - EB wa NB SB Lane group L TR L TR L TR L TR Adj. flow rate _ 15 384 61 186 66 158 20 198 Lane group cap. 181 520 127 530 815 2380 847 2446 We ratio 0.08 0.74 0.48 0.35 0.08 0.07 0.02 0.08 Green ratio 0.15 0.15 0.15 0.15 0.68 0.68 0.66 0.68 Unif. delay di 21.9 24.4 23.4 22.9 3.2 3.2 3.1 3.2 Delay factor k 0.11 0.30 0.11 0.11 0.11 0.50 0.11 0.50 Increm. delay d2 0.2 5.5 2.8 0.4 0.0 0.1 0.0 0.1 PF factor 1.000 1.000 1'000 1.000 1'000 1.000 1'000 1.000 Control delay 22.1 29.9 1 26.2 23.3 3.2 3.2 3.1 3.2 Lane group LOS C C C C A A A A Apprch. delay 29.6 24.0 3.2 3.2 Approach LOS C C A A Intersec. delay 17.6 Intersection LOS B HCS2000TM Copyright © 2000 Universlly of Florida, All Rights Reserved Version 4.1 :-1to the public recorq, in conrlection w€tti item ?--1 -t ant�-!fol Walter Foerna.n j 1-1232 City Clerk • • APPENDIX C CAPACI'T'Y ANALYSES OF YEAR BACKGROUND • GROWTH . submitted into the public record in connectlon with item Pel--. - on f ' a Waltor Foeman City Clerk ,� 3 2 • • • 11CS2000TI1 Copyright 0 2000 University of Florida, All Rights Reserved V...1.14 h.l Submitted into thO phublIC record in connection with item Lz' o— ori ..—...i~—..Q.I- `,� u % Wafter Foeman city clod • 0 CAPACITY AND LOS WORKSHNO :....: ..1. C.1=:.::',:: ¢;. 1 15 '-1 C [ l 31t G � t� l: General' Information ::,�1 : z „ ?:ii ..:..,i.' .:,.......; r �...1, ? ,.:........ r ;:;:f,:...:.:.1.: .r.. Project Description SW 1stAv & SW Bst St PM Peak - Year 2003 No Site :•.: y Ca acct ,Anal sis.' :;,.,.. ;..:..•: , s EB WB NB SB Lane group TR L ]140 LT Adj. flow rate 1528 544 Satflow rate 5138 _ 1805 3610 Lost time 2.0 2.0 2.0 Green ratio 0.43 0.47 0.47 Lane group cap. 2184 857 1715 v/c ratio 0.70 0.16 0.32 Flow ratio 0.30 0.08 0.15 Crit. lane group Y N Y Sum flow ratios 0.45 Lost time/cycle 8.00 Critical v/c ratio f 0.50 Larne',Gr6'60`C6acit :Control`Dela dhd LOS"Def6emn ahan ' EB WB NB SB Lane group TR L LT _ Adj. flow rate 1528 140 544 Lane group cap. v/c ratio 2184 0.70 857 0.16 1715 0.32 Green ratio 0.43 0.47 0.47 Unif. delay d1 18.8 12.0 13.0 Delay factor i< 0.50 0'50 0'50 Increm. delay d2 1.9 0.4 0.5 PF factor 1.000 1.00Q 1.000 Control delay 20.7 12.4 13.5 Lane group LOS C 8 13 Apprch. delay 20.7 13.2 Approach LOS Intersec, delay C 18.4 Intersection LOS B B IIC3200d'M Copyright 0 2000 University of Plarida, All Rights Rcscrveii version 4.1 b ubmi{t-od into the public record in connection with item P= on I - M-kL Waiter Foeman City Clerk -1-232 • • • IICS2000TII Copyright 0 2001 University of Florida, All Rights Reserved V GJ. ' Y.1 SOmi'Ltr°d into the public record in c onnec'.1on with Real On -1 -*I Walter Foerrhan City Cleric 0 0 0 *CAPACITY AND LOS WORKSHH& ;:z ! Project Description SW IstAv & SW7stS1 PM Peak - Year 2003 No Site Ca nett `Anal S: .......... !It . ........ EB WB NB SB Lane group LT TR R Adj. flow rate 2019 314 274 Satflow rate 5172 3610 1615 Lost time 2.0 2.0 2,0 Green ratio 0.41 0.45 0.45 Lane group cap. 2133 1624 727 v/c ratio 0.95 0.19 0.38 Flow ratio 10.39 0.09 0.17 Ut, lane group Y N y Sum flow ratios 0.56 Lost time/cycle 11.00 Critical v/c ratio 0.65 ,:,.c dn""tro'l-De ay,;� n;- 'p` �a61i�y LOS'De'fe'rminatlow Lan` ie''GrouC6 EB WB NB SB Lane group LT TR R Adj. flow rate 2019 314 274 Lane group cap. 2133 1624 727 v/c ratio 0.95 0.19 0.38 Green ratio 0.41 0.45 0.45 Unif. delay dl 22.7 13.3 14.6 Delay factor k 0.50 0.11 0.11 Increm. delay d2 10.4 0.1 0.3 PF factor 1,000 1.000 1.000 Control delay 33,1 13.3 1 14.9 Lane group LOS C -------- Apprch. delay 33.1 14,1 Approach LOS C B ,Intersec, delay 28.8 Intersection LOS C HC92LVOTM Copyright 0 2000 University of Florida, All Riglils Rescivrd vera ion %.I Into tho public iii (,ornepilon vvith on LL-Lf:ice 0 0 0 IICS200JM Copyright 0 2000 University of Flarida, All Rights Reserved vcrsion q.t 74- j • • • CAPACITY AND LOS WORKSH If iii: iii t' -a,. S .+ s . Eiy'i 11111• viae � � General Inforrrjatiork ,:==::::::I,:eGE 1...L... •�-.-:!..::..... .`• .. , ...:. .._... -., .,�� •, ., :f , �_Lj:. : E.:: -i Y:i : ;E,B F i1...... .E7.1.•..l.' Project Description S W 2nd Ave 8, 8th Street -Year 2003 No Site 1 5 F r�� iJ Ca acifi `Anal sis... .. i........:. .. ,.: �... 'e7 [ 1 F I €. �, iE.,......_C s . ...�._.� ' EB WB NB SB Lane group LTR TR LT Adj, flow rate 9677 610 637 Satflow rate 5031 3544 3568 Lost time r 2.0 2.0 2.0 Green ratio 0.40 0.40 0.50 Lane group cap. 2012 1418 686 vlc ratio 0.63 0.43 1.22 Flow ratio 0.33 0.17 Crit. lane group Y N N _ Sum flow ratios Lost time/cycle Critical v/c ratio 8.00 Lame Grow Ca acit Control Deia "'and'LOS'Determination .. :i's' EB WB NB SB Lane group LTR TR LT Adj. flow rate 1677 610 837 Lane group cap. 2012 1418 686 v/c ratio 0.83 0.43 1.22 Green ratio Unif. delay d1 0.40 21.6 ______0.40 17,4 0.50 20.0 Delay factor k 0.50 0.11 0.50 Increm. delay d2 4.2 0.2 911.9 PF factor 1.000 1.000 1.000 Control delay Lane group LOS Apprch, delay 25.8 C 25.8 17.6 � t3 17.6 131.9 F 139.9 Approach LOS C B F Intersec. delay 52.7 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida. All Rights Resctvcd version It. E e3�_ll�ieslla 3 I , PiNc, public record ul R:;Oi"MC,(iiUrl item Walter Foe. nc..i ib City tie;ri< • • HCS2000TM Copyriglot io 2000 University of Florida, Ni Rightq Reserved veraion *.i Submitt-Od Itl{o �Jic public record in ennnecJlon with Item 2• on � l�� Walter Fceman -- 12, S 2 city clerk • • • CAPACITY AND LOS WORKSHE* ..i:i:i Gerierallriformat>lon Project Description SW 2ndAve & 7th Street - PM Year 2003 No Site : EB WB NS SB Lane group LTR LT _ TR Adj. flow rate 2198 759 857 Satflow rate 5097 1911 3485 Lost time 2.0 2.0 2.0 Green ratio 0.50 0.40 10.40 Lane group cap. 2549 764 1394 vlc ratio 0.86 0.99 0.61 Flow ratio 0.43 0.40 0.25 Crit. lane group Y Y N Sum flow ratios 0.83 Lost time/cycle 8.00 Critical We ratio 0.92 Lane Ge&i :Ca aeif 'Control: D6I' and L0S=Determination ... ,::.... ES WB NB SB Lane group LTR LT TR Adj. flow rate 2198 759 857 Lane group cap. 2549 764 1394 We ratio 0.86 0.99 0.61 Green ratio 0.50 0.40 0.40 Unif. delay d1 17.6 23.9 19.1 Delay factor k 0.50 0.49 0.20 Increm. delay d2 4.1 90.8 0.8 PF factor 1.000 1.000 1.000 Control delay 121.7 11919 Lane group LOS C D s Apprch. delay _ _ 21.7 54.7 19.9 Approach LOS C D B Intersec. delay 27.9 Intersection LOS C 11CS2000T M Copyright 0 2000 University of Florida, All Rights Reserved v...I... Y. A �i ti Li ii`c :t t�'tt`3 fret public itemt. cl �� on . r�'ll with ate Walter Foeman j 12, -3 2 City Clerk 0 0 • INPUT WORKSHEET Genera! infOrmcltlOT1 _.! �ite`tn orn'latlOti.....F'Miami Intersection South Mmi Av SW 8th Analyst RPE/TAP St Agency or Co. Area Type All other Areas Date Performed 07/09/01 Jurisdiction Time Period PM Peak Analysis Year Year 2003 No Site lntersection`Georrte#r --y; Grade 0 . 0 s� . ! r l l t 7 71 Grade E ':5hasi`iOflhlrfT4741 j Grade0 a 4 l ` L 7 t Liz 4 :;.'•;;i Grade a. 0 +f.: 0 PB WB NB SB LT is _ TH RT LT TH RT LT TH RT Volume (vph) 3 r 676 34 0 Heavy0 veh 0 0 0 PHF 0.83 0.83 0.81 0.89 Actuated PIA P P P P Startu2 lost time 2.0 2.0 Ext. eff. green 2.0 2.0 Arrival type 3 3 Ped volume 0 -F [ ., ! 0 R : N N N N N N N N Grade0 a 4 l ` L 7 t Liz 4 :;.'•;;i Grade a. 0 +f.: 0 PB WB NB SB LT TH RT LT _ TH RT LT TH RT LT TH RT Volume (vph) 371 833 676 34 Heavy0 veh 0 0 0 PHF 0.83 0.83 0.81 0.89 Actuated PIA P P P P Startu2 lost time 2.0 2.0 Ext. eff. green 2.0 2.0 Arrival type 3 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 Ped timing 0.0 0.0 3.0 0.0 Only 02 03 04 NB Only 06 07 08 —EB G= 28.0 G= G= G= G= 44.0 G- G= G= Timing y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= Duration of Anal sichrs = 0.25 Cycle Length C W 80.0 flCS2A00 Tt.t Copyright 0 2000 University of Florida, All Rights Roserved Version 4.1 ; tlbt d Into the PubliC record in connection with item on L4L_ " Waiter Foeman City Cleric 0 0 0 ISCAPACITY AND LOS WORKSHO M 06`6'e­r'a` IA hf 61 Project Description South MiamiAv & SW8St St PM Peak - Year 2003 No Site Ca aclt `Anal S EB WB NB SB Lane group LT TR _�7 Adj. flow rate 6_8 Satflow rate 5157 Lost time 2.0 --70.55 2.0 Green ratio 0.3.5 Lane group cap. 1786 2836 vIc ratio 0.81 0.31 Flow ratio 026 0.17 Crit. lane group y Sum flow ratios 0.45 Lost timelcycle 8.00 Critical v/r, ratio 0.50 La"he:Gr6u' 'p­'Ca­p­-'a"Cit'V­":C t"" LOS' Determination '' EB WB NB SB Lane group LT TR Adj. flow rate 1451 866 Lane group cap. 1788 2836 v/c ratio 10.61 0.31 Green ratio 0.35 0.55 Unif. delay dl 23.6 9.7 Delay factor k 0.50 0.50 Incrern. delay d2 4.1 0.3 PF factor 1.000 1.000 Control delay 27.7 10.0+ Lane group LOS I C Apprch. delay 27.7 10.0+ Approach LOS C Intersec. delay 21.1 tntersoction LOS C IICS.2006TM Copyright 0 2000 University of Florida, All Rights Reservcd Version 4.1 itera pi Vapor Ncnlafl City Clerk • 0 • HCS2000T"�' Copyright 0 2000 Univcrsily of Florida, All Rights Rcscmd Y orlon Y.1 V-10 public record in conne-clit:311 with item P-2-1 of, 19 3 2 Wafter ter F=oonnan Citi/ Clerk • 11 CAPACITY AND LOS WORKSH ..,..., .......... ........ ...........................................C::::::::F1.., ...-.:..F:'......:::::............I::::t.:f:':.:;f..........,.��.tF�::i.:. General :I nf&m- at:on ::::; f::;7 ::CF . ::.: .::::.::.. .:....:... :..f...,..............�....:..tl:isla a€ Project Description South Miami Av & SW 7st St PM Peak - Year 2003 No Site EB WB NB SB Lane group T R L LT Adj. flow rate 1465 135 608 570 Satflow rate 3510 1615 1805 3610 w Lost time 2.0 2.0 2.o 2.0 Green ratio 0.44 0.44 0.43 0.43 Lane group cap. 1604 718fYC 1560 v/c ratio 0.91 0.19 0.37 Flow ratio 0.41 0.06 0.16 Crit. lane group Y N N Sum flow ratios 0.74 Lost timeicycle 10.00 Critical vlc ratio 0.85 :._:..:: MM Lane'Group'Ca acif' ..CantrolDel'a and LOS D'eterminatron EB WB NB S8 Lane group T R L LT Adj. flow rate 1465 135 608 570 Lane group cap. 1604 718 780 1560 v/c ratio 0.99 0.19 0.78 0.37 Green ratio 0.44 0.44 0.43 0.43 Unif, delay d1 21.0 13.6 19.7 15.5 Delay factor k 0.50 0.50 0.50 0.50 Increm. delay d2 9.5 0.6 7.6 0.7 PF factor 1.000 1.000 1.000 1.000 Control delay 30.6 14.2 27.3 16.2 Lane group LOS C B C B Apprch. delay 29.2 29.9 Approach LOS C C lntersec. delay 26.1 Intersection LOS C IICS2000TM Copyright ® 2000 University of Florida, All Rights Reserved Version 4.1 Jubffeitt d info the public recirrd it, coslrtrcti-drt with item .E2 -:L- on _jE1510 1510 t } . Walter I oeman .1.232City Clerk t7 INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection SE 1st Avenue & SE 8th Street Agency or Co. Date Performed 07/09/01 Area Type All other areas Jurisdiction Time Period PM Peak Analysis Year Year 2003 No site Intersectlon Geometr Grade = 0 0 1 0 i L _.L.._i._ Grade = Maio North Mav Volume (vph) 686 76 _T i 0 , ...f - F r I 11 I E 0 119 = 7 l.- l 1 ! % Heavy veh i 0 i a = L,E 1 , 0 _ 0 Grade 0 .i... 'i 0.94 _ L T � 0.73 0.73 0.60 =LR P P Grade = 0 = L T R A 0 0 1 Startup lost time Volume and Timing In ut 2.0 EB 2.0 WB NB _ SB 2.0 2.0 LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 686 76 119 5 7 % Heavy veh 0 0 0 0 0 PHF 0.94 0.94 0.73 0.73 0.60 Actuated (PIA) P P A A A Startup lost time 2.0 2.0 2.0 2.0 Ext, eff. green 2.0 2.0 2.02.0 P3 Arrival type 3 3 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 o a Ped timing 0.0 0,0 3,0 0.0 EB Only 02 03 04 NS Perm 06 07 08 G= 59.0 G= G= G= G= 11.0 G= G G= Timing Y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= . Duration of Analysis hrs) = 0.25 Cycle Length C = 80.0 HCS2000TM Copyright O 2000 University of Florida, All Righis Reserved 11 }� Version 4.1 IiiWO V10' Public record in conncct t;n with item 12-1- on �- •D t Walter Foornar. ? `t 9 CityClerk Ah '49APACITY AND LOS WORKSHEET General Information Project Description Beacon at Brickeii -Year 2003 No site Capacity Analysis.- EB WB NB SB Lane group T R R LT Adj. flour rate 730 64 _ 133 19 Satflow rate 1900 1615 1644 1866 Lost time 2.0 2.0 2.0 2.0 Green ratio 0.74 0.74 0.14 0.14 Lane group cap. 1401 1191 226 257 v/c ratio 0.52 0.05 0.59 0.07 Flow ratio 0.38 0.04 0.08 0.01 Crit. lane group Y N Y N Sum flow ratios 0.47 Lost time/cycle 10.00 Critical v/c ratio 0.53 Lane Group Capacity, Control'Dela and LOS Determination EB WB NS SB Lane group T R R LT Adj. flow rate 730 64 133 19 Lane group cap. 1401 1191 226 257 v/c ratio 0.52 0.05 0.59 0.07 Green ratio 0.74 0.74 0.14 0.14 Unif. delay d1 4.5 2.9 32.4 30.1 Delay factor k 0.50 0.50 0.18 0.11 Increm. delay d2 1.4 0.1 4.0 0.1 PF factor 1.000 1.000 1.000 1.000 Control delay 5.9 3.0 36.4 30.2 Lane group LOS A A D C Apprch. delay 5.6 36.4 30.2 Approach LOS A D C Intersec. delay 10.4 Intersection LOS B MCS200OTM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 Submitted into the public record in cossnoction vriith IteM on , jEli-o t Waiter Foernan I -� 12, 3 2 City Cleric INPUT WORKSHEET General InformationSite information Analyst RPE/TAP Intersection Brickell Ave & SE 7th Street Area Type All other areas Agency or Co. Jurisdiction Date Performed 07/09/01 Time Period PM Peak Analysis Year Year 2003 W/modi(ied timing Intersection Geometry A Z i Grade = 0 Grade = 3 - ! l 2 3 0 Volume and Timi Volume (vph) % Heavy veh PHF Actuated (PIA) Startup lost time Ext. eff. green Arrival type Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing nput EB LT I H F RT WB Only 02 Timing G = 37.0 _G = Y= Aft Duration of Analvsis (hrs) = 0.25 HCS2000TM IN Lf Grade = 0 Shan Norah {brow ;.I = T .... a R 2 ,.. L I ...E_.I ,..,..i.W. = LR Grade = 0 = L T R N I N I I N I N I I N I N I I N 0 10 1 0 1 0 0.0 0.0 3.0 0.0 03 04 Excl. Left NS Perm07 08 G= G= G= 10.0 G= 55.0 G= G= Y= Y= Y= 3.0 Y= 4.0 _ Y= Y= Cycle Length C = 115.0 Copyright 0 2000 University of Florida, Ail Rights Reservedi..�L,I�G Version 4.1 ith 0.., : record -v01 item .P 24 ars Walter Foeman 2 3 2 City Clerk WB NB S13 _ LT TH RT LT TH RT LT TH RT 121 585 178 538 1433 31 115 1872 550 0 0 0 0 0 0 0 0 0 0.70 0.70 0.70 0.91 0.91 0.91 0.82 0.82 0.82 A A A A P P A P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 3 3 0 0 0 N I N I I N I N I I N I N I I N 0 10 1 0 1 0 0.0 0.0 3.0 0.0 03 04 Excl. Left NS Perm07 08 G= G= G= 10.0 G= 55.0 G= G= Y= Y= Y= 3.0 Y= 4.0 _ Y= Y= Cycle Length C = 115.0 Copyright 0 2000 University of Florida, Ail Rights Reservedi..�L,I�G Version 4.1 ith 0.., : record -v01 item .P 24 ars Walter Foeman 2 3 2 City Clerk • • a 7j CAPACITY AND LOS WORKSHEET General Information Project Description Beacon at Brickeli -Year 2003 & New Timing Capacity Analysis EB WB NB SB Lane group LTR L_ TR L TR Adj. flow rate 1210 1591 1609 140 2580 Satflow, rate 3495 3502 5171 1805 5024 Lost time 2.0 2.0 2.0 2.0 2.0 Green ratio 0.32 0.59 0.48 0.59 0.48 Lane group cap. 1124 1286 2473 239 2403 vlc ratio 1.06 0.46 0.65 0.59 1.07 Flow ratio 0.35 0.31 0.48 Crit. lane group Y N N N N Sum flow ratios 0.92 Lost time/cycle 15.00 Critical vlc ratio 1.06 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane group LTR L TR L TR Adj. flow rate 1210 591 1609 140 2580 Lane group cap. 1124 1286 2473 239 2403 vlc ratio 1.08 0.46 0.65 0.59 1.07 Green ratio 0.32 0.59 0.48 0.59 0.48 Unif. delay dl 39.0 24.0 22.7 19.0 30.0 Delay factor k 0.50 0.11 0.50 0.18 0.50 lncrern, delay d2 50.0 0,3 1 1.3 3.7 41.8 PF factor 1.000 1.000 1.000 1.000 1.000 Control delay 89.0 24.3 24.1 22.7 71.8 Lane group LOS F C C C E Apprch. delay 89.0 24.1 69.3 Approach LOS F C E Intersec. delay 57.0 Intersection LOS E HC52000TM Copyright Q 2000 University of Florida, All Rights Reserved Version Submi"ted Into the public record in c, nnec tion with item P2-1 on U CED 1 Walter Foaman o I."J 9-3 2 City Clerk • 0 I]CS2006T"1 Copyright ® 2000 University of Florida, All Rights Raservcd Vcuion 4.1 Submitted into the pubIld record in ccr�t�c t.'u°��n Ginn item On Walter Foeman " 3 2 City Clerk CAPACITY AND LOS WORKSH ...::....... �- ........f:::...::::. - ..L.":::':,"- :.._:"C:�•:"C":: .l 7:.::�::7::... 1 ': .::l E.1C1C7•:.::7: General Information::: : � r ... .;••: J � .s17:::::::;::;:•::: Project Description Beacon of Brlckell -Year 2003 No site Caacit Anal sis,Y.:..:?.......... ........: ...... ............:........" . ..::.....:.... ...:- : ,...7.e.J.., .:.:...:.......:� EB WS NB 5B Lane group L TR L R T R L T Adj. flow rata 292 562 307 526 1997 977 227 1409 Satflow rate 3502 3385 1805 1695 3690 9615 3502 5187 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.21 0.29 0.09 0.09 0.48 0.48 0.59 0.48 Lane group cap. 731 706 957 140 1727 772 815 2481 vlc ratio 0.40 0.80 1.96 3.76 0.65 0.23 0.28 0.57 Flow ratio 0.08 0,17 0.17 0.33 0.31 0.11 Crit, lane group N N N N N N N N Sum flow ratios 0.00 Lost time/cycle 0.00 Critical v/c ratio 0.00 Lar��e'-Grou ;Ca acit"' :Confrol'Deia '`and LOS��D'�termiriation :.'-.:..... EB WB NB SB Lane group L 7R L R T R L T Adj. flow rate 292 562 307 526 1197 977 227 1409 Lane group cap. 731 708 957 140 1727 772 815 2481 v/c ratio 0.40 0.80 1.96 3.76 0.65 0.23 0.28 0.57 Green ratio 0.21 0.29 0.09 0.09 0.48 0.48 0.59 0.48 Unif. delay d139.3 43.2 52.5 52.5 22.7 17.6 25.7 29.5 Delay factor k 0.11 0.34 0.50 0.50 0.50 0.50 0.11 0.50 Incrom. delay d2 0.4 6.3 452'2 1.9 0.7 0.2 0.9 PF factor 1.000 1.000 1'000 1.000 1.000 1.000 9A00 1.000 Control delay 39,6 49.5 5047 24.5 18.3 25.9 22.4 Lane group LOS D D F F C 8 C C Apprch. delay 46.9 23.7 22.9 Approach LOS lntersec. delay HCS200P'l D F C C 208.2 Intersection LOS Copyright 40 2000 Univcrsily of Florida, All Rights Rcscrved Version 4.1 Submitted into the public; rveord irl coj),n ction with item Mier F-oervian 3 � City Glerk F • INPUT WORKSHEET General information Site Information Analyst RPE/TAP Intersection South Miami Ave & 13th Agency or Co. Miami, Florida Street Date Performed 08/20/01 Area Type Aii other areas Time Period PM Peak Jurisdiction Analysis Year Year 2003 w/o Site Intersection Geometry Grade = 0 0 2 0 � 1 T Grade = 0 SlrrniPZor%Arrow T o I.. - ._ j -L_'' 0 =TR I = Grade = 0 f-_ j 1 LR . i 1.r'., :... Grade = 0 Y�F 1 = LTR 0 2 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 92 427 28 34 959 111 75 158 32 34 205 208 % Heav veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.81 0.81 0.81 0.76 0.78 0.78 Actuated (PIA) P P P P P P P P P P P P Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 Ped timing 3.0 3.0 3.0 3.0 EW Perm 02 03 04 NS Perm 06 07 08 G= 33.0 G= G= G= G= 16.0 G= G= G= Timing Y= 4.0 Y= Y= Y Y= 4.0 Y= Y= Y= . Duration of Analysis hrs W 0.25 Cycle Length C = 57.0 HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 € O Public record in Conncc iort with item 2 j on JI' � L `V Vs 3 2 Walter Foeman City Clerk C] is • CAPACITY AND LOS WORKSHEET General Information Project Description South Miami Av & 13th St - Year 2003 - No Site Capacity Analysis EB WB NB SB Lane group LTR LTR LTR LTR Adj. flow rate 607 1229 311 488 Satflow rate _ 2329 3293 2477 3065 Lost time 2.0 2.0 2.0 2.0 Green ratio 0.58 0.58 0.28 0,28 Lane group cap. 1348 1906 695 860 V/c ratio 0.45 0.64 0.45 0.57 Flow ratio 0.26 0.37 1 0.13 0.16 Crit. lane group N Y N Y Sum flow ratios 0.53 Lost time/cycle 8.00 Critical v/c ratio 0.62 Lane Group Capacity,Control Dela and LOS Determination EB WB NB SB Lane group LTR LTR LTR LTR Adj. flow rate 607 1229 311 488 Lane group cap. 1348 1906 695 860 v/c ratio 0.45 0.64 0.45 0.57 Green ratio 0.58 0.58 0.28 0.28 Unif. delay d1 6.8 8.1 16.9 17.5 Delay factor k 0.50 0.50 0.50 0.50 lncrem, delay d2 1.1 1.7 2.1 2.7 PF factor 1.000 1.000 1.000 1.000 Control delay 7.9 9.8 18.9 20.2 Lane group LOS A A B C Apprch. delay 7.9 9.8 18.9 20.2 Approach LOS A A B C Intersec. delay 12.4 Intersection LOS B HCS20007M Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 sub,'l1i? • • • • 0 INPUT WORKSHEET Site Informatio General Information s. Analyst RPE/TAP Intersection S. Miami Ave & 15th Rd Agency or Co. Area Type All other areas Date Performed 03/23/2001 Jurisdiction Miami Time Period PM Peak Analysis Year Year 2003 No Site Intersection Geometry- Grade = D j.._.i_.. _-.,....._..�_._...._ ... _.f _ Grade = D ji _..i._.. __. _.._.. I Stwij Nordti Arran T I q i l i i 0 W 2 2 It( _ L I i_. i.. Grade = 0 I _.._ LT J. L R . i GradeT Rr 2 D Volume and Timing Input..;_ EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 13 241 189 59 155 44 56 103 44 18 164 12 °!o Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Actuated (P/A) A A A A A A A P P A P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.Q 3 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr _ Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 NS Perm 06 07 08 G= 9.0 G= G= G= G= 41.0 G= G= Hliing Y= 4.0 Y= Y= YY= 4.0 Y= Y= Duration of Analysis hrs) = 0.25 lCycle Len th C = 60.0 HCS2000TM Copyright © 2000 University of Florida, All Rights Resent�Ibmitted into the publiCs�an 4.1 record in conner lon with itaM -I[ on l!•tS-or Want o C'i rk c h • • • 0 E CAPACITY AND LOS WORKSHEET General Information Project Description South Miami Av & 15th Rd- Year 2003 No Site capacity Analysis Lane group EB L TR WB L TR NS L TR SD L TR Adj. flow rate 14 351 66 202 62 150 20 193 Satflow rate 1187 3482 934 3530 1198 3480 1248 3579 Lost time Green ratio 2.0 0.15 2.0 0.15 2.0 0.15 2.0 0.15 2.0 0.68 2.0 0.68 2.0 0.68 2.0 0.68 Lane group cap. 178 522 140 530 819 2378 853 2446 vlc ratio 0.08 0.67 0.47 0.38 0.08 0.06 0.02 0.08 Plow ratio 0.01 0.10 0.07 0.06 0.05 0.04 0.02 0.05 Crit. lane group N Y N N N N N Y Sum flow ratios 0.15 Lost time/cycle 10.00 Critical vlc ratio Lane Group Capacity,.Control 0.19 Delay, and LOS Determination EB WB NB SB Lane group L TR L TR L TR L TR Adj. flow rate Lane group cap. 14 178 351 522 66 140 202 530 62 819 150 2378 20 853 193 2446 vlc ratio 0.08 0.67 0.47 0.38 0.08 0.06 0.02 0.08 Green ratio 0.15 0.15 0.15 0.15 0.68 0.68 0.68 0.68 Unif. delay d1 21.9 24.1 23.3 23.0 3.2 3.1 3.1 3.2 Delay factor k Increm. delay d2 0.11 0.2 0.24 3.4 0.11 2.5 0.11 0.5 0.11 0.0 0.50 0.1 0.11 0.0 0.50 0.1 PP factor 1.000 1.000 1.000 1,000 1.000 1.000 1.000 1.000 Control delay 22.1 27.5 25.8 23.4 3.2 3.2 3.1 3.2 Lane group LOS C C C C A A A A Apprch. delay 27.3 24.0 3.2 3.2 Approach LOS C C A A Intersec. delay 16.8 Intersection LOS 6 NCS2000TM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 Submitted into the public record in connection with item on - • Walter i=oetnan 3 2 City Clerk • • 0 APPENDIX D ANALYSES OF YEAR 2003 BACKGROUND GROWTH, SITS AND O'T'HER PROJECTS Submitted Into the }public record in connection with item P2-1 on (I -IC -Of Walter Foeman City Clerk r� X32 0 A& A HCS2000TI4 Copyright 0 2000 University of Florida, All Rights Reserved � u 0 1 ;-„ 4—') o l o PtM'tU record in connection with item fa—L on Walter voeman -1-1232 City Cleric INPUT WORKSHEET General Information Site Information Intersection SW 1st Av & SIN 8th St Analyst RPE/TAP Area Type All other areas Agency or Co. Jurisdiction Date Performed 04123101 Year 2003 other projects Time Period PM Peak Analysis Year only Intersection GeqM��� Grade = 0 0 2 1 Grade Sbalo Nocal tam, 0 R 3 1 <J. 0 L 0 .A. T R LT Grade = 0 LR Grade LTR 0 0 0 Volume and Timing Input EB WB NB S13 LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 1451 165 265 563 % Heavy veh 0 — 0 0 0 PHP 0.80 0.80 0.91 0.91 Actuated (PIA) P P P — P Startup lost time Ext. eff, green 2.0 2.0 2.0 - yo— -- 2.0 ---- T Arrival type 3 3 3 Ped volume 0 Bicycle volume iParking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 ---- 0 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 SB Only 066 07 08 G= 34.0 G= G= G G= 38.0 G G= G Timing Y 4,0 Y= Y= Y= Y= 4.0 Y= Y= Y Duration of Analysis (hrs) = 0.251 Pycle LenUth C = 80.0 HCS2000TI4 Copyright 0 2000 University of Florida, All Rights Reserved � u 0 1 ;-„ 4—') o l o PtM'tU record in connection with item fa—L on Walter voeman -1-1232 City Cleric 0 • Ah CAPACITY AND LOS WORKSHEET General Information Project Description SW 1st Av & SW 8st St PM Peak - 2003 W/Other Projects Only Capacity Analysis EB WB NB SIB Lane group TR _L LT Adj. flow rate 1996 291 619 Satflow rate 5116 1805 3610 Lost time 2.0 20 2.0 Green ratio 0.43 0.47 0.47 Lane group cap. 2174 857 1715 vlc ratio 0.92 10.34 0.36 Flow ratio 0.39 10.16 0.17 Crit. lane group Y N Y Sum flow ratios 0.56 Lost time/cycle 8.00 Critical We ratio 0.62 Lane Group Capacity, Control Dela and LOS Determination EB WB NB SIB Lane group TR L LT Adj. flow rate 1996 291 619 Lane group cap. -}- 2174 857 1715 v/c ratio I 0.92 0.334 0.36 T Green ratio j 0.43 0.47 0.47 Unif. delay d1 i 21.7 13.1 13.3 Delay factor k 0.50 0.50 0.50 Increm. delay d2 7.7 1.1 0.6 PF factor 1.000 1.000 1.000 Control delay 29.4 14.2 13.9 Lane group LOS C B 8 Apprch. delay 29.4 14.0 Approach LOS C B Intersec. delay 24.6 Intersection LOS C HCS200OT M Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 Into the public record in connoction enrith itern .p.znL on . kLC---&1 r) 3 2 City Clerk 0 0 11 a 0 HCS200OTM Copyright 9) 2000 University of Florida, All Rights Reserved J 1. er 111v publia record in conncc4,,0lj with item on I 2'-3 2 Walter Foemani City Milk: INPUT WORKSHEET General Information - Site Information Analyst RPE/TAP Intersection SW Ist Av & SIN 7th St Agency or Co. Area Type All other areas Date Performed 04/23/01 Jurisdiction Time Period PM Peak Analysis Year 2003 Mother projects only Intersection P.eqrnetry Gr3de = 0 Grade = 0 Shun North Arrow 0 R 0 3 T R L T Grade LR Grade LTR Volume and Timing In ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 219-12008 286 277 % Heavy veil0 - —0-- 0 0 PHF 0.92 0.92 10.91 0.91 Actuated (PIA) P A -- A Startup lost time --P 2.0 2.0 2.0 Ext, eff, green 2.0 2.0 2.0 Arrival type 3 3 3 Ped volume —0 0 — Bicycle volume -- Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr =0 Ped timing0.0 0.0 3.0 0.0 WB Only 0 - 2 03 --- 0 ��4 �JS B Only y 0 6�O 08 G= 33.0 G= G PV— G= 36.0 -G = G== G Timing —=4. 0 Y = 4. 0 Y= Y= =::� Y= Duration of Analysis (hrs) -�25 I - C = 80 rcl,-. Len .0 V/ .1- A I HCS200OTM Copyright 9) 2000 University of Florida, All Rights Reserved J 1. er 111v publia record in conncc4,,0lj with item on I 2'-3 2 Walter Foemani City Milk: • • i MW CAPACITY AND LOS WORKSHEET General information Project Description SW 1st Av & SW 7st St PM Peak - 2003 Mother projocts only Capacity Analysis _ EB WB NB SB Lane group LT TR R Adj. flow rate Satflow rate 2421- 5162 _ .31 . 4 3610 274 1615 Lost time Green ratio 2.0 0.41 2.0 0.45 2.0 0.45 Lane group cap. 2129 1624 727 ylc ratio 1.14 0.19 0.38 Flow ratio 0.47 0.09 0.17 Crit. lane group Sum flow ratios Y N Y 0.64 Lost time/cycle 11.00 Critical vlc ratio 0.74 Lane.Group Capacity,Control Delay, an LOS Determination EB WB NB SB Lane group LT TR R Adj, flow rate 2421 314 274 Lane group cap. 2129 1624 727 vlc ratio Green ratio 1.94 0.41 0.19 0.45 0.38 0.45 Unif. delay dl Delay factor k 23.5 0.50 13.3 0.11 14.6 0.11 Incrern. delay d2 68.1 0.1 0.3 PF factor 11.000 1.000 1.000 Control delay Lane group LOS 91.6 F 13.3 13 14.9 B Apprch. delay 91.6 14.1 Approach LOS F B Intersec. delay 76.4 Intersection LOS F HCS2000TM Copyright Q 2000 University of Florida, All Rights Reserved vuibwn �. Submitted Into the public record in corgi uCtion with item Px on Walter Foeman City Clerk INPUT WORKSHEET General Information Site Information Analyst RPP/TAP Intersection SW 2nd Avenue & SW 8thStreet Agency or Co. Area Type All other areas Date Performed 03/23/2001 Jurisdiction Miami Time Period PM Peak Analysis Year 2003 W/other & timing Intersection Geometry _- Grade - 0 0 2 0 �._t..... ; i Grade = Siva; North Arrow !.....i:i:.1 I. =T Ii ��, i �i- 0 r..f;Il...� ^R 3 --13� I'� I€ I ....I 0 Y - L f1^Ii TR Grade = 0 i.,! L T LR i i ...�.....1,...i__-. i_.A Grade = 0 L T R I 0 2 0 Volume and Timing Input EB .: WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 213 1238 409 466 198 188 558 % Heavy veh 0 0 0 0 0 0 0 PHF 0.84 0.84 0.84 0.87 0,87 0.84 0.84 Actuated (P/A) P P P A A A A Startup lost time 2.0 2.0 2.0 Ext. eft. green 2.0 2.0 2.0 Arrival type 3 3 3 Ped volume 0 0 () Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 (? 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 SB Only NS Perm 07 08 G= 30.0 G= G= G= G= 91.0 G= 28.0 G= G= Timing Y= 4.0 Y- Y= Y= Y= 3.0 Y= 4.0 Y= Y= •Duration of Anal sis (hrs)= 0.25 C cle Length C 80.0 NCS2000Ti'i Copyright 0 2000 University of Florida, All Rights Reserved } y°g14m;4�> item on Walt TF Cir ft'ta i City Clerk 33 r I • • • TCAPACITY AND LOS WORKSHEET General Information . .. Project Description SW 2nd Ave & 8th Street -Year 2003 W/Other Proj& New Timing Capacity Analysis EB WB NB SB Lane group Adj. flow rate LTR 1983 TR 641 _ J3565 Satflow rate 5055 3521 Lost time 2.0 2.0 Green ratio 0.38 0.35 0.52 Lane group cap. We ratio Flow ratio 1896 1.05 0.39 1232 0.52 0.98 814 1.09 Crit. lane group Y N N Sum flow ratios Lost timelcycle 8.00 Critical vlc ratio Lane Group Capacity,Control Delay, and LOS Determination ES WB NB SB Lane group Adj. flow rate Lane group cap. 1-1896 plc ratio LTR 1983 1.05 TR 641 9232 0.52 LT 888 814 1.09 Green ratio Unif. delay d1 Delay factor k 0.38 25.0 0.50 0.35 20.7 0.13 0.02 19.0 0.50 Increm. delay d2 33.8 0.4 59.2 PF factor 1.000 1.000 1.000 Control delay 58.8 21.1 78.2 Lane group LOS E C E Apprch, delay Approach LOS Intersec. delay 58.8 E 56.9 21.1 C Intersection LOS 78.2 E E HCS2000TM Copyright O 2000 University of Florida, All Rights Reserved Version 4.1 Suht,Mad into the public record in connection with iters 2' on.JL--LS--W Walter Poc.,man City Gler'k • • • NCS200OTM Copyright Q2000 University of Florida, All Rights Reserved version �. 3�II�re I ,, Irltr) the public record in connection with item Zrl or, • 19-01 Waiter I✓oeman j I— 12 3 2 City Clerk INPUT WORKSHEET General Information Site Information SW 2nd Avenue & SW 7th Analyst RPE/TAP Intersection Street Agency or Co. A g Y Area Typo All other areas Date Performed 03/23/2001 Jurisdiction Miami Time Period PM Peak Analysis Year 2003 W/Otherprojecis only Intersection Geometry -- Grade = 0 0 2 0 Grade = 0 ;_. ,..._.i.. - Slum Noah hrwnr 0 i i 3 ~• 0 .. ,_. = L I I'" T R I= L T Grade = j i -,� � -�- I i LR I_...!._. _.�....J, I.. + Grade = 0 L T R 0 2 0 Volume ani—Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 152 9883 214 216 437 569 169 %Heav veh 0 0 0 0 0 Q 0 PHF 0.91 0.91 0.91 0.86 0.86 0.83 0.83 Actuated (P/A) P P P A A A A Startup lost time 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 Arrival tyee 3 3 3 Ped volume 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 NS Perm 06 07 08 G= 40.0 G= G= G= G= 32.0 G= G= G= Timing Y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= Duration of Analysis hrs = 0.25C cle Length C = 80.0 NCS200OTM Copyright Q2000 University of Florida, All Rights Reserved version �. 3�II�re I ,, Irltr) the public record in connection with item Zrl or, • 19-01 Waiter I✓oeman j I— 12 3 2 City Clerk • is A 7j CAPACITY AND LOS WORKSHEET General Information Project Description SW 2nd Ave & 7th Street - PM Year 2003 W/Other projects Only Ca2acity Analysis EB WB NB SB Lane group LTR LT TR _ Adj, flow rate 2461 759 864 Satflow rate 5099 1915 3489 Lost time 2.0 2.0 2.0 Green ratio 0.50 0.40 0.40 Lane group cap. 2550 766 1396 vlc ratio 0.97 0.99 0.63 Flow ratio 0.48 0.40 0.25 Crit. lane group Y Y N Sum flow ratios 0.88 Lost time/cycle 8.00 Critical vlc ratio 0.98 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane group LTR LT TR Adj. flow rate 2461 759 884 Lane group cap. 2550 766 1396 Vlc ratio 0.97 0.99 0.63 Green ratio 0.50 0.40 0.40 Unif. delay dl 19.3 23.9 19.3 Delay factor k 0.50 0.49 0.21 Increm. delay d2 11.3 30.1 0.9 PF factor 1.000 1.000 1.000 Control delay 30.7 54.0 20.2 Lane group LOS C D C Apprch. delay 30.7 54.0 20.2 Approach LOS C D C Intersec. delay 32.7 Intersection LOS C HCS2000TM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 ,-ubmlttcd Into the public record in connection wlth Iters ,.P? - I ons -41 } ,3 2 Walter Foeman City Clerk • INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection South Miami A & SW 8th St Agency or Co. Area Typo All other areas Date Performed 04/23/01 Jurisdiction Time Period PM Peak Analysis Year 2003 W/Projects only Intersection Geometr Grade = 0 0 0 0 3 0 Grade= 0 0 Volume and Timing In Volume (vph) Heavy veh PHF Actuated (P/A) Startup lost time Ext, eff. green Arrival type; _ Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing EB Only 02 G = 28.0 G = Timing y = 4.0 Y = Duration of Analysis hrs = 0.25 HCS2000T nA Grade = (jj Shah Nath hrra3' ,i F .. .� L _ . Grade= 0 0 Volume and Timing In Volume (vph) Heavy veh PHF Actuated (P/A) Startup lost time Ext, eff. green Arrival type; _ Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing EB Only 02 G = 28.0 G = Timing y = 4.0 Y = Duration of Analysis hrs = 0.25 HCS2000T nA Grade = (jj Shah Nath hrra3' N I N I N I N I N N] NN 0 0 0.0 0.0 3.0 0.0 03 04 NB Only 06 07 OS G= G= G= 44.0 G= G= G= Y= Y= Y= 4.0 Y= Y= Y- Cycle Length C = 80.0 Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 *9ubrraitt0d IM0 thaw public record if' cQ"nG1W;on with item .per. -L ora • ! t i 3 W(liter Fooman City Clerk �1- 1 0 R 0 .r _ l.. _ T R LT LR _ _.. Grade = 0 'Y = L T R 3 0 .._ EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 427 885 929 54 0 0 0 0 0.83 0.83 0.81 0.81 P P P P 2.0 2.0 2.0 2.0 3 3 0 0 N I N I N I N I N N] NN 0 0 0.0 0.0 3.0 0.0 03 04 NB Only 06 07 OS G= G= G= 44.0 G= G= G= Y= Y= Y= 4.0 Y= Y= Y- Cycle Length C = 80.0 Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1 *9ubrraitt0d IM0 thaw public record if' cQ"nG1W;on with item .per. -L ora • ! t i 3 W(liter Fooman City Clerk • 0 • a CAPACITY AND LOS WORKSHEET General Information Project Description South Mlarn Av & SW Bst St PM Peak 2003 W/Pro ects Only y Capacity Analysis EB WB NB SB Lane group TR Adj. flow rate _LT 1580 -1205 Satflow rate 5904 5950 Lost time 2.0 2.0 Green ratio 0.35 0.55 Lane group cap. 1786 2833 We ratio 0.88 0.43 Flow ratio 0.31 0.23 Crit. lane group Y Y Sum flow ratios 0.54 Lost time/cycle 8.00 Critical vlc ratio 0.60 Lane Group Ca acit Control Delay, and LOS Determination FB WB IVB SB Lane group LT TR Adj. flow rate 1580 1205 Larne group cap. 1786 2833 vlc ratio 0.88 0.43 Green ratio Unif. delay d9 Delay factor- k -- 0.35 24.5 0.50 0.55 10.6 0.50 Increm. delay d2 6.8 0.5 PF factor 1.000 1.000 Control delay 31.3 11.0 Lane group LOS I C B Apprch. delay Approach LOS 31.3 C 11.0 B Intersec, delay 22.5 Intersection LOS C HOS2000TM Copyright © 2000 University of Florida, All Rights Reserved Vors�on 4.1 Submitted into the public record in conn9c✓flon with item PA - I on t1- i3Or r ltd 4� 3 �., ; alter F -00 -man an ;t 1 2 � ("itV.r Clark 0 • • HCS2000TM r� Copyright 4 2000 University of Florida, All Rights Reserved j .I Version 4.1 Submitted Into the publlC recordin connection with r� item ,�— on It=. - i -- I P 3 2 Walter i=©eman City Clerk INPUT WORKSHEET General Information Site Information Analyst RPEITAP Intersection South Miami A & SW 71h St Agency or Co. Area Type All other aroas Date Performed 04/23/01 Jurisdiction Time Period PM Peak Analysis Year 2003 W/Projects Only Intersection Geometry Grader 0 i 0 0 j. -.-!_... _..?-._'.... Grade = 0 Skin North Arran �T 0 , # w R 0 I_ I �_. ..I 2 K I. i L 0 - 1 r =TR Grade = I 1 � tLT LR �.. -i- ...Ii _ ,l Grade = 0 K =LTR 1 2 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 1370 946 839 644 % Heavy veh 0 0 0 0 PH F 0.84 0.84 0.89 0.89 Actuated (P1A) P P P P Startup lost time 2.0 2.0 2.0 2.0 Ext. eff• green 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WS Only 02 03 04 NB Only 06 07 08 G= 32.0 G= G= G= 38.0 G= G= G= Timing Y= 4.0 Y= Y= Y= _G= Y= 4.0 Y= Y= Y= Duration of Anal sis hrs = 0.25 Cycle Len th C = 80.0 Copyright 4 2000 University of Florida, All Rights Reserved j .I Version 4.1 Submitted Into the publlC recordin connection with r� item ,�— on It=. - i -- I P 3 2 Walter i=©eman City Clerk • • 0 CAPACITY AND LOS WORKSHEET General Information Project Description South Miami Av & SW 7sf St PM Peak 2003 W/Projects Only Capacity Analysis EB WB NB SB Lane group T _ R L LT Adj. flow rate 1631 135 943 724 _ Satflow rate 3610 1615 1805 3610 Lost time 2.0 2.0 2.0 2.0 Green ratio 0.40 0.40 0.47 0.47 Lane group cap. 1444 646 857 1715 vlc ratio 1.13 0.21 1.10 0.42 Flow ratio 0.45 0.08 0.52 0.20 Crit. lane group y N y N Sum flow ratios 0.97 Lost time/cycle 10.00 Critical vlc ratio 1.11 Lane Group Capacj!yL Control Delay, and LOS Determination EB WB NB SB Lane group T R L LT Adj. flow rate 1631 135 943 724 Lane group cap. 1444 646 857 1715 v1c ratio 11.13 0.21 1.10 0.42 Green ratio 0.40 0.40 0.47 0.47 Unif. delay dl 24.0 15.7 21.0 13.8 Delay factor k 0.50 0.50 0.50 0.50 Increm. delay d2 67.6 0.7 61.9 0.8 PF factor 1.000 1.000 1.000 1.000 Control delay 91.6 16.4 82.9 14.6 Lane group LOS F B F B Apprch. delay $5.9 53.2 Approach LOS F D Intersec. delay 70.0 Intersection LOS E HCS2000TIJ Copyright © 2000 University of Florida, All Rights Reserved version 4.1 Submitted into tho public record in Connection with item ft=L- on iG. 0 0 11 a HCS2000T"m Copyright 0 2000 University of Florida, All Rights Reserved rO�'(X)Od `;i conn,,;,c'N.'on with itom N--4- on -1-932 Vla!I-nr Foornan Gi'v Clerk INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection SE 1 Av & SE 8 St Agency or Co. Area Type All other areas Date Performed 07109101 Jurisdiction Time Period PM Peak Analysis Year Year 2003 With Projects Intersection Geam-OYL- Grade = 0 0 1 !-A L IA L.111 1-1-1. Grade Sbulo Norm Arrow -4- T 0 -T IR 0 0 L LL� 0 T R Grade = 0 LT F, LR -t Grad LTR Volumo and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH - RT.. Volume (vph) 686 76 119 5— 7 % Heavy veh 0 0 0 0 — PHP 0.94 0.94 0.73 0.73 0.60 Actuated (PIA} P P A Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 Arrival type 3 1 3 3 Ped volume 0 0 — Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 - 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 NS Perm 06 07 08 G= G= G= G= 11.0 G= G= G= Timing 4.0 Y= Y= Y= Y= 4-0 Y= Y= Y= ,Duration of Analysis (hrs) = 0-.25 Cycle Length C = 80.0 --- A 4 HCS2000T"m Copyright 0 2000 University of Florida, All Rights Reserved rO�'(X)Od `;i conn,,;,c'N.'on with itom N--4- on -1-932 Vla!I-nr Foornan Gi'v Clerk • • 0 Ak r1 CAPACITY AND LOS WORKSHEET General Information Project Description Beacon at Brickell -Year 2003 With Projects Capacity Analysis EB WB NB SB Lane group ' R _ R LT Adj. flow rate _1 730 64 133 _ 19 Satflow rate 1900 1615 1644 1866 Lost time 2.0 2.0 2.0 2.0 Green ratio 0.74 0.74 0.14 0.14 Lane group cap. 1401 1191 226 257 v/c ratio 0.52 0.05 0.59 0.07 Flow ratio 0.38 0.04 0.08 0.01 Crit. lane group Y N Y N Sura flow ratios 0.47 Lost time/cycle 10.00 Critical We ratio 0.53 Lane Group Capacity, Control Delay, and LOS Determination BB WB NB SB Lane group T R R LT Adj, flow rate 730 64 133 19 Lane group cap. 1401 1191 226 257 v/c ratio 0.52 0.05 0.59 0.07 Green ratio 0.74 0.74 0.14 0.14 Unif, delay dl 4.5 2.9 32.4 30.1 Delay factor k 0.50 0.50 0.18 0.11 Increm. delay d2 1.4 0.1 4.0 0.1 PF factor 1.000 1,000 1.000 1.000 Controi delay 5.9 3.0 36.4 30.2 Lane group LOS A A D C Apprch. delay 5.6 36.4 30.2 Approach LOS A D C Intersec. delay 10.4 Intersection LOS B HCS2000TIA Copyright © 2000 University of Florida, All Rights Reserved Version 41 �iLit h>ad Into the public record in connection with item P-2-1 on 4L L S nl Walter Foeman 1- 12 3 2 City Clerk • • • A HCS2000TIl Copyright 0 2000 University of Florida, All Rights Reserved by J1 1 — ve idol I Y. 1 Subiolttod Into tete public record in connection with Item on —L1 -4C--0% Waiter Foeman `� : City Cleric MW INPUT WORKSHEET General Information Site. Information Intersection Brickell Ave & SE 7th Street Analyst RPE17-AP Area Type All other areas Agency or Co. Jurisdiction Date Performed 07/09/01 Year 2003 W/Projects & Time Period PM Peak Analysis Year timing Intersection Geometry Grade = 0 0 3 1 I.. Grade = 0 SWIj Nath taw, 0 r 1 1 I 0 R 0 2 L 0 -- j p I I ! i � � _ LT Grade = 1 -. E i - LR i .w Grade = 0 - L T R z 3 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT RT LT TH RT Volume (vp11) 121 585 178 565 F15223 31 115 1711 654 % Heav veh 0 0 0 0 0 0 0 0 PHP 0.70 0.70 0.70 0.91 0.91 0.82 0.82 0.82 Actuated (P/A) A A A A P P A P P Startup lost time 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N _7dN N N Parking/hr Sus stops/hr 0 1 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 Excl. Left NS Perm 07 08 G= 37.0 G= G= G= G= 10.0 G= 55.0 G= G= Timing Y= 4.0 Y= Y= Y- Y= 3.0 Y= 4.0 Y= Y� Duration of Analysis(hr s _ = 0.25 C cle Len lh C = 115.0 HCS2000TIl Copyright 0 2000 University of Florida, All Rights Reserved by J1 1 — ve idol I Y. 1 Subiolttod Into tete public record in connection with Item on —L1 -4C--0% Waiter Foeman `� : City Cleric CAPACITY AND LOS WORKSHEET General Information Project Description Pm Peak Year 2003 W/Projects & New Timing Capacity Analysis Lost time/cycle BQ WB NB SB Lane group Lane Group Capacity,Control Delay, and LOS Determination LTR EB L TR _ L TR Adj. flow rate LTR 1210 TR 621 1708 TR 140 2755 Adj. flow rate Lane group cap. vlc ratio Satflow rate 1210 1124 1.08 3495 621 1293 0.48 3502 5172 140 239 0.59 1805 4998 Lost time 2.0 2.0 2.0 2.0 2.0 Green ratio Lane group cap. Unif. delay d1 0.32 1124 39.0 0.59 1293 0,48 2474 23.4 0.59 239 0.48 .2.390 30.0 vlc ratio Flow ratio Delay factor k 1 1.08 10.35 0.48 0.69 0.33 0.11 0.59 1.15 0.48 0.18 C 't lane rou Increm. delay d2 Y N N N N rocord in connection 'with iters eZL-- ori f,„ XnAL Walter Fc>erran 3 2 04 Clerk n. g p Sure flow ratios 0.92 Lost time/cycle 15.00 Critical v/c ratio 1.06 Lane Group Capacity,Control Delay, and LOS Determination EB WB NB SB Lane group LTR L TR L TR Adj. flow rate Lane group cap. vlc ratio 1210 1124 1.08 621 1293 0.48 1708 2474 0.69 140 239 0.59 2755 2390 1.15 Green ratio 0.32 0.59 0.48 0.59 0.48 Unif. delay d1 39.0 24.2 23.4 19.9 30.0 Delay factor k 0.50 0.11 0.50 0.18 0.50 Increm. delay d2 50.0 0.3 1.6 3.7 74.0 PF factor 1.000 1,000 1.000 1.000 1.000 Control delay Lane group LOS 89.0 TMF 24.5 C 25.0 C 23.6 C 104.0 F Apprch. delay 89.0 24.8 100.1 Approach LOS F C F lntersec. delay 70.8 Intersection LOS E HCS20OCTM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 rocord in connection 'with iters eZL-- ori f,„ XnAL Walter Fc>erran 3 2 04 Clerk L' 0 r rj Ncs2000TM Copyright ©2000 University of Florida, All KsgnmsKesarvEu] Subrni tv,d into the -'public record in connection with Itern Z• on AnLCAL j . - 12 2 Walier Lova an City Clerk INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection Brickell Ave & SE 8th Street Agency or Co. Area Type All other areas Date Performed 07/09/01 Jurisdiction Time Period PM Peak Analysis Year Year 2003 W Projects Intersection Geometr Grade = 0 0 3 2 ..I._ ..'^_ _ ......'_1. I Grade = 0 -T j r i. 4--1._.I a =TR ! - L T Grade 0 € LR Grade= 0 ,( -' = LTR 0 2 1 Voltlmeand Timing Input. ` BB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 350 404 256 309 588 1041 175 225 1268 Heavy veh 0 0 0 0 0 0 0 0 0 PHF 0.91 0.91 0.91 0.95 0.95 0.90 0,90 0.90 0.90 Actuated (P/A) A A A A A P P A P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EB Only WB Only 03 04 NS Perm SB Only 07 08 G= 24.0 G= 10.0 G= G= G= 55.0 G= 8.0 G= G= Timing Y= 40 Y= 4.0 Y= Y= Y= 4.0 Y= 3,0 Y= Y= Duration of Analysis hrs = 0.25 C c!e I anrith C = 115.0 11n rc lnn d i Ncs2000TM Copyright ©2000 University of Florida, All KsgnmsKesarvEu] Subrni tv,d into the -'public record in connection with Itern Z• on AnLCAL j . - 12 2 Walier Lova an City Clerk • �j • r-7 CAPACITY AND LOS WORKSHEET General Information Project Description PM Peak Year 2003 W -Projects 7,- CapacityAnalysis, FB WB NB SB Lane group L TR L R _ T R L T Adj. flow rate 385 708 325 580 1157 194 250 1409 Satflow rate 3502 3408 1805 1615 3610 1615 3502 5187 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.21 0.21 0.09 0.09 0.48 0.48 0.59 0.48 Lane group cap. 731 711 157 140 1727 772 833 2481 v/c ratio 0.53 1.00 2.07 4.14 0.67 0.25 0.30 0.57 Flow ratio 0.11 0.29 0.18 0.36 0.32 0.12 Crit. lane group N N N N N j N N N Sum flow ratios 0.00 Lost time/cycle 0.00 Critical v/c ratio 0.00 Lane Group Capacity,Control Delay, and LOS Determination BB WB NB SB Lane group L TR L R T R L T Adj. flow rate 385 708 325 580 1157 194 250 1409 Lane group cap. 731 711 157 140 1727 772 833 2481 y1c ratio 0.53 1,002.07 4.14 0.67 0.25 0.30 0.57 Green ratio 0.21 0.21 0.09 0.09 0.48 0.48 a59 0.48 Unif. delay d1 40.5 45.4 52.5 52.5 23.0 _ 17.8 26.9 21.5 Delay factor k 0.13 0.50 0.50 0.50 0.50 0.50 0.11 0.50 Increm. delay d2 0.7 32.6 502'8 2.1 0.8 0.2 0.9 PF factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control delay 41.2 78.1 555.3 25.1 18.6 27.1 22.4 Lane group LOS D E F F C B C C Apprch. delay 65.1 24.2 23.1 Approach LOS E F C C Intersec. delay 236.2 Intersection LOS F HCS2000TM Copyright © 2000 University of Florida, All Rights Reserves U5.0" ^•' ubmittoct into the public record in conrlection with Item p:_ on .. L et Walter Foeman City Clerk Information Analyst Agency or Co. Date Performed Time Period Intersection GE Grade = 0 INPUT WORKSHEET Site Information RPE/TAP Intersection South Miami Ave & 13th Street Miami, Florida Area Type All other areas 08/20/01 Jurisdiction PM Peak Analysis Year Year 2003 With Projects 0 2 0 Grade = 0 • i _. L ., 1. i .1... i _. ...,....J. Volume and Tim Volume (vph) % Heavy veh PHF Actuated (PIA) Startup lost time Ext. eff. green Arrival type Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing 0 2 0 InAut Grade = 0 Shows Piartli Am%, 0 i I R li = L T L R Grade = 0 \ = L T i EB WB NB SB _ LT TH R7 LT TH RT LT Tl i RT LT TH RT 168 445 27 33 964d 197 74 1206 31 43 242 204 0 0 0 0 Q --6---0- 0 0 Q 0 0 0.89 0.89 0.89 0.89 0.89 0.89 0.81 0.81 0.81 0.78 0.78 0.78 P P P P P P P P P P P P 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 33 3 3 0 0 0 0 EW Perm 02 G = 33.0 G Timing Y = 4.0 Y = [Duration of Analysis hrs = 0.25 HCS200OTM N I j N I I N I N I_]' N 0 0 0 0 3.0 3.0 3.0 3.0 03 04 NS Perm D6 07 08 G= G= G= 16.0 G= G= G= Y= Y= Y= 4.0 Y= Y= Y= C ele Length C = 57.0 Copyright © 2000 University of Florida, All Rights Reserved version 4.1 Submitted into ehe publia record in connection with item on tf--L-E: lL y Walter Foeman City Clerk CAPACITY AND LOS WORKSHEET General Information Project Description South Miami AV & 13th St - Year 2003 - With Projects Caaacity Analvsis Lane group Adj. flow rate Satflow rate Lost time Green ratio Lane group cap. We ratio Flow ratio Cft lane group Sum flow ratios Lost timelcycle Criticalylc ratio Lane Group Capaci Lane group Adj. flow rate .Lane group cap. We ratio Green ratio Unif. delay dl Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS lntersec. delay HCS2000TM • EB L TR 711 1878 2.0 0.58 1087 0.65 0.38 N WB L TR 1319 3252 2.0 0.58 1883 0.70 0.41 Y NB L TR _ 367 _ 2463 2.0 0.28 691 0.53 0.15 N SB L TR 541 3020 2.0 0.28 848 0.64 0.18 Y SB LTR 541 848 0.64 0.28 16.0 0.50 3.7 1.000 21.6 C 21.6 C B Version 4.1 Submitted into the public record in connoct 0" with item On y 3 2 Waller 1=eernan City Clerk n 0.58 8.00 0.68 Control Dela and LOS Determination EB WB NS L TR LTR L TR 711 1319 367 1087 1883 691 0.65 0.70 0.53 0.58 0.58 0.28 8.1 8.5 -17.3 0.50 0.50 0.50 3.1 2.2 2.9 1.000 1.000 1.000 11.2 10.7 20.2 - B S C 11.2 10.7 20.2 B g C 14.0 Intersection LOS Copyright © 2000 University of Florida, All Rights Reserved SB L TR 541 3020 2.0 0.28 848 0.64 0.18 Y SB LTR 541 848 0.64 0.28 16.0 0.50 3.7 1.000 21.6 C 21.6 C B Version 4.1 Submitted into the public record in connoct 0" with item On y 3 2 Waller 1=eernan City Clerk n 0 • 0 • 0 INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection S. Miami Ave & 15th Rd Agency or Co. Area Type All other areas Date Performed 03/23/2001 Jurisdiction Miami Time Period PM Peak Analysis Year 2003 W/Projects Only Intersection Geometr - Grade =T Grade = 0 Slxfrr Nwh f+rrav i 0I = R i 2 i.. =T i 0I = R i 2 i.. -I +I - - L 0 111 f.".'4 I.- t} T R - LT Grade= 0 LR Grade = 0 1 L T F# z 0 Volume and Timin 3 In ut NB SB EB WB LT TI i RT LT TH RT LT TH RT LT TH RT Volume (vph) 13 241 199 61 155 44 56 122 44 21 213 Heav veh 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Actuated (P/A) A A A A A A A P P A P P Startup lost time 2.0 --E -0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. off. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival i e 3 3 3 3 3 3 3 3 0 Ped volume 0 0 0 Bicycle volume Parking (Y or N)Nt-0 N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 NS Perm 06 07 08 G= 9.0 G= G= G� G= 41.0 G= G= G= Timing Y= 4.0 YT Y= Y= Y= 4.0 Y= Y= Y= Buration of Analysis hrs = 0.25 G cle Len th C = 8D,0 HCS2000 Ina Copyright © 2000 University of Florida, All Rights Reserved r0- W Fd 911 00 r, n {. C; F i:utll tA.'i ii ii`ern L4_ -j... _l -DI j JL 4 4 2 'rl�tit�=r cii j Clerlr • • • CAPACITY AND LOS WORKSHEET General Information Project Description South Miami AV & 15 Rd - Year 2003 W/ Projects Only Canacity Analysis Lane group Adj. flow rate Satflow rate Lost time Green ratio Lane group cap. Vic ratio Flow ratio Crit. lane group Sum flow ratios Lost time/cycle Critical v/c ratio .Lane Group C Lane group Adj. flow rate Lane group cap. We ratio Green ratio Unif, delay dl Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS200drM EB % L 7R WB L T 14 362 TR 68 2 1187 3469 172 901 X 2.0 2.0 30 2.0 2 0.15 0.15 1222 0.15 0. 178 520 2.0 135 5 0.08 0.70 835 0.50 0, 0.01 0.10 0.50 0.08 0. N Y 0.10 N 2390 iB NB SB R WB L TR L TR L 12 L 62 172 TR 23 248 30 362 1136 3497 62 1222 3586 248 0 178 2.0 2.0 530 2.0 2.0 835 15 0.68 0.68 0.50 0.68 0.68 0.07 30 0.10 776 2390 0.15 835 2450 0.68 38 0.68 0.08 0.07 21.9 0.03 0.10 23.0 06 3.2 0.05 0.05 0.02 0.07 0.11 V 0.11 N N 0.50 N Y 4.1 0.17 10.00 0.21 acity, Control Delay, and LOS Determination Submit10° i�110 M0 Public record iii c (jnn(,,m )n with item on LLK7nQL.. X32 EB WB NB SB L TR L TR L TR L TR 14 362 68 202 62 172 23 248 178 520 135 530 776 2390 835 2450 0.08 0.70 0.50 0.38 0.08 0.07 0.03 0.10 0.15 0.15 0.15 0.15 0.68 0.68 0.68 0.68 21.9 24.2 23.4 23.0 3.2 3.2 3.1 3.2 0.11 0.26 0.11 0.11 0.11 0.50 0.11 0.50 0.2 4.1 3.0 0.5 0.0 0.1 0.0 0.1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 22.1 28.3 26.5 23.4 3.2 3.2 3.1 3.3 C C C C A A I A A 28.0 24.2 3.2 3.3 C C A A 16.3 Intersection LOS B Copyright © 2000 university of Florida, All Eights Reserved Version 4.1 Submit10° i�110 M0 Public record iii c (jnn(,,m )n with item on LLK7nQL.. X32 0 E 0 0 APPENDIX E CAPACITY ANALYSES OF YEAR 2003 BACKGROUND GROWTH WITH SITE public record i�l vvith item � on Malter Foornan eS City Clerk INPUT WORKSHEET General Information Site information Analyst RPE/TAP intersection SW 1st Av & SW 8th St Agency or Co. Area Type All other areas Date Performed 04/23/01 Jurisdiction Time Period PM Peak Analysis Year Year 2003 W/site & projects Intersection Geometry Grade = 0 ° 2 i " 1 i � L Grade = Sha„ rloru, Arran -T ° i f 0 I 3 I =L ° 'L ° - TR E I _ , ii Grade = 0 1 i i; ! =LR 1 . i ....! ...,-_.-........:__.- Grade = L T R LI 0 0 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT -LT TH RT Volume (vph) 1451 165 265 563 Heavy veh 0 0 0 0 pHE 0.80 0.80 0.91 0.91 Actuated (P/A) _ P P P P Startup lost time 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 Arrival type 3 3 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N aNN Parking/hr Bus stops/hr 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 SB Only 06 07 08 G= 34.0 G= G= G= G= 38.0 G= G= G= TimingY= 4.0 Y= Y= Y= Y= 4.0 Y- Y= Y= Duration of Analysis hrs = 0.25 C cle Len th C = 80.0 HCS2000TM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 record in GOV11,rC 100) vale 0 0 CAPACITY AND LOS WORKSHEET Genera! Information Project Description SW 1st Av & SW 8st St PM Peak - 2003 W/Site & projects capacity Analysis EB WB N6 SB Lane group TR L LT Adj. flow rate 1996 291 619 ESatflow rate 5116 1805 3690 Lost time T2.0 2.0 2.0 Green ratio 0.43 0.47 0.47 Lane group cap. 2174 857 1715 vlc ratio 0.92 0.34 0.36 Plow ratio 0.39 0.16 0.17 Crit. lane group Y lN Y Sum flow ratios 0.56 Lost time/cycle 8.00 Critical v/c ratio 0.62 Lane Group Capacity, Control Dela and LOS Determination EB WB NB SB Lane group TR L LT Adj. flow rate 1996 291 619 Lane group cap. 2.174 857 1715 We ratio 0.92 0.34 0.36 Green ratio 0.43 0.47 0.47 Unif. delay d1 21.7 13.1 13.3 Delay factor k 0.50 0.50 0.50 Increm. delay d2 7.7 1.1 0.6 Pi= factor 1.000 1.000 1.000 Control delay 29.4 14.2 13.9 Lane group LOS C B 8 Apprch. delay 29.4 14.0 Approach LOS C B Intersec. delay 24.6 Intersection LOS C NCS2000rht Copyright © 2000 University of Florida, All Rights Reserved version v. SLfbrafficil iao� recol'd in cc r ��;��i; C3i eflils'r; item PZ1- on w alt`r Foernar city Clerl 49 • • l� LJ INPUT WORKSHEET General Information Site Information Analyst RPE/TAP Intersection SW 1stAv & SW 7th St Agency or Co. Area Type All other areas Date Performed 04/23/01 Jurisdiction Time Period PM Peak Analysis Year 2004 W/Site & Projects Intersection Geometry -- Grade = 0 1 2 i._�._ ._.�._ _.L. Grade = 0 i I i�_ . Shan North Arrmv _a -i.:� . r -r rL T '..1- 1 0 o _.; - R - 03 i Mr =L 0 - I c... —:1-1 .._L..G.;w., 0 - TR . i. ... _ L T Grade = , iJ!. �.. - LR I.! l__I-,.'---- j I._.L._I Grade = �� rr L T ft 0 0 0 Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 223 2008 286 277 K. Heavy veh _ 0 0 0 0 PHF 0.92 0.92 0.91 0.91 Actuated (PIA) P P A A Startup lost time _2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 Arrival type 3 3 1 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 1 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 SB Only 06 07 08 G= 33.0 G= G= G= G= 35.0 G= G= G= Timing - 40 Y= Y= Y= Y= 4.0 Y= Y= Y= Duration of Analysis (hrs) 0.25 C cle Len th C = 80.0 HCS200OTM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 record irl cot-tn°- ;flon vrith item Fln-L on 1h. E o 1 Walter F-ac,rn-an C. 't i 0 • CAPACITY AND LOS WORKSHEET General Information . s ProjectgSpa5rfe &Projects CapacityAnhssWlstAv&SW7stStPMPeak-2003W'i 1 gg WS NB SB Lane group ---- LT -- - _7R R T274 �• Adj. flow rake 2425 314 Satflow rate 5161 3610 1695 Lost time 2.0 2.0 2.0 Green ratio 0.49 0.45 0.45 !*ane group cap. 2129 9624 727 vlc ratio 9.94 0.19 0.38 Flow ratio 0.47 0.09 0.97 Crit. lane group Y N Y Sum flaw ratios 0.64 Lost time/cycle 91.00 Critical vlc ratio 0.74 Lane Group Capacity, Control Dela and LOS Determination ' Fg WB NB � SB Lane group LT TR R Adj. flow rate 2425 314 274 Lane group cap. 2929 9624 727 • vJc ratio 1.14 0.19 0.38 Green ratio 0.41 � 0.45 0.45 Unif. delay d1 23.5 13.3 14.6 Delay factor k 0.50 0.11 0.91 Increm. delay d2 68.9 0.1 0.3 FF factor 9.000 1.000 1.000 Control delay 92.4 13.3 14.9 Lane group LOS F S S Apprch. delay _ 92.4 14,9 Approach LOS F 8 lntersec. delay 77.1 Intersection LOS F HCS200OTM Copyright O 2000 University of Florida. All Rights Reserved Version 4.1 e Gubn^,i L1cd into the public record in connection with item - on JO - •" �~ Walter Foeman Walter City Clerk a 9 9 s . 0 0 INPUT WORKSHEET General Information Site Information - SW 2nd Avenue & SW 8th Intersection Analyst RPE/TAP Street Agency or Co. Area Type A11 other areas Date Performed 03/23/2001 lJurisdiction Miami Time Period PM Peak Analysis Year 2003 W/Site & timing Intersection Geometry Grade = 0 0 2 0 J !�k .iI i i l j I Grade = 0 I = R '... i 0 I yi i 0 w TR ... ;..: _ LT Grade = 0 � , i �LR tt i F Grado '1-11114r LTR L.. 0 2 0 Volurne and Timing Input EB WB NB SB LT TH _R T LT TH RT LT TH RT LT TH RT Volume (vph) 213 9238 409 472 120 188 558 % Heavy veh 0 0 0 _ 0 0 0 0 PHI= 0.84 0.84 0.84 0.87 0.87 0.84 0.84 Actuated (PIA) P P P A _A A A— Startup lost time 2.0 2.0 _ 2.0 Ext. eff. green 2.0 2.0 2.0 Arrival type 3 1 3 3 Ped volume 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EB Only 02 03 04 SB Only NS Perm 07 08 G= 30.0_ G= G= G= GW 11.0 G= 28.0 G= G= Timing Y= 4.0 Y= Y= .0 Y= 4.0 Y= Y= SDuration of Anal sis (hrs = 0.25 C cle Len th C = 80.0 HCS200OTM Copyright 0 2000 University of Florida, All Rights Reserved r r.,,+.� ,:.I into Vele 4.1 record til wrmor,,2 {on wjltij item ?z on _LI5'4L. Walter Foaman 3 City Clerk CJ L� 0 r CAPACITY AND LOS WORKSHEET General Information Project Description S W 2nd Ave & 8th Street -Year 2003 W/Site & New Timing Capacity Analysis EB WB NB SB Lane group 1. TR TR LT Adj. flow rate 1983 650 888 Satflow rate 5055 3529 3565 Lost time 2.0 2.0 2.0 Green ratio 0.38 0.35 0.52 Lane group cap. 1896 1232 806 v9c ratio 1.05 0.53 1.10 Flow ratio 0.39 0.18 Crit. lane group Y N N Sum flow ratios Lost timelcycle 8.00 Critical plc ratio Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane group Adj. flow rate LTR 9983 TR 650 LT 888 Lane group cap. vlc ratio 1896 1.05 I 1232 0.53 806 1.10 Green ratio 0.38 0.35 0.52 Unif. delay d1 25.0 20.7 19.0 Delay factor k 0.50 0.13 0.50 lncrem. delay d2 33.8 0.4 63.3 PF factor 1.000 1.000 1.000 Control delay 58.8 21.2 82.3 Lane group LOS E C F Apprch. delay 58.8 21.2 82.3 Approach LOS E C F Intersec, delay 57.8 Intersection LOS E HCS20007M Copyright (9 2000 University of Florida, All Rights Reserved version 4.1 l-)L=bi74; recwvd in connect;p"q +,Vitt, item F.2. LL_ on l {-I S o s o l ---1 2 3 2 Wag t;DerCity n General Information Analyst Agency or Co. Date Performed Time Period Intersection Goomei Grade = 0 0 0 0 Grade; i VOILIMO and Timinct t w INPUT WORKSHEET Site Information RPE/TAP Intersection SW 2nd Avenue & SW 7th Street 03/23/2001 Area Type All other areas PM Peak Jurisdiction Miami Analysis Year 2003 W/Site & Projects 0 2 0 } i Grade = 0 .I:... : ' Show No(b Auras, hh , I T { _L. _. .I....._ 0 y. . . i..'......i 3 '� = L IAL. 0 _ T R L T L....':. L R ;., .... Grade = oar = L T R 0 2 0 ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 152 1883 214 224 437 569 169 % Heavyyeh 0 0 0 0 0 0 0 PHF 0.91 0.91 0.91 0.86 0.86 0.83 0.83 Actuated (PIA) P P P A A A A Startup lost time 2.0 2.0 2.0 Ext. eff. green !3�] E 2.0 2.0 Arrival type 3 3 Ped volume 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 NS Perm 06 07 08 G= 37.0 G= G= G= G= 35.0 G= G= G= Timing Y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= _ Duration of Analysis hrs) = 0.25C cle Length C = 80.0 HC52000TM T Copyright © 2000 University of Florida, All Rights Reserved `a i ='' ::; ,.,. , , �, �, 41 rocord in COrMOCCOn with ite a R- Odd 11"r�. 01 Walter i=oeman city Glerl- CAPACITY AND LOS WORKSHEET • Sub�Z lttod Into tho publlt; rocord in connection with itemL- t goer) ¢ (C f-"- 1 (. 6', r"' Walter Fve".mLa', n `- 121 3 2 City Clerk General Information AM Project Description SW 2nd Ave & 7th Street - PM Year 2003 W/Sits & Projects : Capacity Analysis EB WB NB SB Lane group LTR LT TR Ada. flow rate 2461 768 884 Satflow rate 5099 1907 3489 Lost time 2.0 2.0 2.0 Green ratio 0.46 0.44 0.44 Lane group cap. 2358 834 1526 vlc ratio- 1.04 0.92 0.58 Flow ratio 0.48 0.40 0.25 Crit. lane group Y Y N Sum flow ratios 0.89 Lost time/cycle 8.00 Critical vlc ratio 0.98 Lane Group Capacity, Control Dela and LOS Determination Eta WB NB SB Lane group LTR LT TR Adj. flow rate 2461 768 884 Lane group cap. 2358 834 1526 Vic ratio 1.04 0.92 0.58 Green ratio 0.46 0.44 0.44 Unif. delay dl 21.5 21.2--.-- 17.0 Delay factor k 0.50 0.44 0.17 Increm. delay d2 31.2 15.4 0.6 PF factor 1.000 1.000 1.000 Control delay 52.7 36.6 17.5 Lane group LOS D B Apprch. delay 52.7 36.6 17.5 Approach LOS D D B ]ntersec. delay 42.1 Intersection LOS HCS2000TM Copyright B 2000 University of Florida, All Rights Reserved Version 4.1 • Sub�Z lttod Into tho publlt; rocord in connection with itemL- t goer) ¢ (C f-"- 1 (. 6', r"' Walter Fve".mLa', n `- 121 3 2 City Clerk General Information Analyst Agency or Co. Date Performed Time Period Intersection Geome, Grade 0 0 INPUT WORKSHEET Site Informati RPE/TAP Intersection Area Type 04/23/09 Jurisdiction PM Peak Analysis Year 0 0 0 -.1.1.A_...�.....�. LT I Volume and Timing I Volume (vph) % Heavy veh PHF Actuated (PIA Startup lost time Ext. off. green Arrival type _ Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing EB Only 02 G = 28.0 G = r ing Y = 4.0 Y = HCS2000T' i South Miami A & S W 8th St All other areas 2003 W/Site & Projects Grade = Shan North Arrow T it 0 1 . .. L _0 = T R j I I i = LT = L R Grade = 0 '+�` = L T R Ei3 Grade= G NB ' l LT I Volume and Timing I Volume (vph) % Heavy veh PHF Actuated (PIA Startup lost time Ext. off. green Arrival type _ Ped volume Bicycle volume Parking (Y or N) Parking/hr Bus stops/hr Ped timing EB Only 02 G = 28.0 G = r ing Y = 4.0 Y = HCS2000T' i South Miami A & S W 8th St All other areas 2003 W/Site & Projects Grade = Shan North Arrow T it 0 1 . .. L _0 = T R j I I i = LT = L R Grade = 0 '+�` = L T R Ei3 WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 427 887 929 54 0 0 -0--- 0.83 0.83 0.89 0.89 P P P P 2.0 2.0 2.0 2.0 3 3 0 0 0 0 0.0 0.0 3.0 0.0 03 04 NB Only 06 07 o8 G= G= G= 44.0 G= G= G= Y= Y= Y= 4.0 Y= Y Y= C clo Length C = 80.0 Copyright ©20DI] University afFlorida, All RighlsReserved jVersion 4.1 dkx-niA.ti lr-L) titi? pUi7IIC xcord in connection With item pe -4 on D Waltor Fooman CAPACITY AND LOS WORKSHEET General Information Project Description South Miami Av & SW 8st St PM Peak -2003 W/Site & Projects Capacity Analysis Sum flow ratios (Lost timelcycle Critical vlc ratio Lane Group Capaci ILane group Adj. fiow rate Lane group cap. vlc ratio Green ratio Un":f. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2OOOTM C, 0.54 EB WB 8.00 NB 0.60 SB Deiay, and LOS Determination Lane group _LT NB LT TR 1583 1205 Adj. flow rate 2833 1583 0.89 0.43 1205 0.55 -- 24.5 10.6 Satflow rate 0.50 5104 6.9 0.5 5150 1.000 1.000 31.4 Lost time 2.0 B 31.4 2.0 C B Green ratio LOS 0.35 Copyright O 2000 University of Florida, All Rights Reserved 0.55 Lane group cap. 1786 2833 ylc ratio 0.89 0.43 Plow ratio 0.31 0.23 Crit laneg roup Y Y Sum flow ratios (Lost timelcycle Critical vlc ratio Lane Group Capaci ILane group Adj. fiow rate Lane group cap. vlc ratio Green ratio Un":f. delay d1 Delay factor k Increm. delay d2 PF factor Control delay Lane group LOS Apprch. delay Approach LOS Intersec. delay HCS2OOOTM C, SB C Version 4.3 -�ubMltted into the public record in connection with iters on a� r Walter Foemao Cit' Cleric 0.54 8.00 0.60 Control Deiay, and LOS Determination EB WB NB LT TR 1583 1205 1786 2833 0.89 0.43 0.35 0.55 -- 24.5 10.6 0.50 0.50 6.9 0.5 1.000 1.000 31.4 111.0 C B 31.4 11.0 C B 22,6 Intersection LOS Copyright O 2000 University of Florida, All Rights Reserved SB C Version 4.3 -�ubMltted into the public record in connection with iters on a� r Walter Foemao Cit' Cleric 174 • go l J HCS2000rM Copyright 0 2000 University of Florida, All Rights Reserved V W W0" �ubrnitted into the publIC record in conneetion with Item on Walter F'oeman " -�' City Clerk INPUT WORKSHEET General information Site Information Analyst RPEITAP Intersection South Miami A & SW 7th St Agency or Co. Area Type All other areas Date Performed 04/23/01 Jurisdiction Time Period PM Peak Analysis Year 2003 W/ Site & Projects Intersection Geometry -- -- -- __ Grade = 0 0 0 i...'._..€._... ... Grade = 0 ShvA �14xb Aran, =T ° R o '- �� "`� 2 `' = L o r i! =TR L T Grade .._i.....1...!._.1.._i_.!. _!...:.-i Grade = 0 fir =LTR 1 2 0 Volume and TimingInput BB WB NB _ 513 LT TH RT LT TH TH RT LT TH RT Volume (vph) 1370 839 644 % Heavy veh HRLT 0 0 0 PHF 0.84 0.89 0.89 Actuated (PIA) P P P P Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr _ Bus stops/hr 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 NB Only 06 07 08 G= 32.0 Gw G= G= G= 38.0 G= G= _G= Timing -Y= 40 Y = Y= Y= Y= 4.0 Y= Y= C cle Length C = 80.0 Y= Duration of Analysis hrs = 0.25 HCS2000rM Copyright 0 2000 University of Florida, All Rights Reserved V W W0" �ubrnitted into the publIC record in conneetion with Item on Walter F'oeman " -�' City Clerk • • • CAPACITY AND LOS WORKSHEET General Information Project Description South Miami Av & SW 7st St PM Peak 2003 W/Site & Projects Capacity Analysis BB WB NB SB Lane group T R L LT Adj. flow rate 1631 139 943 724 Satflow rate 3610 1615 1805 3610 Lost time 2.0 2.0 2.0 2.0 Green ratio 0.40 0.40 0.47 0.47 Lane group cap. 1444 646 857 1715 We ratio Flow ratio 1.13 0.45 0.22 0.09 1.10 0.52 0.42 0.20 Crit. lane group Y N Y N Sum flow ratios 0.97 Lost time/cycle 10.00 Critical vlc ratio 1.11 Large Group Capacity, Cantron Delay, and LOS Determination EB WB NB SB Lane group T R L LT Adj. flow rate 1631 139 943 724 Lane group cap. vlc ratio 1444 1.13 646 0.22 857 1.10 1715 0.42 Green ratio 0.40 0.40 0.47 0.47 Unif. delay dl 24.0 15.8 21.0 13.8 Delay factor k 0.50 0.50 0.50 0.50 lncrem. delay d2 67.6 0.8 61.9 0.8 PF factor 1.000 1.000 1.000 1.000 Control delay 91.6 16.5 82.9 14.6 Lane group LOS F B F B Apprch. delay 85.7 53.2 Approach LOS Intersec, delay 70.0 F D Intersection LOS E NCS200OTM Copyright © 2000 University of Florida, All Rights Reserved version 4.1 CubMittfad 4-ito tide; public record in connection with item P -'J -L onr- �- .� C i f Walter r"oeman .� b /.� ri'- Cit>'Ylt INPUT WORKSHEET General information Site Information Analyst RPE/TAP Intersection SE 1 Av & SE 8 St Area Type All other areas Agency or Co. Jurisdiction Hate Performed 07/09/01 Year 2003 With Projects & Time Period PM Peak Analysis Year Site Intersection Geometry - — Grade = 0 0 1 0 I.... " l ' Grade = Sha„ Norm Amy i !"4 T t.. .� 0 0 _R i- .! ....�. 0 L a7r ,- TR Grade L T L,._'.__l..-.i _.I__.!._.:_-.; Grade = 0 'I = L T R Volume and Tirnin En ut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 705 86 119 5 7 Heavy veh 0 0 0 0 0 PHF 0.94 0.94 0.73 0.73 0.60 Actuated PIA) P P A A A Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 Ped volume 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr EOH-- Bus stops/hr 0 0 0 Ped timing 0.0 0.0 3.0 0.0 ES Only 02 03 04 NS Perm 06 07 08 G= 59,0 G= G= G= G= 11.0 G= G= G= Timing Y= 4.0 Y= Y= ly= Y= 4.0 Y= Y= Y= 0—Version Duration of Analysis (hrs) =-0.25 C cle Len th C = 80.0 HC32000TM Copyright O 2000 University of Florida, All Rights Reserved 4.1 atsbmIYtod Into YhQ public record in connection with item Z– ._ on [– S f a , Walter Foeman City (,'I,--rk CAPACITY AND LOS WORKSHEET Submitted into the public record in connection with itom P2w_I on Walter Foeman 12 3 2 City Clerk General Information Project Description Beacon at Brickeii -Year 2003 With Projects & Site Capacity Analysis EB WB NS SB Lane group T R R LT Adj. flow rate 750 74 133 99 Satfiow rate 1900 1615 1644 1866 Lost time 2.0 1 2.0 2.0 2.0 Green ratio 0.74 0.74 0.94 0.14 Lane group cap. 1401 1191 226 257 vic ratio 0.54 0.06 0.59 0.07 Flow ratio 0.39 10.05 0.08 0.01 Crit. lane group Y N Y N Sum flow ratios 0.48 Lost time/cycle 10.00 Critical vlc ratio 0.54 Lane Group Capacity, Control Dela and LOS Determination EB WB NB SB T R R LT Lane group Adj. flow rate 750 74 933 19 Lane group cap. 1401 1191 226 257 . Vlc ratio 0.54 0.05 0.59 0.07 Green ratio 0.74 0.74 0.14 0.14 Unif. delay d1 w 4.6 2.9 32.4 30.1 Delay factor k 0.50 0.50 0.18 0.11 Increm, delay d2 1.5 0.1 4.0 0.1 PF factor 1.000 1.000 1.000 _ 1.000 Control delay 6.0 3.0 36.4 30.2 Lane group LOS A A D Apprch. delay 5.8 36.4 30.2 Approach LOS A D C intersec. delay 10.4 Intersection LOS B NCS200� TM Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 Submitted into the public record in connection with itom P2w_I on Walter Foeman 12 3 2 City Clerk 0 • • Ah • HCS2000TM Copyright © 2000 University of Florida, All Rights Reserved Su3 MIL'tod into the public record in oonncolion with item P-2-( on Tri -5i, a VV, .ltt:r i-oorn,in INPUT WORKSHEET General Information Site Information Intersection Brickell Ave & SE 7th Street Analyst Y RPE/TAP Area Type All other areas Agency or Co. ,Jurisdiction Date Performed 07/09/01 2003 W/Projects, Site & Time Period PM Peak Analysis Year timing Grade= 0 0 3 i ...1._.._..I_..._--....�._.'_ Grade = 0 Shan North lanae 0 0 = iz I- 0 2 , = L f LT Grade LR Grade= 0 _LTR I 2 3 0 Volume and Timing Input1. EB WB NB S13 LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 121 588 181 565 1523 31 115 1711 654 % Heavy veh 0 0 0 0 0 0 0 0 0 PHF 0.70 0.70 0.70 0.91 0.91 0.91 0.62 0.82 0.82 Actuated (PJA) A A A A P P A P P Startup lost time 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 WB Only 02 03 04 Excl. Left NS Perm 07 Ota G= 37.0 G= G= G= G= 10.0 G= 55.0 G= G= Timing Y= 4.0 -;Y = Y= 1 Y= Y= 3.0 Y= 4.0 Y= Y� Duration of Anal sis hrs -=O. 2 5 C cie Len th C = 115.0 HCS2000TM Copyright © 2000 University of Florida, All Rights Reserved Su3 MIL'tod into the public record in oonncolion with item P-2-( on Tri -5i, a VV, .ltt:r i-oorn,in C7 is r1 CAPACITY AND LOS WORKSHEET General Information Project Description Pm Peak Year 2003 W/Projects W/Site & New Timing CapacityAnalysis BB WB NB SB Lane group LTR L TR L TR Adj. flow rate 1219 621 7708 140 2755 Satflow rate 3494 3502 5,172 1805 4998 Last time 2.0 2.0 2.0 2.0 2.0 Green ratio 10.32 0.59 0.48 0.59 0.48 Lane group cap. 1124 1293 2474 239 2390 VIC ratio 1.08 0.48 0.69 0.59 1.15 Flow ratio 0.35 0.33 0.48 Crit. lane group Y N N N N Sum flow ratios 0.92 Lost time/cycle 15.00 Critical We ratio 1.06 Lane Group Capacity,Control Delav, and LOS Determination EB WB NB SB Lane group LTR L TR L TR Adj. flow rate 1219 621 1708 140 2755 Lane group cap. 1124 1293 2474 _ 239 2390 We ratio 1.08 E24.2 0.48 0.69 0.J9 1.15 Green ratio 0.32 0.59 0.48 0.59 0.48 Unif. delay d1 39.0 23.4 19.9 30.0 Delay factor k 0.50 0.11 0.50 0.18 0.50 Increm. delay d2 52.8 0.3 1.6 3.7 74.0 PF factor 1.000 1.000 1.000 1.000 1.000 Control delay 91.8 24.5 25.0 23.6 104.0 Lane group LOS F C C F Apprch. delay 91.8 JC 24.8 100.1 Approach LOS F C F Intersec. delay 71.3 Intersection LOS 7= E HCS2000TM Copyright © 2000 University of Florida, All Rights Reserved Version n.i `submitted in!o flip. public rocord in connection dvith item P-2-1 on Waller Foe:rnarf fi City Cleric • General Information Analyst RPEI T'AP Agency or Co. Date Performed 07109/01 Time Period PM Peak Intersection GeomEtry ___ _ Grade= 0 0 3 2 2 2 0 Grade = 0 INPUT WORKSHEET - Site information Intersection Brickeii Ave & SE 8th Street Area Type All other areas Jurisdiction Analysis Year 2003 W -Projects & Site Grade = Sbax Norlh limk =T .Lm.{l..' o ,r =L = L T = L R Grade = 0 '1 = L T R 0 2 i r Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT 01 1054 188 254 1335 Volume (vph) 359 404 256 6 % Heavy veh 0 0 0 r0,95 0 0 0 0 0 PHF 0.91 0.91 0.99 0.95 0.90 0.90 0.90 0.90 Actuated (PIA) A A A A A P P A P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EB Only WB Only 03 04 NS Perm SB Only 07 08 G= 24.0 G= 10.0 G= G= G= 55.0 G= 8.0 G= G= Timing Y= 40 Y= 4. Y= YW Y= 4.0 Y= 3.0 Y= Y= . Duration of Analysis hrs = 0.25 C cle Len th C W 115.0 a.1 VersiVersionxcs2000 7M Copyri�hl ©2000 University of Florida, All Rights Reserved #hP p�a`�b11�5h' pSu�br>I�It#Ceyyd record All ��++irt{Yfc� ly�lS�Y � 41 eit1i item on «l' Walter Foernan City Clock CAPACITY AND LOS WORKSHEET General Information Sur- flow ratios 0.00 Lost time/cycle Project Description PM Peak Year 2003 W -Projects & Site Critical v/c ratio Capacity Analysis Lane Group Calloacit Control ©ela anti LOS Determination EB EB NB WB NB L TR L R SB Lane group Adj. flow rate TR 339 594 L 282 1483 R Lane group cap. vlc ratio T R L T Adj. flow rate 0,21 0.21 FL -9-5 708 _ 339 594 4U.6 45.4 1171 209 282 1483 Delay factor k Satflow rate 0.50 0.50 0.50 3408 1805 0.8 32.6 1615361016153502 L2.20.9 0.2 1.1 PF factor 5187 1.000 Lost time 1.000 1.000 .2.0 Control delay 41.4 78.1 2.0 25.3 18.8 2.0 2.0 2.0 2.0 2.0 C C Green ratio Apprch. delay 0.21 0.21 24.3 0.09 0.09 F 0.48 0.48 0.59 0.48 242.6 Lane group cap. LOS 731 711 157 University of Florida, All Rights 140 Version 4.1 1727 772 839 2481 vlc ratio 0.54 1.00 2.16 4.24 0.68 0.27 0.34 0,60 :Flow ratio 0.11 0.21 0.19 0.37 0.32 0.13 Crit lane group N N N N N N N N 4 Sub -J I Ufi ,,d Into the public rocord in =nokcllon with itefn i°l-r On A- f -'T -L. Walter Foe;man r. City Cleric ,�-1232 Sur- flow ratios 0.00 Lost time/cycle 0.00 Critical v/c ratio 0.00 Lane Group Calloacit Control ©ela anti LOS Determination EB WB NB SB Lane group L TR L R 7 R L T Adj. flow rate 395 708 339 594 1171 209 282 1483 Lane group cap. vlc ratio 731 711 0.54 1.00 157 140 2.16 4.24 1727 772 0.68 0.27 839 2481 0.34 0.60 0,21 0.21 0.09 0.09 0.48 0.48 0.59 0.48 Green ratio Unif. delay d1 4U.6 45.4 52.5 52.5 23.2 16.0 27,7 21.9 Delay factor k 0.14 0.50 0.50 0.50 0.50 0.11 0.50 Increm. delay d2 0.8 32.6 542.2 L2.20.9 0.2 1.1 PF factor 1.000 1.0001,000 1.000 1,000 1.000 1.000 Control delay 41.4 78.1 5g4.7 25.3 18.8 28.0 23.0 Lane group LOS D E F F C B C C Apprch. delay 64.9 24.3 23.8 E F C C Approach LOS 242.6 Intersection LOS F Intersec. delay copyright © 2000 University of Florida, All Rights Reserved Version 4.1 HC52000 T" 4 Sub -J I Ufi ,,d Into the public rocord in =nokcllon with itefn i°l-r On A- f -'T -L. Walter Foe;man r. City Cleric ,�-1232 INPUT WORKSHEET SiteInformation General inInformation' Intersection South Miami Ave & 13th nalyst RPE7TAP Street Agency or Co. Miami, Florida Area Type All other areas Date Performed 08720701 Jurisdiction Time Period PM Peak Analysis Year 2003 With Projects & Site Intersection Geametr -- Grade = 0 0 2 0 i Grade = 0 _ . -T ! .. ° a, _ r i _R z +cam--_i ..� z L I c T R LT Grade = 0 i ..l! LR � .1.� .II,,. ..i •- F,_i:.,, .: i.._.:I Grade- 0 �`'' LTR 0 2 0 Volume and Timing InRut EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Volume (vph) 168 445 27 33 954 197 74 206 31 43 242 204 % Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 P H F 0.89 0.89 0.89 0.89 0.89 0.89 0.61 0.81 0.81 0.78 0.78 0.78 Actuated (PIA) P P P P P P P P P P P P Startup lost time 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume N N N Parking (Y or N) N N N N N Parking/hr Bus stops/hr 0 0 0 0 Ped timing 3.0 3.0 3.0 3.0 BW Perm 02 03 04 NS Perm 06 07 08 G= 33.0 G= G= G= G= 16.0 G= G= G= Timing Y= 4.0 Y= Y= Y= Y= 4.0 Y= Y= Y= • Duration of-Analysis hrs = 0.25 C cle Len th C = 57.0 TM Copyright 0 2000 University of Florida, All Rights Reserved rversion 4.1 Hcsz000 .:.,",D 'fitted into the public iocorri in Connection with item PJ -I on -,`� it113.3kir Foe man C • Ah 0 CAPACITY AND LOS WORKSHEET General information Project Description South Miami Av & 13th - Year 2003 With Projects & Site . Capacity Analysis ;- EB WB NB SB Lane group LTRLTR LTR LTR Adj. flow rate Satflow rate 711 1878 1319 3252 367 2463 541 3020 Lost time 2.0 2,0 2.0 2'0 Green ratio 0.58 0.58 0.28 0.28 Lane group cap. 1087 1883 691 848 Weratio 0.65 0, 70 0.53 0.64 Flow ratio 0.38 0.41 0.15 0.18 Crit. lane group N Y N Y Sum flow ratios 0.58 Lost time/cycle 8.00 Critical vlc ratio 0.68 Lane Group CapacitV, Control Delay and LOS Determination EB WB IVB SB _ Lane group LTR LTR LTR LTR Adj. flow rate 711 1319 367 541 Lane group cap. vlc ratio 1087 0.65 1883 0.70 691 0.53 848 0.64 Green ratio 0.58 0.58 0.28 0.28 tlnif. delay d1 Delay factor k Increm, delay d2 8.1 0.50 3.1 8.5 0.50 2.2 17.3 0.50 2.9 18.0 0.50 3.7 PF factor Control delay Lane group LOS 11,000 11.2 B 1.000 10.7 B 1.000 20.2 C 1.000 21.6 C Apprch. delay 11.2 10.7 20.2 21.6 Approach LOS Intersec. delay B 14.0 13 C Intersection LOS C B 0 HCS200OTM Copyright © 2000 University of Florida, All Rights Reserved Version 4,1 Subroitted into the public rocord in connection with item E24 _Fl on s-�l Walter Foeman . - 1,`W 3 2 City Clerk • • INPUT WORKSHEET General Information Site Information Analyst RPElTAP Intersection S. Miami Ave & 15th Rd Agency or Co. Area Type All other areas Date Performed 03/23/2001 Jurisdiction Miami Time Period PM Peak Analysis Year 2003 W/Projects & Site Intersection Geometry� �[l Grade = 0 0 2 i -- I_.l I..lu..l i f Grade = 0 W..I I.._ i...1..... I_ SlxmNorlhkmy I i Q �R 2 i._ I... i 0 , T R i_.. Grade= 0 I- i_... � .i. ir ..i.'•_..'•._i.., Grade= 0 "ItI' LTR i 2 0 Volume and Timing Input SB EB WB NB LT TH F RT TH RT LT TH RT LT TH RT Volume (vph) 13 241 199 F61 155 45 56 127 44 22 224 12 % Heav veil 0 0 0 0 0 0 0 0 0 0 0 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Actuated PIA A A A A A A A P P A P P Startup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext. eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival type 3 3 3 3 3 3 3 3 Ped volume 0 0 0 0 Bicycle volume Parking (Y or N) N N N N N N N N Parking/hr Bus stops/hr 0 0 0 0 0 0 0 0 Ped timing 0.0 0.0 3.0 0.0 EW Perm 02 03 04 NS Perm 06 07 08 G= G= G= G= 41.0 G= G G= G= 9.0 Timing Y= 4.0 Y� Y= Y= Y= 4.0 Y= Y= Y= Duration of Analysis hrs = 0.25 lcvcl. on h C.= Q.O., NCS200o7M Copyright © 2000 University of Florida, All Rights Reservedrecoid ITi �;(N,`ILIC±IOn V�K 4.1 item 2 on . p� Walter Foernan -- city Clerk CAPACITY AND LOS WORKSHEET Genera! information Project Description South Miami Av & 75 Rd -Year 2003 W/Projects &Site Capacity Analysis__ EB WB NB SB Lane group L TR L TR L TR L TR Adj. flow rate 14 362 68 203 62 777 24 260 Satflow rate 1186 3469 901 3527 1123 3500 1216 3587 Lost time 2.0 2.0 2.0 2.0 2.0 2,0 2.0 2.0 Green ratio 0.75 0.15 0.15 0.75 0.68 0.68 0.68 0.68 Lane group cap. 178 520 135 529 767 2392 831 2451 v/c ratio Flow ratio 0.08 0.07 0.70 0. JO 0.50 0.08 0.38 0.06 0.08 0.06 0.07 0.05 0.03 0.02 0.11 0.07 Crit. lane group Sum flow ratios N Y N N N 0.78 N N Y Lost time/cyclo 70.00 Critical v/c ratio 0.21 Lane Group Capad Control Dela `and LOS Determination - Fg U11g NB SB Lane group TR L TR L TR 22.1 L TR 26.5 23,5 Adj. flow rate t178 362 3.1 68 203 Lane group LOS 62 177 24 260 A A Lane group cap. 520 135 529 24.2 C 767 2392 Intersec. delay :24F 31 2451 8 vlc ratio 0.08 0.70 0.50 0.38 0.08 0.07 0.03 0.11 Green ratio 0.15 0.15 0.75 0.15 0.68 0.68 0.68 0.68 tJnif. delay d1 27.9 24.2 � 23.4 23.0 8.2 3.2 3.1 3.2 Delay factor k 0.17 0.26 0.11 0.77 0.71 0.50 0.11 0.50 Increm. delay d2 0.2 4.1 3.0 0.5 0.0 0.1 0.0 0.1 PF factor 1.000 1.000 1.00Q 1.000 r.000 1 7.Qoo HCS2006'M Copyright © 2000 University of Florida, All Rights Reserved Version 4.1 +.ri;^fae�i Ir�kc tE� public record in connC,,c,i n tuith ROM on Wrilif-�r l"C7t?fT3c%sl J �. itern a- on - s- r Walter E=ooman City Clerk Control delay 22.1 28.3 26.5 23,5 3.2 .000 3.2 3.1 1.000 3.3 Lane group LOS C C C C A A A A Apprch. delay Approach LOS 28.0 C 24.2 C 3.2 A 3.3 A Intersec. delay 76.1 intersection LOS 8 • 9 • 0 n THE BEACON AT BRICKELL VILLAGE SITE UTILITY STUDY PREPARED BY: Lace Consulting Engineers, Inc. 3663 S.W. 8' Street, Suite 204 Miami, Florida 33135 Tel. (305) 577-3736 E-mail: laceeng@be-llsouth.net Submitted Into tine public reCord in connecWn with item l— g'1_ on JL15� �- 2 3Walter Foeman • .7 • THE BEACON AT BRICKELL VILLAGE SITE UTILITY STUDY I. DRAINAGE A. Drainage Area The site is located at the Southwest corner of Southeast First Avenue and Southwest 8" Street. It has approxunately 204 feet of frontage on Southeast First Avenue and approximately 100 feet of frontage on Southwest 8" Street. It consist of a total of 22,464 square feet or 0.516 acres. After development, approximately 95% of the parcel will be impervious areas and approximately 5% of the site will remain as pervious areas. The storm water discharge will consist primarily of building roofs, driveways and landscape areas runoff. The coefficient of run-off is arrived at as follows: 0.95 (impervious) x 0.90 = 0.855 0.05 (pervious) x 0.30 = 0.015 Overall coefficient 0.870 B. Existing Drainage System The City of Miami presently maintains a roadway drainage system hi all fronting streets. This site is not presently fully developed. The existing roadway system appears to be 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 storm water 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 runoff (See Table 1 for drainage calculations). The storm water will be collected thru a system of catch basin inlets and transported by pipes to well locations. The wells will allow the storm water to flow into the Biscayne Aquifer. The wells wi11 be designed to handle the storm water runoff and tested for capacity as they are installed. Runoff from driving surfaces such as driveways and parking areas will be diverted thru detention structures which will capture the oils and greases prior to flowing into the wells. Page 1 Submitted into the public record in connection with item fA—L on - I01 . vv-.1to-r- Foorman 111f clork . Table l Sample Drainage Calculations Runoff Generations 1. Total area 0.516 Acres a. Impervious 95% or 0.490 Acres b. Pervious 5% or 0.026 Acres 2. Average Runoff Coefficient (0.95) (0.9) k (0.05) (.3) = 0.87 3, Design Storm S years 4. Time of Concentration 10.00 min 5. Rainfall Intensity 6.10 in/hr 6. Peak Runoff (Q)(C)(A) (0, 87) (6.10) (0.5 16) = 2.74 0 Assume each 24" diameter drainage well flows at 750 gpm per foot of head - using 2 feet of head: 2 x 750 gpm = 1,500 gpm per well 1,500 gpm = 3.34 CFS {peak runoffl 2.74 CFS — 0.82 (Flow per well) 3.34 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 1,500 gpm for 1.5 min. 1,500 gpm x 1.5 min = 2,250 gal/tank or 300 c.f. each Provide 2 tanks each with the following interior dimensions: 5' (width) x 5(height) x 12' (length) = 300 c.f. Provide 2 tanks with 300 c.f. volume each 1 .1,publicPa e 2 . 1?iiL rei;ur`C: in with item �'2 - l on JL -115 --UL Walter Foeman ,, _I City Clerk The Washington Economics Group, Inc.TM ECONOMIC AND FISCAL IMPACT STATEMENT: THE BEACON AT BRICKELL VILLAGE SUBMITTED TO: THE CITY OF MIAMI PREPARED BY.- J. Y: J. Antonio "Tony" Villamil Chief Executive Officer The Washington Economics Group Inc. Robert David Cruz Senior Consulting Economist The Washington Economics Group Inc. September 7, 2001 2655 Lejeune Road, Suite 608 Coral Gables, Florida 33534 Tei: 305.461.3811 — rax: 305.461.3822 washecon@aol.com 0cb;1!1ttc d into the Public record in connoctioIy with item i?;� on -1 zLE--M .,, Walter Foernan j -1?32 i 0 CONTENTS E ExecutiveSummary................................................................................1 ProjectOverview.....................................................................................2 Study Objectives, Methodology and Definitions .................................... 3 Objectives..................................................................................... 3 Indirect and Induced Effects: The Multiplier Methodology ....... 3 Definitions of Terms Used in the Impact Analysis ...................... 4 Timing of Economic Impacts....................................................... S Qualifications of the Washington Economics Group, Inc ...................... I l • ,,.t .., ; .,; til;, public record in connection with iteral 1 on Walter i=ooman A -- 1 2 3 0 city clork 6 The Economic and Tax Impact............................................................... 6 Development and Construction Impacts ...................................... Annual Recurring Impacts............................................................7 7 Fiscal Revenue Impacts................................................................ Exhibits..............................................I................. S Qualifications of the Washington Economics Group, Inc ...................... I l • ,,.t .., ; .,; til;, public record in connection with iteral 1 on Walter i=ooman A -- 1 2 3 0 city clork i EXECUTIVE SUMMARY 0 ❑ The Beacon at Brickell Village is a proposed multi -family residential, mixed-use development located at Southeast 8' Street and Southeast I" Avenue in Miami, Florida. This real property development project represents an important contribution to the City's economic revitalization and development efforts, providing new housing opportunities for the many thousands of office workers in the Omni/Downtown/Brickell business districts of Miami. ❑ The residential tower of apartments will add 251 units to Miami's housing stock and is forecast to increase Miami's resident population by 378. Local spending by new residents is projected to represent the principal source of sustained positive impacts on Miami's economy and City of Miami tax revenues. ❑ During the project's construction phase we forecast an economic impact of $26.7 million of new revenues (or economic output) for businesses located within the City, and $8.2 million in additional labor income. The Beacon's construction will generate employment opportunities equivalent to 381 full-time jobs for one year. ❑ The sustained long-term economic benefits are estimated at • $12.5 million in additional economic output each year $3.9 million in additional labor income for non -tenants • $19.8 million in additional household income of new residents • 163 new full-time equivalent employment positions. ❑ Substantial government fiscal revenues are anticipated from this development project — • $842,000 in total development fees, of which nearly $300,000 accrue to the City of Miami • $395,000 in annually recurring property taxes and user fees for the City of Miami. gf i, public rocord in ill' YiC;C 1dJl'f U!ll$ii On P17Aza_ City Clerk". The Washington Economics Groatp, Inc. 1' 0 • PROJECT OVERVIEW 0 • The Beacon at Brickell Village is a proposed mixed-use real estate development to be located at Southeast 81h Street and Southeast I" Avenue. The development consists of a 36 story residential apartment tower with 251 residential apartment units, including 161 one -bedroom units and 90 two-bedroom units, and 5,365 square feet (SF) of commercial space (2,715 of retail and 2,650 of office space). One -bedroom units range in size from 630 SF to 690 SF, and the two-bedroom units range from 875 SF to 1065 SF. The total site area is approximately 34,063 gross square feet. The proposed project is consistent with the revitalization priorities of the City of Miami, encouraging an expansion of the City's population that raises per capita income and enhances the property tax base. The population growth supported by this project strengthens the City's economic foundation and creates spillover benefits that provide jobs and income for other city residents. Employment and income are positively affected during the construction phase and annually thereafter as new tenants occupy the residential units. LS-ubl! ti �% G iI record in connection with Item on _ tt5M L Walter Foo nan City Cleric The Washington Economics Group, Inc. 2. 0 • STUDY OBJECTIVES, METHODOLOGY AND DEFINITIONS 0 �J Objectives This report represents the findings of an economic and fiscal revenue impact analysis prepared by THE WASHINGTON ECONOMICS GROUP. This analysis provides quantitative estimates of economic impact using an extended input-output model representative of the City of Miami's economy. Regional economists have utilized the methodology applied in this analysis for over 30 years to examine regional economic impacts associated with a variety of major economic events such as the relocation of a major economic enterprise, an exogenous migration of population, and a major influx of out-of-town visitors. The quantitative economic model provides estimates of the economic and fiscal revenue impact from the construction of the proposed development, as well as the annual recurring impacts that occur from the influx of population implied by the resulting expansion of the City's housing stock and the utilization of the development's commercial space. Indirect and Induced Effects: The Multiplier Methodology The local economic impact of the proposed development is estimated using an extended input-output model of Miami's economy. This model is estimated using national production information and data on local industry employment. Model construction employs a methodology that has been commonly used by regional economists for nearly three decades. Input-output models explicitly consider the inter -industry linkages that characterize an economy. As a firm experiences an increase in the demand for its product.. or services, it in turn needs goods and services from suppliers, and it must increase its purchases from other firms in the economy. The effect on regional production resulting from successive rounds of inter -industry linkages is called the indirect effect. The resulting increases in regional production also lead to expansions in employment and labor income, and the increases in labor income lead to increases in consumer spending (the induced effect), further expanding sales and production throughout the regional economy. The indirect and induced effects may be thought. of as "spillover" benefits arising from construction of the proposed development, and the implied increase in City residents. The Washington Economics Group, Inc. record' ui c;wZ ]cc,!on with item_ on -ILLEOLf Walter I✓oemgPl 12 -3 2 _ ` City Clerk 0 0 SThe successive waves of production, spending and more production result in economic multiplier effects. Each successive wave of impact is smaller than the previous one, but the cumulative increase in regional production, income and employment is larger than the initial (or "direct") increase in production, income and employment. For example, for each dollar that is spent on residential construction in Miami, an additional $0.55 is produced and sold by other firms, and the total increase in production is therefore $1.55. Revenues to local government that result from induced taxes may also be treated as being spent in support of local government activity. Compensation paid to government workers and the purchases of goods and services from private sector suppliers, moreover, generates its own set of economic impacts and contributes to the overall multiplier impact. The actual size of the economic multipliers depends on a number of factors including: a) the amount of initial spending that is directed to firms located within a region; and b) the propensity of firms, government institutions and individuals to purchase goods and services from local suppliers. Each industry or type of spending has its own economic multiplier impact. The Minnesota IMPLAN Group, Inc. (MIG) provides the software and basic data needed to formulate the economic multiplier model used in this study.' IMPLAN models are based on the latest (1992) U.S. input-output table and income and employment data for states and counties from the U.S. Department of Commerce. We estimated the economic impact from the proposed development using the IMPLAN modeling software. Definitions of Terms Used in the Impact Analysis • Output — the aggregated market value of goods and services produced annually by firms and government enterprises in the regional economy and is essentially equal to the revenue collected by businesses (including indirect taxes) within the City. r c �. 0 . • Employment -- the number of full-time equivalent positions generated within the r,} C yLL , City.:: 00 'MIG has been providing regional multiplier models for regional economic impact analysis since 1985, �_i .a YJ04 I Information on their models and the company history may be found at www.mi-inc.com. The Washington Economics Group, Inc. .) ii 2 -1211�1, • Labor Income — annual compensation to employees and self-employed proprietors including both wages and indirect payments such as retirement benefits, health insurance and other fringe benefits. • Direct Impact or Direct Spending — sums expended for real estate development including both hard and soft construction costs, or the consumer spending of new households, or the spending of fiscal revenues by local government enterprises. • Indirect and Induced Impact — the economic impacts resulting from the multiplier analysis described earlier. • Final Demand Multipliers — the increase in output, labor income or employment, respectively, that results from an additional dollar of direct spending through the economic multiplier process. • Total Economic Impact — includes the direct, indirect and induced impacts. Timing of Economic Impacts The development and construction period from the beginning of planning and design 40 through the issuance of a certificate of occupancy may be expected to last from anywhere from 9 to 18 months. The economic impacts from project development also extend over a similar period. Once the construction is completed, the economic impacts from project's development also cease. The annual, recurring economic impacts resulting from the anticipated expansion of City population and expenditures of additional local government revenues continue indefinitely. The estimates of recurring economic impacts are adjusted for price inflation and are expressed in "constant" dollars. That is, the estimates of impact on output and labor income are expressed in dollars that represent. the equivalent purchasing power of money in 2001. ?, ,a public record in connc,°i�on with item Z-/ on-JL-Jr:-w— lillaltor Poo;rnary City clerk The Washington Economics Group, Inc. S. Ji—I2�02 0 THE ECONOMIC AND TAX IMPACT 0 The economic and tax impacts from this project occur during the construction phase and continue thereafter. During the construction phase materials and services are purchased from suppliers within the City and employee compensation is paid to workers who live and/or spend part of their income within the city's boundaries. These payments to suppliers and employees lead to additional output and employment within the city through the economic multiplier process described in the preceding section. In addition impact fees and other non -impact development fees are generated for local governments, providing funding for government expenditures and generating their own set of economic impacts. The proposed residential development will be especially attractive to young professionals who live within the greater downtown area, and are, therefore, expected to increase the city's population. We forecast a tenant population of 378. These new residents will spend part of their income within the city and generate an economic multiplier effect on the city's economy. We have forecast the spending levels of these new residents and projected the recurring annual economic impacts from these new residents. In addition, the economic impacts from both the amount of commercial space included in the proposed development and the recurring additional tax revenues generated by the project have also been estimated. Development and Construction Impacts The economic impacts resulting from the development of The Beacon at Brickell Village are presented in Exhibit 1. The development of this project will lead to nearly $26.7 million in additional economic output (mainly representing revenues for city businesses), and $8.2 million in additional labor income. During the development period, this project is estimated to generate employment opportunities for the equivalent of 381 full-time workers for one year. record in with Item on Walter Foernan City Clerk • z Economic output also includes a small amount of indirect business taxes paid to federal, state and local governments. The Washington Economics Group, Inc. 6. J 121.3 2 Annual Recurring Impacts The recurring economic impacts that are generated once the project is completed are presented in Exhibit 2. These impacts are particularly important because they represent a sustained positive contribution over the long term. The total impact on economic output is estimated at $12.5 million per year.3 The impact on labor income is estimated at $3.9 million, not including the estimated $19.8 million of additional labor income projected for the anticipated (378) tenants of The Beacon at Brickell Village. This project is also expected to lead to 163 new full-time employment positions on a recurring basis. The forecasted economic impacts are primarily the result of the anticipated increase in city residents, but between 18 and 30 percent of the impacts originate from the utilization of commercial space and the positive government fiscal impacts of this project. (See Exhibit 2.) Fiscal Revenue Impacts The development of The Beacon and Brickell Village will also yield positive fiscal . revenue impacts for the City of Miami. It is estimated that $169,000 in development impact fees will be generated :for the City. (See Exhibit 3 for details.) Additional impact fees of approximately $301,000 will accrue to the Miami -Dade County Public School systema Non -impact development fees from this project are estimated at $372,500, with $130,000 of those fees accruing to the City of Miami. Total development fees to the City from this project are estimated at approximately $300,000. The proposed mixed-use development will also add to the City's tax base and represent a long-term source of property tax revenues to the City. Based on current tax rates and user fees, we estimate that this project will yield annual revenues of $395,000 to the City of Miami on a recurring basis. These revenues, moreover, are expected to increase along with the general rate of price inflation so that over time they maintain the equivalent purchasing power that they have in 2001. y;ub "tt"d into the public rocord in connc coon ►with itemz' on t rte' 41. Waltet, Foeman City Clerk s The forecast of output and labor income are projected to grow at the general rate of price inflation, so the annual economic impacts maintain the equivalent purchasing power as in 2061. A This revenue supports schools within the City of Miami. The Washington Economics Group, Inc. 7. j 22.32 0 0 EXHIBITS EXHIBIT 1. THE BEACON AT BRICKELL VILLAGE Economic Impact Durin Project Development Y Architect & Other Fees Paid Engineering Professional to Local Total Construction Services Services Government Direct Impact ($) 15,750,000 350,000 255,000 841,961 17,196,961 Final Demand Multipliers Output 1.5543 1.6887 1.5751 1.4511 NA Labor Income 0.4418 0.6510 0.8946 0.9807 NA Employment (per $1,000,000 of output) 21.301 29.166 25.756 34.489 NA Total Economic IMpact On: Output (o) 24,480,225 591,045 401,649 1,221,769 26,694,688 Labor Income ($) 6,958,350 227,850 228,127 825,711 8,240,038 • Employment (full time equivalent) 335 10 7 29 381 The Washington Economics Group, Inc. publiC rocord irl cxs»ilection with Rem P? -Sr on -WA'A� . waiter Foeman City Clerk 73ze Washington Economics Group, Inc. 8. �2 • ExHIBIT 2. THE _BEACON AT BRICKELLVILLAGE Recurring Annual Economic Impacts Amount Local Spending by New City Residents $ 8,023,860 Final Demand Multipliers Output 1.2807 Labor Income 0.3441 Employment (per $1,000,000 of output) 14.3900 Economic Impact On: Output $ 10,275,994 Labor Income $ 2,760,961 Employment (full time equivalent positions) 115 Square Footage of Retail and Office Space 5,365 Economic Multipliers Output ($ per square feet of space) 309.63 Labor Income ($ per square feet of space) 137.50 Employment (per 100 square feet of space) 0.6387 Economic Impact On: Output $ 1,661,177 Labor Income $ 737,710 Employment (full time equivalent positions) 34 Recurring City Tax Revenue $ 394,556 Final Demand Multipliers Output 1.4511 Labor Income 0.9807 Employment (per $1,000,000 of output) 34.4890 Economic Impact On: Output $ 572,541 Labor Income $ 386,941 Employment (full time equivalent positions) 14 Total Economic Impacts Output $ 12,509,712 Labor Income $ 3,885,612 Projected Income of New Residents $ 19,812,000 Employment (full time equivalent positions) 163 Note: dollar figures are adjusted for inflation to 2001 purchasing power The Washington Economics Group, Inc. Public rr c;�al 'v �:or jjjc,, ljon with item t• i' on Walter lwoemart City Cleric The Washington Economics Group, _Inc. 9. —V.12 C, 0 EXHIBIT 3. 40 THE BEACON AT BRICKELL VILLAGE Estimated Impact and Other Fees and City Tax Analysis Impact Fees: City of Miami Development Impact Fee $ 115,853 Downtown Development Supplemental Fee 49,385 Development Impact Administration Fee 3 476 City of Miami Impact Fees $ 168,714 Miami -Dade County School Impact Fee 300,754 Total Impact Fees $ 469,467 Non -Impact Development Fees: City of Miami $ 130,330 Miami -Dade County 242 133 Total Non -Impact Fees $ 372,493 Total Development Fees $ 841,961 Recurring Annual City Tax Revenues: . General Fund and Debt Service $ 297,670 Solid Waste and Fire User Fees 96,886 Total Recurring Annual Tax Revenues $ 394,556 Note: dollar figures are adjusted for inflation to 2001 purchasing power. The Washington Economics Group, Inc. Cubmltted Into the public record in connection with item z-1 on NLLS'o . Welter Foeman City Clerk The Washington Economics Group, Inc. 10. ; A 9 0 QUALIFICATIONS OF THE WASHINGTON ECONOMICS GROUP, INC. J. Antonio "Tony" Villamil, Principal Advisor Tony Villamil is Chief Executive Officer of The Washington Economics Group, Inc., serving until the summer of 2000 as Director of the Governor's Office of Tourism, Trade and Economic Development of Florida. He is currently Chairperson of the Governor's Council of Economic Advisors, and a member of the Board of Directors of Enterprise Florida. Mr. Villamil has over 25 years of successful experience as a business economist, and as a public official of both the federal and State of Florida governments. He served as U.S. Undersecretary of Commerce for Economic Affairs in the administration of President George Bush and most recently, he was appointed to President George W. Bush Transition Advisory Committee on U.S. commercial and trade policies. Tony received his undergraduate and graduate degrees in economics from Louisiana State University {LSU} in Baton Rouge. Presently he resides in Coral Gables, Florida with his family. Robert David Crux, Ph.D., Senior Consulting Economist Bob Cruz serves as Senior Consulting Economist at The Washington Economics Group, Inc. and is a specialist in quantitative economics, modeling and simulation analysis. Dr. Cruz also holds the position of Associate Professor of Economics and International Business in the Andreas School of Business of Barry University in Miami Shores. Dr. Cruz has extensive public sector and business consulting experience, having advised local governments and numerous domestic and transnational corporations over the past 10 years. His academic career spans over 20 years as teacher and researcher, and having published numerous articles in professional journals and scholarly books. Dr, Cruz received his Ph.D. in economics from the University of Pennsylvania in 1985 and his Bachelor of Arts degree from Georgetown University in 1978. Scbrnittod into the; Public record in �connell ln� with Item — ort �., . Waltr:r Fooman City Clerk The Washington Economics Group, Inc. IL 01-1232 W A S H I N G T O N • ECONOMICSGROUP The Washington Economics Group, Inc. (WEG) has been successfully meeting client objectives since 1993 through economic consulting services for corporations, institutions and governments of the Americas. We have the expertise, high-level contacts, and business alliances to strengthen your competitive positioning in the growing marketplaces of Florida and Latin America. Our roster of clients, over the past eight years, includes multinational corporations, financial institutions, public entities, and non-profit associations expanding their operations in the Americas. Exclusive Consulting Approach: Each client is unique to us. We spend considerable time and effort in understanding the operations, goals, and objectives of clients as they seek our consulting and strategic advice. We are not a mass -production consulting entity nor do we accept every project that comes to us. We engage a limited number of clients each year that require customized consulting services in our premier areas of specialization. These premier and exclusive services are headed by former U.S. Under Secretary of Commerce, Dr. J. Antonio Villamil, with over twenty-five years of experience as a business executive and as a senior public official of the U.S. and most recently of Florida. Premier Consulting Services: • Comprehensive Corporate Expansion Services for Florida. 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Recent consulting assignments include customized marketing strategies, country risk assessments for investment decisions and corporate spokesperson activities and speeches on behalf of the client at public or private meetings. �SLJbMj tt()d i'rlto the public record fil CoY noction with item Pt -1 on11-J;.a_ ,� oer�nari 12. The Washington Economics Group, Inc. City Clerk Wiry 0 Ll the pujjjj(,, r�cQ GOl"rc'cJoil with Or) ;r Fooman City Cj,,d� -SKETCH OF BOUNDARY SURVEY- SCALE: URVEY SCALE: 1"= 20' rv� K"OWrrbN 'rare« EF S. E. 8Th .STREET S -� as s3oi r=sa f:� i saos�ci. �` 'LOCATION MAP - EP, d "mss' scA�e: t=ioo' of wa. e�E— AfF M1p,A�bT s i � m ®.Pea �o P x�rr ee < coMnfBncroinL su �oSi�G � 2 �Fc, t W Ao G g w cr0 Z I—Z g LL Q uj K u-? Z y � a- W Wa � awc ... % LSre. « rFm w sfv�w —.-1 fr .n C1 O m Nom' u89°SBp Oe•E. 6895 B' , �eLP a er. A11, w W O O m w F a P -0w .rne pzS�woc ���Z5`, o a „e.,.8 ., EEe ry e ry e. a e'ig r. s,.rvm- 21111,re„a. er m� ppm�o Z m m so ° 4 5e5 € s g f- „IE- 10 8 b OW STORY ., C.B.s. E5, B commeRe!nc —NS / Y-� N-6 C&I c sn C, item P� 'sem Rz ,ee ern / � ` l tP��^:c� F v t �� rr•e�— l.� a,.ume n ,� nc rn?r nc ae S M1+et hvr, ue i .e. re .a • Hi.v b 9 N V ,� 5 T fb o! tM1e vblece pone b¢eE on o¢upaf an wou E be 0 00'soNM1 of Me ree Io,. BOUNDARY SURVEY 131 RENZI 51 Brownel\& Assoc-, \nc. �� _ RB SURVEYOR �. 9thE r STREET r — ,emsrs. _ LS ^2225 2 3 2 0 9 '.j pW,.)Nc r %c ,j ru i - i connec"ion vvi',h `L Real on AIAPAL- 1 1, � , Vvalt(-,,r F-ournan IV City Clerk a) a) i LIST OF DRAWINGS; A-0 PROJECT CRITERIA / ZONING INFORMATION A-1 GROUND FLOOR PLAN A-2 SECOND FLOOR PLAN (LEVEL 2) A-3 TYPICAL PARKING FLOOR PLAN (LEVELS 3 THRU 12) A-4 PARKING FLOOR PLAN (LEVEL 13) RCIIITECTCRE •R I ti N N ,N G A-5 POOL LEVEL l APARTMENT FLOOR PLAN P1 TER O R s (LEVEL 14) A-6 TYPICAL APARTMENT FLOOR PLAN (LEVELS 15 THRU 36) A-7 EXTERIOR ELEVATIONS -- EAST / NORTH A-8 EXTERIOR ELEVATIONS —WEST/ SOUTH L-1 LANDSCAPE PLAN 'S ': Ponce d, 12er, 9iJc. �oal nat;le: 'j,314b Submitted into the public Vail infr,@beharfon;-cor record in connection with erliii�a;ic� No. 02,151 item ?�~I on l�'/T SPi— Walter Foeman 2 2 City Clerk .. „ • r 0 51 It, e T FEST e, T.h STREET -------------- II J SLJ 5-.n BTREE T 8E 8th J T REE T Qj I i_ 1 I ---------------- 6W 9th STREET ' SE 9th STr�—ET Q/ J f JI I i sW 10th STPEET 10-1157',, I I / I record iT, 3� „>ithU-t item LOCATION PLAN • 0 FIROJEc- CRTTER'a i ZONiNG ?N�oRM�TiON �21T' ADDE55: S=AH.h 5T.RDA I>: AV£. I I WhG, _ nl D TRI.rT So-, L�S�IGC=1: RQ=iD TRAN51� �slDavnAL DIs R —1-22X64 —22X64 so. c-RDss L� aR=_A: ,963�xi �T. �tiJIRED �HDFD -ctrl �u�!!IHc-. JNrs - YAXIM:H FAR B0 l]D 0.HDNSSiDEN,IAL 315 .. 3. i�sVJEM1AL bm b.3 NM1. eW..sE) i NC�A9e It1 Rc91D. m]6 ;'a si.'I si.'Sr NOI�v51DJ D. NDIN ASID. 0.11 AS TcR SEC" _K '. I HAxrnx- FLDDR At�A FDR A! ! wes. leo x 36,063 a¢ FTJ 21x304 s¢ -. �SIbaS 6¢ T. aJILDING A2�3 063 s,.-) A NOVE5IDENT!AL ,6b43 5¢ � �. 5.-:yv 50. �. '60 X'F063 91-J 3. r�51DENTIAI 2043,5 S2 � - 335,940 SG FT r3 —AILs—=. w ua:r�isiw 2 5 s¢ FTJ I D.1\CREA55 I,u �slD. zb,a3 sem. Pr. 'I AS �R SECilOV 914 IYA rc51DEIV'IA! 11 fir) x5J 341 ('IBEDf3'l01^l a. Rc AIL 3 3 a,T159rJ�y 0) �bSO SFnOm) it I. D. vI51iDR5 !ADDIiiLVALJ - 9 5 �,4 LOADRL'i SPACES. OPeN S AG: ]5594 5¢ FT. 115,1 xi F. 1,v2 � TEAL ASID. 6FJ GRDIIND !=_r�L 43,6 xi FT. I PDOL L'cVEL eaSs xiFr. o� r_wRA�s Sbsmm 6¢ Er. `tAXIMlM EYIILDIK4 MK>'iT: :A! I!IITED 395-0' f36 5?ORf) guILDRv 55TaGCKS Sz 8th STRE=1 L=' -m" FROM DEGICATEJ 15'-0` 5JI! DRG SASE LINE 9E le: AVc,VIIE - - INT=_RIDRSIDES JNIT aRENCDC.IJ: UNIT DESCR"!- Wli YTc NET UNIT ASA TOTAL • LF .1. TOTA_ xi FT. 3m xi Fr. 21 a�Roa-I a'. m xi T sm,T2m xi cr. a,m sa 39-3Jf ,1 :065 s0. Ff. 23 24,435 stir . 2 9e7R0D`I 32 SQ }1390 2 �DRom cz ar xi Pr. a 3esmm s<a F-. TarAl 5� �. 15=555 sa FT. I, tiv-i LNR AegA) A 7EOTURE PLA NN IN G INTE RIORS cL�(�30:)iaP5fa2 AX: (3M)i4PCad3 on,A�'°1 REVISIONS, ORO028 No. N Sv. AME �BEe.eEO ev. LI A ASSH.. A00 9 s KI I* ARCF!ITECTURE • ?CANNING INTE RIORS iFL (30.5�"1a65aax .� 1'A+1 Sao uu _vu�mu&nrme.+�mn 0 JnTl6 -N z o Ja Lu Co LL -1 um n s, U09 r05—�1 Ro oza «e. oR-1 BY, AME — -- --- — Sub�!tted into the ititbliC o a �' qc -record in connection with SCILE - -- -11-IS�o� - Item 2'1 Oro As s4owv Waiter Foeman Clerk A'1 _• 1! 0 ].ARCHI=URE PLA NTNG I N'E RIO m rPi (ws)�ao-w� AC (3os)�aoaa<3 E a1) C-61 LU r— oA-E: D9-06-01 Im1)7.11 RB'Cho Pubf!C'Ilec'No I with s SE�Oua PLOQR -LAN -� o� Ot A 2 :Ji -1232 .0 KI I• "? -6-a! LIIIT ,1128 no. AME c«mac KEo s.: sca. e: ;^jo toe Public AS SHOWN ? ?IGAL PARK'NG- FLAN IB -record in connpsG'Ion with —T _EVELs 3 TURu T ))tem fz-1 c 11- t5^ot Ao3 9 ARCHITECTUR[ ?LA NN IN G INiE RIORS i1 �305)]aG5H3 ea' (3os)]aou43 "? -6-a! LIIIT ,1128 no. AME c«mac KEo s.: sca. e: ;^jo toe Public AS SHOWN ? ?IGAL PARK'NG- FLAN IB -record in connpsG'Ion with —T _EVELs 3 TURu T ))tem fz-1 c 11- t5^ot Ao3 9 I! • L I EARK!Ne FLAN Subm e3 m o iee pu®i LevEL °13 ��/ record in connection vvi ARGHITECTUR= -A NN IN G INTE R= ax: G ,��inue3 - • • 1! ARCRREM" PLA NN IN G INTE RIORS TEl M nx: Iwsl �<0.sw 05—O6—Gt 01 c Ota N n AME xsr. RaE�kEo ar s�a�E AS SHOWN SU .,.a4 e ..e pum:c U srEETI. APARTMENT FLOOR PLAN -- - -__ 're° - m" ! f@CC L� « C t A-5 weL is crz vvIth aF iEeTa �t.1 Cn /f -/S_ e. 9 f?ae A -$-S2 Ll • 10 Ll PLA NN IN G INTO RIORS IELG(]n5)�aGS'!u3 3�S��e0W43 O� Q4 Lu W 09-06-01 -1011CT .. 01-028 nM NN a. AE�KEo aY AS SHOWN S .^Efted nto the Publi 3 A-6 --f'JCAL AFARTt-I=Nr P COR —! AN record En cc a— 'on. �er1s :s THRu \�/ iferta =—f on Csy Clerk s — 2 ■ WH Q W Z Q ��, Z 0 T r m ul 0 I*- ARCHITECTURE PLANNING NTE P -S Ci_ "-(,C.61 01-028 ile Publi AS 'S"HOWN wit item on H6- .01LEl e. I'Vailler Foama City clej �-i3-t-2332 I PLAN- SCHEDULE C) -ALM =6 AND PALM -E5 ARCHITECTURE PLANNING NTE P -S Ci_ "-(,C.61 01-028 ile Publi AS 'S"HOWN wit item on H6- .01LEl e. I'Vailler Foama City clej �-i3-t-2332 I